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HomeMy WebLinkAboutPermit D03-142 - MUSEUM OF FLIGHT - LOBBYMUSEUM OF FLIGHT - LOBBY 9404 EAST MARGINAL WAY SOUTH D03 -7 42 z �z cew JU O 0 coo WI- W O =W z �. 1- zI- U� O N O H =• U LLi z aI 0-- z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3324049019 Permit Number: D03 -142 Address: 9404 EAST MARGINAL WY S TUKW Issue Date: 07/18/2003 Suite No: Permit Expires On: 01/14/2004 Tenant: Name: MUSEUM OF FLIGHT Address: 9404 EAST MARGINAL WY S, TUKWILA, WA DEVELOPMENT PERMIT Owner: Name: KING COUNTY MUSEUM Phone: Address: 9404 E MARGINAL WAY S, SEATTLE WA Contact Person: Name: JULIE LAWTON Phone: 206 808 -7877 Address: THE SENECA GROUP, 1201 3 AV, SUITE 2301 Contractor: Name: SELLEN CONSTR CO INC Phone: 206 - 682 -7770 Address: PO BOX 9970, SEATTLE, WA �-- Contractor License No: SELLEC *372ND Expiration Date: 06/01/200, DESCRIPTION OF WORK: ADDITION OF A NEW LOBBY AREA CONSISTING OF 4,448 SQ FT AND A 210 SQ FT MEZZANINE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, WATER MAIN CONSTRUCTION /RELOCATION /REMOVAL, AND STORM DRAINAGE. Value of Construction: $ $353,542.20 Fees Collected: $8,129.90 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: II -N Occupancy per UBC: 2 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 2200 c.y. Fill 2700 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: doc: Devperm Y Private: Y Public: N D03 -142 Printed: 07 -18 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: N ** Continued Next Page ** D03 -142 Printed: 07 -18 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: -� Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or tle rformance of wprk. I am authorized to sign and obtain this development permit. Sign Date: Print Name: /71;" !f/✓42% D03 -142 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 07 -18 -2003 Parcel No.: 3324049019 Permit Number: D03-142 Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 05/12/2003 Tenant: MUSEUM OF FLIGHT Issue Date: 07/18/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 -835- 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 8: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 9: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 10: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 12: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 14: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 16: Structural observation shall be provided for this project. Architect or engineer responsible for the structural design shall submit a written statement to the Building Official in accordance with UBC - Sec. 307. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -142 Printed: 07 -18 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 requirements for special inspection. 18: All spray applied fireproofing as required by UBC Standard No. 43 -8, shall be special inspected. 19: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 20: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 23: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 24: Maintain fire extinguisher coverage throughout. 25: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 26: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 27: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 28: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 29: * ** EXITS * ** - UFC Article 12 30: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 31: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 32: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 33: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 34: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) doc: Conditions D03 -142 Printed: 07-18-2003 z z 6 00 wz w ti¢ I z = � z r!- w • w • 0 O ▪ 52 o w W -O .. z w U= O ~ z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 35: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 36: Any room having an occupant load of more thanb 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 2501.16.1) 37: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 38: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 39: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 40: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 41: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 42: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 43: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 44: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 45: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 46: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 47: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 48: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 49: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 50: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials doc: Conditions D03 -142 r� Printed: 07 -18 -2003 shall meet the requirements of Uniform Building Code 803. 51: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 52: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 53: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 55: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 56: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 57: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 58: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 59: The Land Altering Permit Fee is based upon an estimated 2,200 cubic yards of cut and 2,700 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructionpr-th erformance of work. Si nature: ��G' - �G�� Date Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (V/ / D03 -142 Printed: 07 -18 -2003 z w c 0 O cn J N u- w 2 ua = �.w z = ZO w U� O N OF- WW O .. z W = O~ z CITY OF TUKWILA Community Development Department Public Works Department Permit Center - ii€ 6 aDQSatulthcen ter - B *, Suite WO V-•%- Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** 9///24/ Mailing Address: C S /Jil), d$ ///g V(/ Site Address: Tenant Name: Property Owners Name: 4Af/Un? CONTACT•fERS • Name: Mailing Address: E -Mail Address: GENERAL :CONTI2ACT Company Name: (0 7b/r Mailing Address:77 7 / /l OR INFORMVMATIO Contact Person: /2/ O E -Mail Address: �lt�L�' ," (I'5////4 • � G n 4 Company Name: N,CA./ Mailing Address: /// (• S. 04/6/9/2 Contact Person: k. /0/)/,Z.-/ //7/2/2G'/_{ / E -Mail Address: e Company Name: (54)/ Mailing Address: /r 7/ /774 i/l� /4 (Y, t Contact Person: /7 /I /l // / l/ � / E -Mail Address : � /�l i71d' • / 1 appliationstpermit application (1 -2003) 1/2003 State Zip e Pagel King Co Assessor's Tax No.: Suite Number: •, , Flopr: New Tenant: .... Yes [] ..No City City / State Zip Fax Number: 1 .20 7 ).Z 7$ ' 7/A City Day Telephone: Fax Number: (26 State Zip cz't5 ' 7/27 Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT; Or RECORD All plans be wet stamped by Architect of Record ENGINEER OF, RECORD - plans must be wet stamped by Engineer'of Record. City State Zip Day Telephone: (.,2Glo) Fax Number: (& J 22j LS City State Zip Day Telephone: ('2l'G� %_ • / 2 OO Fax Number: (V,kP- 1-. / • z • w J U O 0 W = F— w O 2 2 • a w z = t- W ~ W UC3 0 u) _ I- W w z U O • H- z Scope df Work( please provide etafied informati • n): ,l/ Caws�YLv cr �..oc -+ASE f 2iE3�n,�v - ,�e�t �_s —die 1 � 't ,Ik,►�D t;�TL.tZtivG Call before you Dig: 1 800 - 424 - 5555 Street Use: ❑ .. Street Use lappliutioneperntit application (1 -2003) Ir2003 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Lan Altering and /or Hauling: . Land Altering: W4 Z 7. o cubic yards `Et.. Fill 2ioo cubic yards ❑ .. Hauling Storm Drainage: Tct Storm Drainage ❑...Flood Control Zone Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Information: 'Q'. City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑... City of Renton Water District . Water Main Extension .i1.. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑... Water Only .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: 0... Curb cut/Access/Sidewalk See w r Information: ?City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑ .. Sanitary Side Sewer 0.. Sewer Main Extension ❑ ..Private 0.. Public Water... ❑ City Sewer ... ❑ Sewage Treatment ❑ Page 3 State Fire Line .... ❑ Zip Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: Z H w r QQ � i0 O 0 • 0 J • W W 1Q F 2 1 Z � t— 0 Z I— 111 uj U © O — O 1— WW H � I .. U = O ~ Z Valuation of Project (contractor's bid price): $ , t r (e) r(3 Scope of Work (please provide detailed information): i tormiAWN 4pplications\permit application (1.2003) 1/2003 i Page 2 Will there be new rack storage? 0... Yes A.. No If "yes ", see Handout No. Existing Building Valuation: $ ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from ..� submitted at the time of permit application) a•� 4 tip} • '4 +, for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: `b"`.. Sprinklers 0...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District ❑.. Water District #I25 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District King County Health Department must be if c.ri • We Existing Interior Remodel ' Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1" Floor —a--oo 5q`400 '2 464 I 444f —1 Ikv .4 2 ., l 2 . arl e Floors . . thru ' Basement (fit Vf Accessory Structure* Attached Garage .. Detached Garage Attached Carport 1 Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ , t r (e) r(3 Scope of Work (please provide detailed information): i tormiAWN 4pplications\permit application (1.2003) 1/2003 i Page 2 Will there be new rack storage? 0... Yes A.. No If "yes ", see Handout No. Existing Building Valuation: $ ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from ..� submitted at the time of permit application) a•� 4 tip} • '4 +, for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: `b"`.. Sprinklers 0...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District ❑.. Water District #I25 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District King County Health Department must be if c.ri • We Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumacc> I00K BTU Evaporator Cooler 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Command MECHANICAL PERMITINEORMA, • Contact Person: E -Mail Address: Indicate type of mechanical work being installed and the quantity below: bpplicatiuratpamit Application (1 - 2003) 1!2003 6= 313670 _r MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....❑ Replacement ....❑ Commercial: New ....❑ Replacement ....❑ Fuel Type: Electric ❑ Gas ....ID Other: PERMIT APPLICATION NOTES = Applicable to all permit$ in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review -- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PENALTY OF PERJURY BY THE LAWS OF TI- BUILDING (O R 0 AvTH RI $AG Si nature: : -7 7� / ,' Z (_ Prt ame: /2' ,,/ ' Mailing Address: „[ / 0/ 7 / / #/ - V/ Day Telephone: ( 2 % ' J f 2c / r77 /rf 2 30 &W/t2 Zip Page 4 City Day Telephone: Fax Number: State Date: gt II� /f /, City State :t ;lasLa Ad=';:t.: 1 :i441.1is::S t:,t2.'a'witro1 -' sz stem.. 4;4 4a Zip Z =Z re W 6 U U to ° u) W W I w - w< I �.w Z1.— 1— 0 Z aj 0 ( ° W 0 17: u O .. Z W = 0 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT rZ UO u) o u) 11J J = F W O 2 Receipt No.: R03 -00584 Payment Amount: 1,570.50 g Q u) Initials: SKS Payment Date: 05/12/2003 10:55 AM z w User ID: 1165 Balance: $2,272.81 Z H F- O Z 1— W • W U� O N O /- TRANSACTION LIST: = W Type Method Description Amount F- H u- Payment Check 30379 1,570.50 ..z U = 01 Parcel No.: 3324049019 Permit Number: D03 -142 Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 05/12/2003 Applicant: MUSEUM OF FLIGHT Issue Date: Payee: MUSEUM OF FLIGHT ACCOUNT ITEM LIST: Description doe: Receipt BUILDING - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 Account Code Current Pmts 58.24 1,512.26 Total: 1,570.50 094 05/13 ')7i.6 TOTAL i570.50 Printed: 05 -12 -2003 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3324049019 9404 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT R03 -00861 SKS 1165 MUSEUM OF FLIGHT Payment Check 31163 BUILDING - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description Account Code 000/322.100 000/345.830 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 RECEIPT Permit Number: Status: Applied Date: Issue Date: Amount 6,559.40 Current Pmts 2,357.91 58.24 250.00 223.50 49.25 1,808.00 1,808.00 4.50 Total: 6,559.40 D03 -142 APPROVED 05/12/2003 Payment Amount: 6,559.40 Payment Date: 07/18/2003 08:52 AM Balance: $0.00 0::.:74 07.`21. 1716 TOTAi.. 6559 Printed: 07 -18 -2003 w re 0 C o J • = � LL W O g n LL co d = W H ZF I— O Z W 0 co O o I— W w O .. z W • = o '' z Project: •,' , . , ''/ l 11. Type of Inspection: Address: 4" Date Called: _ ,-�) Special Instructions: ' Date Wanted: ,, _• $/-0 e/ (.m. — pin: Requester: - -,2 / Phone No: (:-- ) 76g,-..: 7 2,5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Receipt No..: INSPECTION RECORD Retain a copy with permit Date: Date: REINSPECT N FEE REQUIR . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suit Call to schedule reinspection. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 .3—wt A k �j�+ P j ii 'i u,rri PIT• Type of Inspe tfon: V a' A eie. 0 L., c u Date Called: Special Instructions: Date Wanted: . m , Requester: N Phone Na: U 3� 1 Cl Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECT! • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206)431 -3670 Approved per applicable codes. jT Corrections required prior to approval. Ei $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee my t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projp _ r / 1` I � . Type of inspecti Date C.Iled: .• 2 / Ads, s . a �— t 11 G %,r 1 - Spec al Instruc ions: Da e anted: im r . Requester: Phon 9bc ...,' J(1 ~ 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?.I (2 1 6 31-3670 Inspector: � Date: L _ / �'�A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z 2 N � y 1�. LG 6 U 00 N J = w O N ga W z= H W F— N U O 92 O H W L I tU = Q ~ z Pr. " -ct: ' ' -' ff - , Type pf I spection: ? t tl C d' A •dress; J C . /k1 an k) , D a ze Called: ( z 41 b Instructions: Special Instr / ( q .qU4 f . ` m . d'� y (f>n CITYti7 / :1".. D Date Wanted: � // ""f /`j c) p.m. nester: Requester: No: zz INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 P9 Tukwila, WA 98188 206)431 -3670 IX Approved per applicable codes. Corrections required prior to approval. COMMENTS: slA Q(i Inspecto : _ Date: 1 J —0 L I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: G 62 t ►h,, t °a ni y () k.i e C' Type of Inspection:, el kt∎0v 4. Address: I C {+- a" C ti em ' l , -f v'p t 5 --1 r'r") 1/ti'N, Special Instructions: to �,` I "O A. I 1 - >r' r f O ,r- 20 r 0 tin ei-ok c 1 Date Wanted: 3 31 -- 0�, a.rr, cral�. Requester: 0k, Or( k,.4o.l _oily , 1 Project: /_luSeum c 1 \ 4 -k- Type of Inspection:, el kt∎0v 4. Address: I Date Called: Special Instructions: to �,` I "O A. I 1 - ' 1 Date Wanted: 3 31 -- 0�, a.rr, cral�. Requester: Phone No: INSPECTION NO. R Approved per applicable codes. INSPECTION RECORD Retain a copy with permit � L I 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Z W ..I U 00 CO W J H Q W W O u-< I =... w Z � w • W D • 0 O — O IH W W O .• W — • I 0 Z Project: Gcdet c�✓ ( 9 I f" Or roc T e of Inspection: i G1 < 7m ( "i (-1 ( e4 r . Address: Date ailed: pedal Instructions: LOn 0 L C til co-,,,, � (iAC)1 ) C - F - - (, 101'\ Date Wanted: 3 I 0/ q- ..m. R Requester: ' r� l C 4 Phone No: INSPECTJON- I Retain a cCpy4Virh<jiermit'( ■ INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' 61{431 -3670 El Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: El $47.00 REINSPECT ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z re W D o, U (0 0 Cow J= u)w w 0 g < = • d 1- W Z = 1-O W ~ • w U � O Y2 � H W w -O Z W = © ~ Z COMMENTS: \� Type of Inspection , �poc cct I c Date Called: Address: I Q(' f' /P 1' t% v•cA V'P r - 4 ) in AAA ti a.m Requester: Phone No: C k " C (mc v‘s e S P r VA V* S \ on r n ^ ( ire - G t) r) (r)Ur d S taavrPA .C.--N PQ i °- I CaY Prf11JP(1 ?PCtrAk Sp.PC(c 1-- : 1, r!' Ct.I.pYC)VP C.- -).Pc .- S PA . L \ ) - rn. u sePcir4 - V)trr,ri. -- ,. �k-c,: d • ■-P -- 010,n h'r tc . +f P S 1I �(7(�l 1 - 1 (' 1 Project: M O,WO w\ o-(' \� Type of Inspection , �poc cct I c Date Called: Address: Special instructions: I Date Wanted: a.m Requester: Phone No: 19 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Z Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 U Corrections required prior to approval. Date: 0 ) 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: SS E MI 1 S Mt fit Se 11 V Z W 6U 00 W � w E g < N = W F-� W 0 ON 0 111 H1 II Lww Z COMMENTS: Type of Inspection: Drarna•e_ Address9 ) Y ,�a g inal I�ay Date Called: 3-161-.02,1 _ Special Instructions: / Date Wanted: 3 -z.5- a4 2Z vi 1 Requester: iCh Phone No: 2O ....786 - 3 .. 2.7b,C7.)(f - 37 i f f ( f -'t,. r Project: Museum of Ai' • ht Type of Inspection: Drarna•e_ Address9 ) Y ,�a g inal I�ay Date Called: 3-161-.02,1 _ Special Instructions: / Date Wanted: 3 -z.5- a4 a.m. -�: Requester: iCh Phone No: 2O ....786 - 3 2:75? oh\ 5 1) L INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: Inspector: El Corrections required prior to approval. Date: El $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Date: D03 -142.. PERMIT NO. (206)431 -3670 Z 1 W 11 L 00 J H W 2 uQ = �... d Z = Z� 11.1 uj D0 O N 0H W H� O lil Z U 0 Z COMMENTS: — * e. ..j C Q: I (1 11/. I IM4 C k c ( r-A A #; J1- 1) 1 i_ liv-ATAV 51 L. 1 so..;)-,‘ (tiluNc 'D ' cA mfi clw ic IL.))1 uLA o \I - L. 0 • e Qvc. c C,44-04, ( 6 tt I. r/ . . •i 0 '` V •tr.) 0 i C top 4 5. <- eit ......4- e, WON-1,c i 6 (),1A i , Project: Type of Inspection: e t ,.,• Address: e. Date Called: / 2- 7 6 3 Special Instructions: Date Wanted: a.m. p.m. Requester: i 0 1A0t4 / Phone No: ' INSPECTION RECORD Retain a copy with .permit INSPECTION NO. ' ') PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. D Corrections required prior to approval. Inspector: Date: ( 2 7/:; ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . . z Z 00 U) 0 u.I W _1 1.- u. w 0 5 LL. w D Lu uj C.) co O — O I— W u j LU • ( o z - • I .■;%'• 00;1:4 COMMENTS: Type of Inspection: 1A Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: A Phone No: a( : - 11 / U' J / FF J ` 0! /A ), J /.f .! J4,i .' '.E Ii 4 ` " 1.), g . t : 4 .c .. d Ii f� , , Cf .1 L ..'t_ ,.../; / .1 ? -.4 -,a w... t2 (.A...., R_F.• . "? t _O .,Y I ,. /4 ' C _ Project: , ,.. R1a -e.v +. F "--" I Type of Inspection: 1A Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: tolA wet INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. nspector: L1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: � 2 -7 Y2 Date: tr Z 1 �.- Z ce W Q � �6 U U (r) CD LU -I� Q p Z Z I— 0 Z W U � O 0 I— WW H 1L —' LU = 0 Z COMMENTS: • Type of Inspection.;, Address: 9 /="/Y� ./r0/- 1Cu.iS Date Called: /D / / �� Sec a l Instructions: ' Date Wanted: ./0) 15 )6.3 a.m. ---pm1". Requester: // Phone — No: .2/) lam` - 7(f // 3° ) - ' _ l.A,- • C ► a is C 1 IA 5 ... ( i-ie --- ,, 1 , 1 Project: rn.SeUmo F711c1.J Type of Inspection.;, Address: 9 /="/Y� ./r0/- 1Cu.iS Date Called: /D / / �� Sec a l Instructions: ' Date Wanted: ./0) 15 )6.3 a.m. ---pm1". Requester: // Phone — No: .2/) lam` - 7(f // 3° ) - S f) INSPECTION RECORD Retain a copy with permit De5 —l'o' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. Inspector: $47.00 REINSPECTION, FEE REQUIRED. Prior to inspectiorf, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: C OMMENTS: 7 '" 72 Ani n/ 6 - no 1 f / F j7 Address: 4 /0 F int/ r9 ;J4 I Date Called: .V. -- 3- C) Y Ct.) u I J .s'A, /h N - ( le 7 Date me / O ; , cI -- F 0,1 N (G1-) , a-.J f ),M 1 /J -- Ai lI4 Phone No: a 6 6- 9 96- 3 z 79 1,2 �1.�.rpc)( j p �� i J, ,,, —\J eT"; Proj•ct: 2l s Zr -W) r n r r Type of Inspection: A : A . ? / 2 n•? /;Jb — EY ; - S i #4 rk Address: 4 /0 F int/ r9 ;J4 I Date Called: .V. -- 3- C) Y Special Instructions: Date me / O ; , ( Requester: ja,nh Phone No: a 6 6- 9 96- 3 z 79 153 Approved per applicable codes. ❑ Corrections required prior to approval. F oo 3- iyz INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Irtpect r: Receipt No.: Date: .00 REINSPECTION FEE ' EQUIRED. Pfi • r to inspection, fee must be i d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: - a (/_ dL/ V Project: � _...�_ , • f.4. 1 Type of Inspection: 4 !•- °f 1 -AL Add, ress: , �''1 t.) 01-1 E . if • ^ ate Called: P..- -2_s -_. 0',i Special Instructions: en ! (.• . — Date , anted: a.m. < P...y— CA- p.m• Request .� -�✓"' Phone No: � F.• 01, — AG- ,'. ^G -79 COMMENTS: r . /(.- . 11 '1 ,h/� — 0) -c en ! (.• . — T I r• p f n,Ne. c/© INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 98188 (206)431 -3670 153 ,Approved per applicable codes. Corrections required prior to approval. 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: '7{ DVS V Z W 6 U U co co J Lt- uW 0 u_ Q to n = W Z = w U� OH W I � F L' O WZ O~ Z Project: Type of Inspection: ( _ r ivva Address: C l `-( a Li E. 11/■ � l Date Called: - 2-- 2 3-- °LI Special Instructions: Date Wanted: D— ZLI ._.- DUI a.m. p.m. r Requeste��� k Phone No: I COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM ( 06)431.3670 Approved per applicable codes. U Corrections required prior to approval. $47.00 REINSPECTI ' N FEE REQUIRE ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: V Z W J U O 0 0 CO III J S O w W J u_ N d �w Z S zI- uj U � O N O H = -O .. Z W N O ~ Z COMMENTS: G ) 5)/ Sp P Nd4 Z Cy /%v e gS7 Ct. 4/ 241 Vo rE add re, 777 - ith9r--,/ /1e o it 7/ . - /• /, ` ssfe 4},Y/ ,t elo -," ode .%-✓sue i, 69-A / / - ) i)A, / Proj ct: Type l+lnspection: o hi s / rat o f 1= / (4, N— e itspk+t 41 C g, / / Ad Date Called: 9 11041 . ('11 51 ia1 Al 1—a A - oq Special Instructions: Dat 'Wanted: a.m. / — Ol 6 -0 � p.m. Requester: Phone No: A6 6 -- 286 -- 3Z - i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 06)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. n•.ect Receipt No.: Date: .00 REINSPECT! • FEE REQU,1 • ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 06)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. n•.ect Receipt No.: Date: .00 REINSPECT! • FEE REQU,1 • ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pr9ject :. .-1"/ -' / Type,of Inspection :, / -&e: -1 /71! `x,% ice ./, Address: l „ Date Cal ed: _ / G' Special Instructions: F ✓ Date Wanted: / /Z-- Oel a.m. (1C"m Requester: ; • , Phone No: ‘::06 71e q -;7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTIO NO. Approved per applicable codes. Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit ` S4,, (/- ter gS P%o c,/ei Corrections required prior to approval. J � 4//3 Crly (IS .7 S i elL I Date: He / Date: PERMIT NO. 1 REINSPECTION ; E REQUIRED. Prior to inspection, fee lust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 1 QQ � JU 00 c o w J W L a _ � Z = W D O N � W H0 W Z 0- Z Pro . � Al � (L.- Ty a e of Inspection: / L44 � fit/ /i , ) �`c.,/ Address: , Date Called: Special Instru lions , , tiAl5, Date W nted / - jam ......c., a. Requestg� Mane No: INSPECTION RECORD Retain a copy with permit INSP N NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 670 Approved per applicable codes. COMMENTS: Inspector: Date: F $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 'Receipt No.: El Corrections required prior to approval. tir Z H Z W QQ 2 JO O 0 � w J z F U) W W g< _ • a I-W Z = W N 0 I— W W W Z U = O ~ z COMMENTS: frisa(A/ q Plf Type of Inspection; } �^ f . d• a s• r L i D to III � : � � 1 0 �.- In■ tJ/' . t . Date Wanted: 0Lf a.m. p. . - ' ,,1 ,t — I 8 86e-3)79 �� C •_ 1 . .rf ' . . , ,.... ...... ... . , Pact: frisa(A/ q Plf Type of Inspection; } �^ f . d• a s• r L i D to III � : � � 1 0 �.- Speci.I Instructions: Date Wanted: 0Lf a.m. p. . Requester: (� -. ( 4� Phone N . 0 (.,e — I 8 86e-3)79 iz INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431;3'670 Approved per applicable codes. Receipt No.: `r Corrections required prior to approval. $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pr'ject: . � 1 } � — Type of Inspection: Lg.... A,1 / D to Calle.: Sp • ci. I Ins uc ions: Date Wante + : ) V '�f - .m. p.m. 1 Requester: CAA- PFD - 7 ( o — . 7 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 '0)3 ILO PERMI Approved per applicable codes. El Corrections required prior to approval. Ei $47.00 REINSPECTIOpI E REQUIRED. Prior to inspection, fee must be paid at 6300 Southceht r Blvd., Suite 100. Call to schedule reinspection. COMMENTS: i,IJ lA / i (1 .0 /..(Z 0 4.._ ,1L7, 072A-1-" Ad es : — b '1.4 D -te Calle < A U Spe ial Instr ctioris: e L,m c� /1 }Le 9 p Re uester: % _ , Pb o 7 6 LP — Ig CI_" R 701 /1 4 _ P >� t � u . � �- �fl �--)�- Type of In pectiorl: e. die' —, ( - a y�r l/ I die' Ad es : — b '1.4 D -te Calle < A U Spe ial Instr ctioris: Date Wanted: Cd;lll� .. ,../..)( p.m. Re uester: % _ , Pb o 7 6 LP — Ig CI_" R 701 jO Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 3670 A pproved per applicable codes. 0 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Ir kr) Type of Inspection: CJ 1 / 7 2 e l Y -I' • t () " ,* / / 1. ( 1 :i rt( -1- nr-rs id,- r ,-i-L-CAop - AppEoW ./ d ' /2 is/#/ ; / / AJci, 49 -A O'\ (p. 1, ;1. 1 a.m. P.m. Requester: , / Ai gr e.eA Phone No: - Proly) Ir kr) Type of Inspection: CJ 1 / 7 Address: q 1 / 0 t i 1 C/ M45.. 41 Date Called: 4,2- 3 0 - a3 — Special Instructions: , ate Wanted: /./ - 3 ) - 10.5 a.m. P.m. Requester: Phone No: J 03- /VZ--- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 A oved per applicable codes. orrections required prior to approval. J. ctor: Receipt No.: Date: /2- 3/ -o 47.00 REINSPECTIO FEE REQU) ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • .• F Project:4 .0.01)w., 1 I t ClIrvi. Type of Inspecyom I I , ,Aici IA --LANS uk otl CO y‘ Address: C PS ( L,A4Ae-c,. t Date Called: Special Instructions: (NYO Date Wanted: 0 a. . Requester,-- , f 1'4 ( 379 1)1 ■AAAXA.4 COMMENTS: L."......-4..........LAPIC cr.....--‘ -- e —No& .A.t....... ...... /I i LL. /a / ' 1)1 ■AAAXA.4 •• k ,(N/4 CA.-S1 1 t 0 AA./ k." C - 3 .- Co 6 • ; a- • I 2( (C' -.2 .2 0-.0._ rly..Z..t.c..10 4--e (A. . 2..G, 0-2., 1 spettor . _ . . ...., — .. _ -, Date: _ 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Receipt No.: Approved per applicable codes. aCorrections required prior to approval. El 4. 00 REINSPECTION F E REQUIRED. Pr' r to inspection, fee must be pd at 6300 Southcenter Blvd., Suite ] 00 Call to schedule reinspection. Date: b01-- H:2 z ce LI- O 0 U) 0 U) W 1.- U) u_ W ° : Lt. <IC co a Z I— 0 Z u j 0 — a I— W u j w z I— :— U. 0 /-- z COMMENTS: 4 0 fi .� 4 ' r c., Li -/Ge , / " (."-" .5 r ' mot"., 6 L e l `/) 4 r / r . / . - 7 7 r 4'.1 -) /li `( 4 !.).,, /'f .0 / 4. Phone No: •, OU -- /X62-319 V V a'A e / I i A 4 7 • 4 '. A' .� - - l .././ l . r .. - 3^t ("Li /J•� / ` ' t J r ; ' ," A Pro' • PV--( PI Type of Inspe on: • . 0 /7/ i a A • es 11.0 /1i L.i' , 9ate ailed. r ,t► ` Special istructions: IP • e Wanted: p .m. Requester: , K'Ck Phone No: •, OU -- /X62-319 • PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved pejrapplicable codes. ❑ Corrections required prior to approval. $47. sT REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy. with permit Dec: r Z W JU 00 to J WO u_¢ = a z = H 1- O W W U co � W W H� u' .• Z W U = 0 Z Pro / f i Typ,e-of Inspection: • Special Instru r M- 1 4. , all 11� ions: 5'30 a Dale ailed: 1 c " . ( 7 D.te Wante ' .. 1 --3 1 .VICr' p.m. Requester: --1— C-- 6 q Phone No: 7, 0 CP -- 730 -- v) w9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Cip CO.N.L0 nspe or N $4700 REINSPECTION E REQUIRED. Pior to inspection, fee must be p� d at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Date: Date: PE IT NO 206)431 -3670 fir COMMENTS: (I - If 1-4 Type of Inspecti.n: , ) c.› Address: 4° 0" ' -:- ' PG:1/ k . i(1) ( Date Called:` 0 c 71 6 - A - Special Instructions: /- ' a.m., ( - - — 0 7 m . ... ,,, n k !, iv It T Phone No: , 19 0 A / Afrk /2.:Ci,j . (AA t,v -,..t ' '.,i , i A I) il 1 ' el: L (L .. , • i 1 k,ic. ... C--7 -t-,11.1,4 (P. 6? Pro'ect: v — Y --4 i (I - If 1-4 Type of Inspecti.n: , ) c.› Address: 4° 0" ' -:- ' PG:1/ k . i(1) ( Date Called:` 0 c 71 6 - A - Special Instructions: /- Date Wanted: , 0 /e-//e)----S a.m., ( - - — 0 7 m . Requester: lir / /27) .. \ Phone No: INSP • INSPECTION RECORD Retain a copy with permit CTION N I PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcent r Blv ., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Receipt No.: t • , J3 -I ED Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: Type of Inspection: Address: Date Called: f 0 \''N 7, ,. -1 .- -- r-:' q l i ‘. s•-jci:.) MeN, . J C. t■-7 (.....''' C. 1....,<1 C i-J \jrlf N._ c 1 1 If i .... _2+1_1 • , ' 4 .. 2 . rr,,t Requester: D 1/41 0.-) i ....., C_ P= . 1 r\--/-7 "" .14,1- LA t Q 124 Z' fi c 1 - rev,,,, I. i...1:X. A LI C lc %./.....A..e 0 t9.--s.... i t P P.) kAAt 9 (.Q2-. ■ It LA..) tatitA ViA.n.A 0 I AA (c.,tA,..,..4„ is.A.k1 .. A 1 '(I'V, ,• . (') rpu+)/Ahl. t.kAA , r, 1 , c 0 ---, K 0; , it.',4%.../...a.. — % - A 0 ' • • ,...,.. .t t A ii...) 4. .,... f it ik ( .-- . Q :-...-- / r( (.L.1.., . .-w f b.) ),?; Project: , ,I..iS PA thy.. r\ r fili ..-,f-- Type of Inspection: Address: Date Called: f a Special Instructions: Date Wanted: 4 ( I. a.m. 4)3 p.m. Requester: D 1/41 IIS /V 0 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. DO 3 L. PERMIT NO, (206)431-3670 Inspectotik r iv ti I 5kA.a tp4.t1 k..ANA.. id) Date: / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1-4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i i MCS MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. Please disregard previous image. Fl Please disregard previous 2 images. F Please disregard previous 3 images. Other: ►T w U O N O • tu J N � LL W LL< I • d Lu I- O Z I-- w U� O — Q !- W W W 0 - .• W co X 0 z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. COMMENTS: ,7‘ • q j • C k",,/ - UN .•:-:-. , -. .t . 7,5 " 4- LO fikc 1 C k_ .. A_.t. c.. k ,.,......1 C .4 -Llt — \."•—■—... r:',— -- 0"k—c) , t IL 4 IA, ..)0 — f, f...':5' • P.0 ,C , rk„...c.:?..‘..,...,‘„,.... , 1 _QP,,' Ilk / 1,: ‘',,.. 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Receipt No.: Date: 6kg a Z uj re 2 o • 0 co 0 COW W I W O g < D. a uj I— I Z I-0 Z W O CI O Y CI I— • u I 0 — LL. — 0 w z • W — 1-- O I— COMMENTS: Type of Inspection; Ad ess: v *24 E (12 1/Ye ( Wy S Date Called: Special Instructions: 1/ GrOLt.-+ine Date Wanted: I 1 03 ( a.mj '''13;c6. Request r; I C A ef(r:/i) Phone N,9: . 7101) ,. ./..., '-) i... An 44 — ,...,/ 0,.....!'c A ..t". VC ) I ...i= , ,. V i'$ ' II p, i ,—, I ! f ..: 1 ';.- : : ''.0 4. "---. 1., Ili.' , . ; •,, , ( Li 'um. : 'I ,.. v j. Project: Type of Inspection; Ad ess: v *24 E (12 1/Ye ( Wy S Date Called: Special Instructions: 1/ GrOLt.-+ine Date Wanted: I 1 03 ( a.mj '''13;c6. Request r; I C A ef(r:/i) Phone N,9: INSPECTION ),0) INSPECTION NO. INSPECTION RECORD Retain a copy with permit - L03- /IQ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ID$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ' GC i:- -,. ... Type of Inspectio,n: (-- i I1 -.-,;.--ixA_dci Address: P Lin 1-1 E -- e),-... 4 , . (.0 Date a led.: .. 4 • c. 1 ..,..!!. 3. . (0 ? Sp cial Instructions: p 14. ' ' u...- T 7 141..tt-464--. p ate Wanted: i p.m. Requester: Phney. . 7 _ - A,-) ? 0.:oct COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. PER (206)431-3670 Ins .ector: Date: 7.00 REINSPECTION FEE RE UIRED. Prior to i spection, fee must be id at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. t No.: Date: fir Z .1 O 0 U) • W W -J F- U) u_ w 0 < • Ci W Z 0 Z W w 0 O ( -2 • 1-- w w LL. (Li z • co o 1— z Pr ect: H { (A..6. t &1 (1".E . F �` 1 — Date l Type of Inspection: C d C��C , ' - !; Address: 1 j 0L F .1 . Cdlled: _s� `'� �' �'�.: Sp iai Instructions: �o (rte � 1 v� .. L ` i�� 20 Date Wanted: �/ � /___ a.m. ' Requesters "� Phone - No � ' -- 2 / O Le INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Receipt No.: k) a 4 7 INSPECTION RECORD Retain a copy with permit on ' .pr Q �('� �i9 14J Date: (206)431 -3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: to(y) e A dress: ° 0 Ei t it/ k c Date Called: 06 /;z I /0 ......... Special Instructions: 1 Date Wanted: c K1 .1-- 4 /3 )2 ,', 1 iL .. , C&LLZ_)/ 0 . (.7" . .- . .-,0," il• • i' ,.- ... - 5 , , - r .4... -, r :- t : - -.• i , . ee 1 2 ,4 -t7 ".: 1 1 ". 1 7 2/7 7(.) 3 If l ,- . --- ,...0 , i : , -..i / ) 22:/7 Acr f / h 4 ' f r f1 4 .. t -,e) I •'''' ' t ", A — I j..,,It/77 r, ■ ■•1 .? ((:' '' ;; 7 ;1 i ,o ; livi i ,ti i ,,, k . i t p Project: (A <Foal 04 1- cf. Type of Inspection: to(y) e A dress: ° 0 Ei t it/ k c Date Called: 06 /;z I /0 ......... Special Instructions: 1 Date Wanted: a.m. Requester: C&LLZ_)/ 0 Phone No: 6 — -- N 3- 76 0 • INSPECTION RECORD Retain a copy with permit s- ) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • z re 6 _J • 0 U)0 w I.— CO Lt. w 0 2 g LL. W til Z F- 1- 0 Z t-- W 0 O 52 O 1— w w I w z L I 0 co c.) 5' z COMMENTS: : 1 error • n , e (o• b)i \\ i- PscLeA u e %./ ...1 Date C. ed: ,. , , F S 03 Sp • cia Instr ctions: ..'. ' n eon OM r e r1rr D to anted: OR � �� a.m /7 kv .Srpc.. t( r vN...t, A f) Mr, , nr n ntA( V vi5 . Pre ect: U :� _ r : 1 Type of Inspection: 1 .: , . , Ar ress: E I %./ ...1 Date C. ed: ,. , , F S 03 Sp • cia Instr ctions: ..'. ' n eon OM D to anted: OR � �� a.m /7 Request2��- Phm 1 — 0c) Lo 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. nspector: r Date: a _3. I ,o3 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PER (206)431 -3670 Corrections required prior to approval. J ti Z it 2 ~ W JU 0 u,0 W = J�.. � LL W V_ co a hW Z 1.- 1— O Z W U0 O al- W H - O W Z U O 1- Z COMMENTS: SYv\d' i?oU r C tM e \,,, .- kf4CI ft o n * AU't-P(X 8-- c -n3 A •p r� Date al ed: C ? ij .1 ' J-n-, -� er ` I G' t i\ S n - PC -t S tions: l d ,• V vv‘ C * 14 " A k ) v∎A Y kr . A ton U P tx.) r ∎ 41 VT r \ t•t)Ot `00 (A C\ et Mk c n w\ -- \ e ( -P If vv.i i- \o\. Pro'ect: .- Ty.e,of Inspection• re s• / � Date al ed: C ? i Sp-ci. Instr 8 ; 9 ' v , } ' tions: l d ,• Da e Wanted: t a.m O \ J� p.m. Requester: Pho.eNo: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 : 3670 El Approved per applicable codes. Inspector`: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Ej Corrections required prior to approval. COMMENTS: ,/ , S l 5 a 1 j ( V i / te Fc e e k "---( 44 / 0 4/144 Y r a_ • 4 ./.. ..., C- Date Wa - • c - 4e, ti c' ..../ -, Air ii.i - ". ' I/ e# 1' /C- 1 g;370 , -I i7 -"Veil /0 .,. I . 1 . Z CZ., I- I -----------a--------(1/1--------- Project: /ft OF 12/6//7 Type o Inspection: g r 6 cu /14 T . Address: 7VOil E 4 ## 6 u' Date Called: f - /C - 0,3 Special Instructions bi..),v6--- e v --- //i0.41. 7/ (03 lel a' e 0 ( Date Wa - • c Requester c' hone o . , 3? El Approved per applicable codes. INSPECTIN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Inspector: INSPECTION RECORD Retain a copy with permit Date: L7&3 -/'; PERMIT n. Z.... Corrections required prior to approval. $47.1 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of I s pection: rie--co -il Add e : i 9 0 , j1'161e 1 4 l. t L,u S Date Called: GA- is /0_5 Special Instructions: / r ((OA(GU /V /0: o6 �l�'7 u4 p ae 14- )1P r P co (/ Date Wanted: / o e /l �Jn3 a.m. P.m. Ciequester: ; � Phone No: /,1 .c, o'�� 1 --1'"1 if 4 A4 A.a/t Pi d C.. .^• 1 t,2j- ;i L, -Y, t - e....e,fi`:.so 6.4-1. {{ ( A I„ /. /if. . ! f .) (A. ." 'f 5> r s (' /L .t.441..1 I +_' 0 1,•°`.4.` ,,r'` ,rte. ,,'A -1:4r 9 ,,,u .f, ./f ,„1.-, , jj Project: YYI�tS�vn� off- +I( ./ Type of I s pection: rie--co -il Add e : i 9 0 , j1'161e 1 4 l. t L,u S Date Called: GA- is /0_5 Special Instructions: / r ((OA(GU /V /0: o6 �l�'7 u4 p ae 14- )1P r P co (/ Date Wanted: / o e /l �Jn3 a.m. P.m. Ciequester: ; � Phone No: INSPECTION RECORD Reta a .c 'wi pit -.INSPECTION NO. v � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z h Z w W QQ � J U 00 CO 0 W I LL w 2 �a CO _ z = Z W 0 N 0 1- W o tL O iii 0- 0~ Z • Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitot Pre-Fire: Permits: 1 1 • Authorized'Signatub' City of Tukwila Fire Department Address /C/e 41. I Retain. current. inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued / FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. r Suite # 750/05 Date T.F.D. Form F.P. 85 s5 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z < • • I Z 6 _1 0 O 0 0 U) Q LL L1.1 u I 0 2 u_ a w z 0 z 0 C.) 8 D w LL I = - 0 (I) Pz0 SHANNON iWILSON. INC. DEOTECHNtCAL AND ENVIRONMENTAL CONSULTANTS Sill CAT'S (;( rs : t �. Lt J Final Geotechnical Report Museum of Flight Expansion Tukwila, Washington November 2001 z w ce WU U cn o cn J = H . cn LL w o L Q w Z = 1- O w • ~ U O- O H W 2 H 0 u—" O .. Z w U) U- - O ~ z far talata 1 ally �� r a, rlr � I aft sail sa IAA I understand that the Plan Check approvals are r:rrortz, - . ;�„ -, �,: SHANNON &WILSON, INC. OEOTEC.HNICAL AND ENVIRONMENTAL CONSULTANTS At Shannon & Wilson, our mission is to be a progressive, well- managed professional consulting firm in tlw fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. REID MIDDLETON RECEIVED JUN 6 2003 MKA, INC. - SEATTLE Final Geotechnical Report Museum of Flight Expansion Tukwila, Washington grfigNED 3l L 0 3 2003 1I EL November 2001 Submitted To: Bart Heath The Seneca Real Estate Group, Inc. 1201 Third Avenue, Suite 2350 Seattle, Washington 98101 By: Shannon & Wilson, Inc. 400 N 34 Street, Suite 100 Seattle, Washington 98103 21 -1 -09383 -001 z ~ w c aa t J U O 0 J� VJ LL W 0 2 u_ co I � W Z = l— O Z I— 0 O — O I— W W H tL O •• Z W U = O f- Z and construction of the Museum of Flight Expansion can be briefly summarized as follows: I- This report contains the results of our geotechnical field explorations and engineering studies performed for the Museum of Flight Expansion project. The expansion may include an enclosure (roof) over the existing Red Barn, the 2 -story Military Gallery at the north end of the existing structure, a pedestrian bridge over East Marginal Way South, and the Commercial Gallery on the west side of the roadway. Phasing studies continue, and some changes in the development program may result. This report addresses the early expansion plans and is applicable to alternatives as of November 2001. Subsurface Conditions. In general, the subsurface soils consist of fill, alluvial, estuarine, and lacustrine deposits. The near surface variable fill material is underlain by loose Duwamish River alluvial deposits and soft lacustrine deposits extending to depths of about 95 feet below the existing ground surface. Estuarine deposits of medium dense to very dense sand underlie the lacustrine layer. In our nearby King County International Airport air traffic control tower boring, the dense estuarine sand layer was about 30 to 35 feet thick and was underlain by a stiff to very stiff clay and silt. At the Museum of Flight, groundwater was encountered variably, between elevations 6 and 12 feet. Effect on Design and Construction. The effect of these subsurface conditions on the design ► The upper loose to medium dense soils are susceptible to earthquake - induced liquefaction and settlement ► The deeper dense sand unit (estuarine deposit) will support high capacity foundation piles ► Groundwater encountered during shallow excavations and stripping should be limited and controllable Seismic Design. The project is located in a moderately active seismic zone. The largest historical earthquakes in the region are the magnitude 7.1 Olympia earthquake of April 13, 1949, the magnitude 6.5 Seattle- Tacoma earthquake of April 29, 1965, and the recent magnitude 6.8 Nisqually earthquake of February 28, 2001. The subsurface soils beneath the project have a high susceptibility to liquefaction to a depth of about 35 feet and would lose considerable strength down to a depth of about 70 feet during a large earthquake. Liquefaction - induced ground surface settlements are estimated to be on the order of half a foot to a foot. 21. 1. 09383 -001.r l .doc /wp /eet EXECUTIVE SUMMARY 1 21 -1- 09383 -001 w 6 0O o CO ILI J H U)w w o a u. � z � �-- w ~ Ili U� 0 OH w Hr- u' O ..z w U = 0 z 21.1-09383-001 .r I .doc /wp /eet 11 1 , i• i • . �. In accordance with the 1997 Uniform Building Code (UBC), the site is classified as a Soil Type SF due to the presence of potentially liquefiable soils. The UBC requires a site - specific evaluation for SF sites. Based on our field explorations in the area, and our detailed seismic analysis of the King County International Airport air traffic control tower, we have developed w design earthquake ground motions (including response spectra) consistent with the current UBC. it g 6 criteria. 0 00 U) 0 Foundation Design. We recommend that the proposed structures be supported on deep 1- foundations such as driven or drilled piles bearing in the underlying, dense estuarine deposit. u.. w 0 The seismic loading conditions control the pile design. Driven piles, either 24 -inch, octagonal, prestressed, concrete or 24- inch - diameter, closed -end steel pipe piles, would have a design load g P PP P g • ? of 125 tons per pile. Drilled 18- inch - diameter augercast concrete piles would have a design load = C1 of 65 tons per pile. All three pile types would be on the order of 100 feet long in order to Z achieve the required capacity during and after the design earthquake event. Geotechnical z 0 parameters are provided for the lateral resistance analysis of the piles using the computer ? o program LPILE P- o ff Subgrade Preparation. For floor slabs and exterior pavements, we recommend excavating the v site as needed, then compacting the upper 18 inches of the subgrade to 95 percent of the �- p z Modified Proctor maximum dry density. After compacting and proof rolling the surface, an 18- o U) inch -thick layer of compacted, permeable, well - graded, imported material would be used beneath 0 r- interior concrete slabs for slab support and as a capillary break. Above the vapor barrier, an z additional 6 inches of capillary break material should be placed (per Sellen Construction). For exterior pavements, base course material would be placed and compacted on top of the prepared subgrade. Building Performance. These recommendations will result in different support characteristics and a potential for different long -term performance of the expansion compared to the existing structure. These different performance characteristics result from the evolution of seismic design criteria and apply only to earthquake loading conditions. Flexible Pavement Design. Asphalt pavement sections for the areas that will handle aircraft traffic and those for buses- or autos -only were developed using the 1995 FAA program LEDFAA and the 1993 AASHTO Guide for Design of Pavement Structures, respectively. The recommended pavement sections assume that the subgrade will be prepared and compacted to 21 -1- 09383 -001 NMI increase the strength from the presently unimproved condition. The design pavement sections for the aircraft areas and the bus -only areas provide for full -depth frost protection, while the design for the auto -only areas provide limited frost protection. 21-1 - 09383 -001.r l .doc /wp /eet 1 11 21 -1- 09383 -001 z w 41 6 - J C.) U O (f) cI J H • u. wO d ga = • d F w I— O z w • w n O ( 2 ) .- O H_ w j • 0 -O .. w U= O 1— . Z . 21 -1- 09383 -001.r l .doc /wp /cet TABLE OF CONTENTS iv Page EXECUTIVE SUMMARY 1.0 INTRODUCTION 1 2.0 PURPOSE AND SCOPE 1 3.0 SITE AND PROJECT DESCRIPTION 3 4.0 FIELD EXPLORATION PROGRAM 3 5.0 GEOTECHNICAL LABORATORY TESTING 4 6.0 SUBSURFACE CONDITIONS 5 7.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 6 7.1 Analyses Based on Observed Conditions and Design Requirements 6 7.2 Earthquake Engineering 7 7.2.1 Ground Motions 7 7.2.2 Earthquake Hazards 8 7.3 Deep Foundations 10 7.3.1 Pile Design Requirements 10 7.3.2 Axial Pile Capacities 10 7.3.3 Existing Facilities' Foundations 12 7.3.4 Other Foundation Alternatives 13 7.3.5 Lateral Pile Resistance 13 7.3.6 Estimated Pile Settlements 13 7.4 Retaining Wall Footings 14 7.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings 14 7.6 Slabs -on -grade Subgrade Recommendations 15 7.7 Flexible Asphalt Pavements 16 7.7.1 Design Approaches 17 7.7.1.1 AASHTO Design Method 17 7.7.1.2 FAA Design Method 18 7.7.2 Subgrade Strength 18 7.7.3 Aircraft and Vehicular Traffic Loads 19 7.7.4 Pavement Design Sections 21 7.7.4.1 AC PVMT Type I Areas 21 7.7.4.2 AC PVMT Type II Areas 22 7.7.5 Frost Protection 23 7.8 Permanent Groundwater and Surface Water Drainage and Control 24 21 -1- 09383 -001 6 U U 0 CO 1 : 3 CO I1.1 J Cu- w g n u_ ? w a z w H a z � 1— 0 Z 1— w • w (J 0 O - O 1- w w ..z w U= 0 z TABLE OF CONTENTS (cont.) Table No. Figure No. 21-1-09383-001 .r I .doc /wp /eet LIST OF FIGURES V 1 Recommended Parameters for Lateral Resistance Analysis Using LPILE 2 Pile and Driving Equipment Data Sheet 1 Vicinity Map 2 Site and Exploration Plan 3 Generalized Subsurface Profile A -A' 4 Recommended Design Response Spectrum 5 Estimated Seismic Capacity 24 -inch Octagonal Prestressed Concrete Pile Page 7.9 Backfill Material, Placement, and Compaction 24 7.10 Site Grading, Excavation, and Temporary Cut Slopes 25 Z 7.10.1 Site Preparation 25 z 7.10.2 Excavation and Temporary Groundwater Control 27 ce g 7.10.3 General Excavation and Temporary Cut Slopes 28 6 v 00 -I_ 8.0 CONSTRUCTION CONSIDERATIONS 8.1 Driven Pile Installation 8.1.1 Pile Driving Equipment 8.1.2 Pile Driving Conditions 8.1.3 Wave Equation Analysis 8.1.4 Monitoring Pile Driving 8.1.5 Pile Driving Vibrations, Movement Monitoring, and Noise Levels ... 30 28 28 28 29 29 30 U) u_ w 2 u. Q 8.2 Augercast Concrete Pile Installation 31 Z Ulm 8.3 Test Pile Program 32 1. - o 8.4 Wet Weather Earthwork 34 w 1— w 8.5 Construction Observation 34 v o o rn ' 9.0 LIMITATIONS 35 o F- Li' W 10.0 REFERENCES 37 � —o ..z w o F. F_ LIST OF TABLES z 21 -1- 09383 -001 �w. _ J iur TABLE OF CONTENTS (cont.) LIST OF FIGURES (cont.) Figure No. Z 6 Estimated Seismic Capacity 24 inch - diameter Closed - end Pipe Pile ~ W re 7 Estimated Seismic Capacity 18- inch- diameter Closed -end Pipe Pile 6 v 8 Estimated Seismic Capacity 24 -inch- diameter Augercast Concrete Pile 0 A 9 Typical Basement Wall Perimeter Drain and Backfill u) w J = H WO 2 LIST OF' APPENDICES u_Q co = c7 I— W z � A Field Explorations 1- - O B Geotechnical Laboratory Testing w I— C Liquefaction Potential 2 M D0 D Heavy Falling Weight Deflectometer (HWD) Test Results O N E Important Information About Your Geotechnical Report o 1-- WW U LLO Ili 2 U� O~ Appendix 21- 1- 09383.001.r l .doc/wp /eet vi 21 -1- 09383 -001 Z FINAL GEOTECHNICAL REPORT MUSEUM OF FLIGHT EXPANSION TUKWILA, WASHINGTON 1.0 INTRODUCTION This final geotechnical report presents the results of our field explorations, laboratory testing, and engineering design recommendations and conclusions for the proposed Museum of Flight Expansion, located adjacent to and across the street from the existing Museum of Flight. Refer to the Vicinity Map, Figure 1, for the regional project location. We understand that planning and phasing discussions are still underway, but that the Museum of Flight Expansion may consist of the following elements: ► Enclosure over the existing Red Barn. ► Two -story Military Gallery with basement level with classroom space immediately north of the Red Barn. ► Pedestrian sky - bridge over East Marginal Way South. ► Commercial (or West) Gallery on the west side of East Marginal Way South. The Site and Exploration Plan, Figure 2, illustrates the locations of these project features. We understand that the Military Gallery and Red Barn enclosure will have relatively heavy column loads while the Commercial Gallery and pedestrian bridge will be lightly loaded. 2.0 PURPOSE AND SCOPE The purpose and scope of our work was to explore the subsurface conditions, summarize the exploration and laboratory test data, and provide geotechnical recommendations for the foundation, pavement, and seismic design of the proposed Museum of Flight Expansion. Our services included the following: • Identifying and reviewing existing geotechnical information. • Drilling and sampling two deep soil borings (designated B -1 and B -2). • Drilling and sampling four shallow soil borings (designated B -3 through B -6). 21-1.09383.001 .r I .doc /wp /eet 1 21 -1 -09383 -001 z Z CL .J C.) 00 CO CI W J i- � w 2 g-J I z = 1-0 z 1— w • w O P O I-- W I— LL O w 0 c O 1 - z kte ^—• 21.1- 09383 -001.r I .doc /wp /eet • ► Drilling and installing two shallow observation wells (designated OW -1 and OW -2). ► Performing three deep piezocone probes (also called cone penetration tests or CPTs, and designated CPT -2, CPT -4, and CPT -6). ► Performing three deep seismic CPTs (designated CPT -1, CPT -3, and CPT -5). ► Performing a series of Heavy Falling Weight Deflectometer (HWD) tests for the Commercial Gallery. ► Preparing a subsurface profile through the project site. ► Conducting engineering and seismic analyses. ► Summarizing our conclusions and recommendations in two preliminary design memoranda, a draft report, and this final report. We reviewed the following existing Museum of Flight geotechnical reports: 2 21 -1 -09383 -001 0 W H U) w u Q We also completed hazardous materials surveys for affected buildings. A separate report of d those conditions is in preparation at the time of this writing. F z � 1- O w ~ w 2 • o ► "Proposed Museum of Flight, Soils and Foundation Investigation ", letter report for Ibsen p g2 Nelson, Architect by Neil H. Twelker & Associates Consulting Soils Engineers, dated June 22, 1979. x 0 ► "Pacific Museum of Flight Phase I, Seattle, Washington, Soils and Foundation 11— z Investigation ", letter report for Ibsen Nelson and Associates by Neil H. Twelker & Associates Consulting Soils Engineers, dated August 15, 1980. � ► "Pacific Museum of Flight Phase II, Soils and Foundation Investigation ", letter report for Z Ibsen Nelson & Associates by Neil H. Twelker & Associates Consulting Soils Engineers, dated October 31, 1980. ► "Pacific Museum of Flight Phase II, Seattle, Washington, Soils and Foundation Investigation ", letter report for Ibsen Nelson and Associates by Neil H. Twelker & Associates Consulting Soils Engineers, dated August 24, 1983. In addition, we reviewed the available geotechnical information from surrounding Boeing buildings, data in our files on other major Boeing Field -area projects, and the Phase II Environmental Site Assessment report for the Commercial Gallery portion of the project by GeoEngineers entitled "Report, Phase II Environmental Site Assessment, 9725 East Marginal Way South, Seattle, Washington, dated March 12, 2001." 3.0 SITE AND PROJECT DESCRIPTION The proposed Museum of Flight Expansion project is located adjacent to and nearby the existing Museum of Flight, southwest of the King County International Airport at Boeing Field, and along East Marginal Way South. The approximate locations of the existing and proposed project features are shown on the Site and Exploration Plan, Figure 2. A major arterial, East Marginal Way South bisects the project site. The Commercial Gallery will be 144,500 square feet, the Military Gallery will be 153,600 square feet (on 3 floors), and the Red Barn enclosure with a basement will be 84,000 square feet. The project site is located within the Duwamish River valley and is relatively flat with maximum topographic relief of about 6 feet across the entire site. Several existing structures are located on the approximately 7 -acre site along the east side of East Marginal Way South, including the existing Great Gallery of the Museum of Flight, the Red Barn, and two King County (KC) International Airport hangars (Hangars A and B). The two aircraft hangars will be relocated about 1/3 of a mile north of the site in order to provide additional parking for the museum; the hangar relocation site is known as lots 13 and 14. We have prepared a separate geotechnical report for the hangar site. The 5.5 -acre Commercial Gallery site located to the northwest across East Marginal Way South currently consists of a large asphalt parking area and an existing two - story concrete Boeing building. The Commercial Gallery has a planned future triangular- shaped expansion on the north side of the proposed gallery (see Figure 2). The Commercial Gallery will be just above the grade of East Marginal Way South. The site slopes gently down towards the northwest; therefore, fill will be required to achieve the final grade of 19.5 feet. The Military Gallery and Red Barn enclosure areas will be excavated to elevation 12.4 feet. The excavations will require removal of about 3 to 6 feet and about 9 feet of soil at the gallery and enclosure, respectively. The Military Gallery will have a basement level and two upper floors. The Red Barn enclosure will have a basement level and a main level. The Red Barn enclosure basement level (elevation 9 feet based on the old datum equals elevation 12.4 feet on the new datum) will match the existing Red Barn basement. Subsurface conditions at the Museum of Flight Expansion project were interpreted from 6 soil borings (2 deep and 4 shallow), 2 observation wells, 6 CPTs, and a series of FWD tests. The 21 -1- 09383 -001.r 1.doc /wp /eet 4.0 FIELD EXPLORATION PROGRAM 3 21 -1- 09383 -001 r.. �w4 locations of the borings, observation wells, and CPTs are shown on Figure 2. The borings and wells were drilled with a combination of hollow -stem auger and mud rotary techniques. The shallow borings were drilled to 5 feet below the existing grade; the deep borings were drilled to depths of 122 and 102 feet in B -1 and B -2, respectively. The observation wells were about 15 feet deep, and the CPTs ranged from 92 to 118 feet deep. The logs for the borings, wells, and CPTs are presented in Appendix A, Field Explorations, as Figures A -2 through A -15. A description of the field methods and procedures used during drilling, sampling, and pushing the cones are included in Appendix A. The HWD tests were performed to evaluate the modulus of subgrade reaction for designing rigid concrete slabs -on -grade and resilient modulus for designing flexible asphalt pavements. Pavement Consultants, Inc. (PCI) performed the work under subcontract to Shannon & Wilson, Inc. Appendix D presents PCI's report, which describes their field methods and procedures, and presents the test results. Our scope did not initially include environmental services except that we screened the boring and observation well soil samples that were above the water table with a photoionization detector (PD) to determine if there were petroleum -based volatile organic compounds present. We also took extra near - surface samples in boring B -1 (south of the Red Barn) in order to screen for volatiles. No volatiles were observed during our screening. Subsequently, Shannon & Wilson was contracted to conduct a hazardous materials survey at affected buildings. The results of that survey are presented separately from this report. 5.0 GEOTECHNICAL LABORATORY TESTING Geotechnical laboratory tests were performed on selected samples retrieved from the borings and observation wells to determine soil index and engineering properties encountered at the site. The tests were performed in the Shannon & Wilson soils laboratory by an experienced technician or engineer. The soil tests included visual classification, natural water contents, grain -size distributions, and Atterberg Limits tests. Descriptions of the test methods and summaries of the test results are presented in Appendix B, Geotechnical Laboratory Testing. The natural water contents and Atterberg Limits are also shown on the boring logs in Appendix A. 21- 1 - 09383.001.r I .doc /wp /eet 4 21 -1- 09383 -001 z 1z w 6o 00 CO E- 2u w �Q CO I 1.w 1- 0 z 1— w w U C) O N o 1- ww L 0 .. z w 0 z 21- 1- 09383.001.r l .doc /wp /eet War 6.0 SUBSURFACE CONDITIONS 5 Based on the soils encountered during the subsurface explorations, the Museum of Flight Expansion site is underlain by fill which, in turn, is underlain by Duwamish River alluvial deposits as well as estuarine and lacustrine deposits. The subsurface conditions inferred from the field explorations are generalized on the subsurface profile on Figure 3; more detailed soil descriptions are presented on the boring, well and CPT logs in Appendix A. The site is covered by fill encountered to approximate depths ranging from 4 to 19 feet below the existing ground surface. These deposits consist of very loose to medium dense, and soft to stiff, intermixed silty fine sand, fine sandy silt and clayey silt. The fill appears to be thinner in the vicinity of the existing Museum of Flight, and thicker towards the northwest. Below the fill, a relatively thick deposit of loose to medium dense, clean to silty, fine to medium sand was encountered to a depth of 58 feet in the vicinity of boring B - and to 36 feet at CPT -5. The upper portion of the sand deposit may include hydraulic fill placed during early development of the site. The hydraulic fill could be similar in appearance and density to the underlying alluvial sand deposit. Underlying the upper sand deposit is an interbedded alluvial layer of loose to medium dense, slightly silty, fine to medium sand and fine sandy silt, with soft, clayey silt seams. This layer is approximately 10 feet thick in the vicinity of boring B -1 and thickens to the northwest to approximately 28 feet in the vicinity of CPT -5. Abundant organics were encountered within this layer. Underlying the relatively cohesionless deposits described above, very soft to soft, clayey silt with a trace of fine sand was encountered to depths of 86 to 93 feet below the ground surface. This is a lacustrine deposit. The clayey silt deposit is underlain by a relatively thin (less than 5 feet thick) layer of very loose to medium dense, silty, fine to medium sand. Cone penetration tests CPT -2, CPT -3, CPT -4, and CPT -6 encountered thin lenses of soft to medium stiff, clayey silt underlying the very loose to medium dense sand; this silt unit was not encountered in the other borings and CPTs performed for this project. 21 -1 -09383 -001 z '1— • w J U O 0 CO 1.11 Ill w 0 I � z = � z - U D O ( -2 O I- w W I • - IL. 8 z w U= 0 1- z 21 -1- 09383 -001.r l .doc: /wp /eet 6 The very loose to medium dense sand is underlain by an estuarine deposit consisting of dense to very dense slightly silty to silty, fine to medium sand, with a trace of gravel. This unit begins at about elevation —80 feet. Abundant shell fragments were encountered in both sand units. In addition to our field explorations for the museum expansion, we are also utilizing information from our recent deep boring at the King County International Airport air traffic control tower (KC tower). In that deep boring, which was drilled to a depth of 211 feet, the dense sand layer was about 30 to 35 feet thick and was underlain by a stiff to very stiff, slightly clayey, fine sandy silt. Groundwater observations were made during drilling. Where mud - rotary methods were used to drill, groundwater levels were difficult to identify. Piezometers were installed in OW -1 and OW -2 to monitor groundwater levels. The groundwater levels in the CPTs were also noted. In general, groundwater was encountered between 5 and 12 feet below the existing ground surface during our field exploration program, varying between elevations 6 and 12 feet. However, we anticipate that site groundwater levels may fluctuate a foot or two with seasonal variations in rainfall. 7.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 7.1 Analyses Based on Observed Conditions and Design Requirements Based on the subsurface conditions encountered in the field explorations and our understanding of the project, engineering studies were performed to develop conclusions and recommendations regarding the following: (1) seismic design criteria, (2) seismically - induced geologic hazards, (3) deep foundations for the proposed structures, (4) lateral earth pressures and resistance, (5) pavement design parameters for the interior concrete slabs and pavement design sections for exterior asphalt pavements, (6) drainage, (7) backfill material, and (8) temporary cut slopes. A discussion of our studies, analyses, conclusions, and recommendations are presented in the following sections. The deep foundations section also includes a discussion of the existing facilities' foundations and other foundation alternatives that were conceptually evaluated by the design team. 21 -1 -09383 -001 z z 6 00 CO ❑ Wi w 0 2 d H WI Z S t-- Z ❑❑ U — C3 O z w co z I4 7.2 Earthquake Engineering 7.2.1 Ground Motions The project is located in a moderately active seismic region. While the region has historically experienced moderate to large earthquakes (i.e., April 13, 1949, magnitude 7.1 Olympia Earthquake; April 29, 1965, magnitude 6.5 Seattle- Tacoma Earthquake; February 28, 2001, magnitude 6.8 Nisqually Earthquake), geologic evidence suggests that larger earthquakes have occurred in the recent past and will continue to occur in the future (e.g., magnitude 8 to 9 Cascadia Subduction Zone Interplate events, magnitude 7 Seattle Fault events). We understand that the project will be designed in accordance with the 1997 Uniform Building Code (UBC, 1997). The UBC requires that the seismicity of the region be considered in building design by requiring that structures be designed for earthquake ground motions with a 10 percent chance of being exceeded in 50 years (475 -year recurrence). Accordingly, the UBC indicates that the project site is located in Seismic Zone 3 (peak ground acceleration on rock of approximately 0.3g). More recent regional ground motion studies conducted by the USGS (Frankel et al., 1996) indicate that the peak ground acceleration (PGA) for a 475 -year recurrence in the vicinity of the site for "soft" rock conditions would be approximately 0.33g. In addition to seismicity, the UBC also requires that the response of the subsurface soils at the site be considered in developing design earthquake ground motions. Subsurface conditions beneath the site correspond UBC Soil Profile Type SF due to the presence of potentially liquefiable soil. The UBC requires that a site - specific evaluation be conducted for this Soil Profile Type. Shannon & Wilson recently completed a site - specific ground motion study for the KC Air Traffic Control Tower (Shannon & Wilson, 2001), located 1.2 miles north - northwest of the site. Based on the comparison of subsurface conditions at each site (including shear wave velocities from the seismic CPTs at the site), it is our opinion that the results of the analyses are applicable to the Museum of Flight site. The site - specific ground response analyses performed for the KC Air Traffic Control Tower included the following steps: (1) Development of a target rock uniform hazard spectrum (UHS) for ground motions with a 10 percent probability of exceedance in 50 years based on probabilistic ground motion studies by the USGS (Frankel et al., 1996). 21 -1- 09383 -001.r 1.doc /wp/eet 7 21- 1- 09383 -001 w 6 U O J F- U) w w 2 gQ co = a �- z 1 F- z r- w • w O • N O F— LU w 1-- U • O w = O � z (3) (5) (7) 7.2.2 Earthquake Hazards 21- 1- 09383.001.r l .doc /wp /ee t 8 (2) Selection of rock input motions from previous earthquakes such that the average of the individual response spectra closely match the target rock UHS. Development of profiles for soil response analyses including characterization of shear wave velocity, dynamic soil properties, soil layer thickness, and unit weights. (4) Use the equivalent- linear program ProShake (EduPro Civil Systems, 1999) and recordings from the BOE ground motion recording station from the 2001 Nisqually Earthquake to back - analyze the profiles to develop a best estimate soil profile (BOE station is located approximately 4,000 feet north- northwest of the Museum of Flight). Calculation of surface response using ProShake, the best estimate soil profile, and the selected rock input motions from (2). (6) Calculation of surface response using the nonlinear program WAVE (Horne, 1996, and Arduino et al., 2001), the best estimate soil profile, and the selected rock input motions from (2). Development of a recommended design spectrum from the results of (5) and (6). The results of the site response analyses outlined above, including the recommended smoothed response spectrum is shown on Figure 4. Because of the importance of the air traffic control tower, the recommended smoothed spectrum was developed to conservatively envelope the range of ground motions calculated from the site response analyses and the motions recorded at the BOE station from the 2001 Nisqually Earthquake. Earthquake induced geologic hazards that may affect a given site include landsliding, fault rupture, settlement, and liquefaction and associated effects (loss of shear strength, bearing capacity failures, loss of lateral support, ground oscillation, lateral spreading, etc.). Because of the flat topography at the site the risk of landsliding is very low. The potential for fault rupture is also relatively low. The nearest mapped fault (Johnson et al., 1999) is the southernmost strand of the east -west trending Seattle Fault Zone. The Seattle Fault Zone is approximately 2' /- to 4 -miles wide (north- south). The site is located about 2 miles south of the southernmost strand. No evidence of Holocene rupture (i.e., no movement within the last 10,000 years) has been observed on the southernmost strand; however multiple Holocene ruptures on the Toe Jam Fault farther north in the Seattle Fault Zone have been observed. 21 -1- 09383 -001 ac :,..._.... y: • z U 0 0 0 u, J 2 � w L a co n _ I -w Z = I— 0 Z 1— w w n o O N O 1– w w L1 O w z U = 0 z 21 -1- 09383 -001.r l .doc /wp /eet 9 Liquefaction and related effects appear to pose the most likely and significant earthquake- induced geologic hazard at the site. Factors -of- safety against liquefaction were calculated for boring SPT N -value and CPT data for both the design earthquake ground motions and the Nisqually Earthquake ground motions recorded nearby at the BOE station. A description of the calculation methods and factors of safety versus depth are provided in Appendix C. Based on these calculations much of the alluvial sediments above the lacustrine deposit (i.e., above a depth of 60 to 70 feet) have a factor -of- safety against liquefaction of less than 1 and are susceptible to liquefaction under the design earthquake ground motions. We note that historically, most observed liquefaction and liquefaction damage has been due to liquefaction of soils within about 30 feet of the ground surface. There is more uncertainty in estimating soil liquefaction potential of significantly deeper depths (e.g., 60 feet or greater) by extrapolation of the empirical calculation procedure. In general, the factors -of- safety for the soils below a depth of approximately 35 feet are z o higher than those above this depth. Similarly, the reduction in soil shear strength as a result of ? o liquefaction would be greater in the soils above a depth of about 35 feet than the soils below. 0 Therefore, it is assumed in subsequent foundation analyses presented in this report that the soils ° '— ww above a depth of 35 feet have no significant shear strength under seismic conditions while the t om — u. O shear strengths below this depth are reduced from their static strength. z iui U = 0 In addition to reduction in soil shear strengths and corresponding reductions in vertical and lateral pile capacities, the effects of the liquefiable soil beneath the site could include lateral spreading (permanent lateral ground displacement) and settlement. Using the empirical procedures by Bartlett and Youd (1995) and the subsurface data in borings B -1 and B -2, free - field lateral displacements west and south, towards the Duwamish River could be on the order of 1 to 4 feet for the design ground motions. The actual lateral ground displacement at and around the existing pile supported structures at the site will likely be less than the estimated free -field displacements but could nevertheless be on the order of several tens of inches. While the range of potential permanent lateral ground displacement ranges over several tens of inches, the difference in lateral spread estimates (Le., differential movement) between borings B -1 and B -2 is about 3 inches. The relatively small difference in the estimated lateral displacements for these borings is consistent with the uniform subsurface conditions across the site (in terms of liquefaction potential) and the relatively large distance to the Duwamish River from the site. Consequently, we would expect the differential movement across the site to be similar to that 21 -1- 09383 -001 z w 6U 00 C iw J = CO Li. w° �a = a � z = z ` a indicated by the difference in estimated movement between borings B -1 and B -2, or on the order of about 3 inches. Free -field ground surface settlements, estimated using the procedures by Tokimatsu and Seed (1987), are on the order 7 to 11 inches. For comparison, we calculated the potential for liquefaction and associated permanent lateral and vertical ground movements during the recent 2001 Nisqually earthquake. The calculated factors of safety against liquefaction for the Nisqually earthquake for the boring SPT N -value and CPT data are presented in Appendix C. In general, the factor -of- safety calculations indicate that liquefaction would have occurred in scattered zones. Consequently, it would be expected that the existing pile foundations in the site area would have seen little significant reduction in vertical or lateral capacity during the Nisqually Earthquake. Horizontal free -field ground displacements would have been estimated to be on the order of t to 2 inches, with actual displacements at and around pile supported structures likely to have been less. Free -field ground surface settlements would have been estimated to be on the order of 1 inch or less. 7.3 Deep Foundations 7.3.1 Pile Design Requirements Currently, there are four types of deep foundations under consideration for the Museum of Flight Expansion project: 24 -inch octagonal prestressed concrete piles, 18 -inch- and 24 -inch- diameter closed -end steel pipe piles backfilled with concrete, and 18- inch - diameter augercast concrete piles. Single column loads are as high as 250 kips, and support of those columns using a single high- capacity pile could be an economical approach. Combination column support locations may require multiple piles. Our recommendations are intended to provide the optimum pile type, size, and capacity for the actual column load conditions. 7.3.2 Axial Pile Capacities Based on the results of our liquefaction analysis described above, it is our opinion that the seismic condition will control deep foundation design. During a design earthquake, the soil surrounding the pile foundations would likely liquefy to a depth of about 30 to 35 feet, resulting in a temporary loss of skin friction. The liquefied zone will provide little or no skin friction during liquefaction. The material between about 35 and 70 feet deep could have a significantly reduced frictional capacity, because some of it is potentially liquefiable and is, in turn, underlain by soft clayey silt which provides relatively little frictional capacity under either static or seismic 21.1- 09383 -001.r1 .doc/wp/eet 10 21 -1- 09383 -001 z w J U U LO J = CO LL w g ? z z � ▪ 0 z i— w • w U Q O - O 1- Ill W LL O ..z w • I O~ z Estimated maximum, allowable pile capacities are: ► 18- inch - diameter, closed -end, steel pipe (concreted - filled) 80 tons ► 24- inch- diameter, closed -end, steel pipe (concrete filled) 125 tons ► 24 -inch octagonal, prestressed concrete 125 tons ► 18 -inch- diameter augercast concrete 65 tons 21-1-09383.001 .r l .doc /wp /eet 11 L.'I f. 1!'1'... loading. Therefore, we recommend that the proposed piles be founded in the underlying dense to very dense sand layer beginning at a depth of about 90 to 95 feet below ground surface, or elevation —80 to —85 feet. The pile foundations would, in effect, be end - bearing piles during the design earthquake event. Immediately following liquefaction, we anticipate that the liquefiable soils will settle several inches as described previously. This liquefaction - induced settlement would likely extend to about 60 feet below the ground surface and would result in a temporary downdrag condition on the piles. The estimated tons of downdrag are presented in the pile capacity plot notes on Figures 5 to 8; the applied downdrag loads should not affect pile performance. Under static loading conditions, the piles would have a surplus of axial capacity. We recommend a pile embedment of at least 5 feet into the bearing layer; however, we also recommend a maximum pile embedment of 10 feet into the bearing layer so that the pile tip is sufficiently above the underlying softer material, as shown on Figures 5 to 8. The design tip elevation for all piles is therefore about —90 feet. Deeper penetration into the bearing layer could lead to lower capacities and greater settlement. Proper pile embedment is critical to pile performance and will require careful observation of pile installation. We recommend that a test pile program be conducted to confirm that the design pile capacity can be achieved at the design pile tip elevation. Our analysis was performed using an in -house computer program that determines ultimate axial compressive capacity by summing ultimate skin friction along the side of the pile and ultimate end bearing at its tip. We applied a factor -of- safety (FS) of 1.5 to the ultimate seismic compressive values. Our analyses were performed for a single pile; no group effects were considered. We recommend that the new piles be spaced no closer than three pile diameters measured center -to- center from either new or existing piles. At this spacing, a group reduction factor is not warranted when estimating group axial capacity. Also, full end bearing within the dense to very dense sand (the bearing soil) is not achieved until the pile has a 21 -1- 09383 -001 ` .. • minimum penetration of 5 feet into the deposit. The results of our analyses are presented in terms of plots of pile tip depth (penetration) versus allowable seismic compressive and ultimate uplift capacity; the seismic compressive capacities include an FS of 1.5. Each pile type has a separate plot; these plots are presented in Figures 5 through 8. For static loading conditions, we recommend an FS of 2.5 be applied. 7.3.3 Existing Facilities' Foundations The existing facility was built in phases and is founded on a combination of driven timber piles and augercast concrete piles; these piles are about 40 feet long and have a design load of about 20 to 40 tons per pile. We understand that buildings in the surrounding area are also founded on 40- to 50 -foot -long augercast piles and have design loads on the order of 50 tons. These nearby buildings as well as the existing museum were built in the early to mid -1980s or before. According to the available geotechnical reports for the surrounding buildings, the seismic design during the mid -1980s was based on a PGA of 0.15g, which resulted in a lower prediction of liquefaction potential compared to our current seismic design standard. The four Museum of Flight geotechnical reports from 1979 through 1983 did not address seismic design or PGA values. Our analyses indicate that 40- foot -long museum piles may lose a majority of their capacity due to liquefaction during the design earthquake event. In addition, the post- liquefaction settlement may cause the piles to settle as.much as half a foot to a foot. Therefore, it is likely that the existing facility would not perform at the same level as the proposed structure that will be designed for a larger earthquake. We recommend that the project design consider the significant differential settlements that may occur between the new and existing structures during and after a design -level earthquake. To reduce the potential for damage to the existing building foundations, we recommend that new driven piles be installed at least 10 feet away from the existing piles. Vibration and settlement monitoring should be performed during pile driving; monitoring recommendations are provided in Section 8.1.5. If the piles are installed within 10 feet of existing foundations, detailed vibration and settlement monitoring should be performed to determine the effect of driving on the foundations. 21- 1- 09383.001.r l .doc /wp /eet 12 21 -1- 09383 -001 1 z re w O 0 U UJ W _ 2w w L Q �-w z � I— 0 Z !-- w • w U � 0 a I- w w LL. O lii z U - H= 0 z 7.3.4 Other Foundation Alternatives Several foundation alternatives were discussed during conceptual design but ruled out due to technical and/or economical reasons. Besides the deep foundations described above, the alternatives included shallow piles with a capacity of 45 tons and spread footings bearing on improved ground (stone columns). Although they would achieve the capacity requirements during static loading, similar to the existing Museum of Flight, the shallow piles would not have adequate capacity during the design earthquake due to liquefaction. In addition, the shallow piles would likely experience significant downward movement due to liquefaction- induced settlements. Stone columns consist of a vertical column of compacted gravel and are typically 3 feet in diameter and spaced between 6 and 10 feet on center depending on site specific requirements. The stone column ground improvement would allow the columns to be supported on spread footings. Stone columns can either be constructed at column locations only, or can be constructed across the entire building footprint. Widespread stone column construction can mitigate shallow liquefaction, reducing the expected settlements during the design seismic event. The soil improvement would increase the overall shear strength of the soil and would allow high pore pressures generated by earthquake shaking to dissipate. We understand that a cost comparison was made and deep foundations were deemed more economical than stone columns /footings. 7.3.5 Lateral Pile Resistance 7.3.6 Estimated Pile Settlements 21 -1- 09383 -001.r l ,doc /wp /eet 13 We understand that for this study the computer program LPILE (Reese and Wang, 1997) would be used to generate P -Y curves for the lateral resistance analysis of the proposed piles. Based on subsurface conditions as interpreted from the explorations accomplished for the expansion, the recommended parameters for input into the LPILE P P P program are given in Table 1 at the end of the main report text. No efficiency (reduction) factors due to pile group action have been provided. Based on the subsurface conditions at the site, the deep foundation piles would likely extend into dense to very dense soils. Settlement of piles would typically be due to the elastic compression of the pile and settlement of granular soils and consolidation of cohesive soils (stiff 21 -1 -09383 -001 1A1 to very stiff silt) below the pile tips. We based our settlement analysis on the static loading conditions. During static conditions, a majority of the pile load would be taken up by skin friction above the pile tip; therefore, the underlying cohesive layer would not experience a significant increase in pressure due to the piles. In our opinion, the pressure increase on the underling cohesive layer would not be sufficient to cause consolidation settlement. During a design -level earthquake, the majority of the load would be transmitted to the pile tip; however, this loading condition would be temporary and would not have enough time to cause consolidation settlement, in our opinion. Our analyses and conclusions were based on the assumption that the pile tips would be embedded 5 to 10 feet into the bearing layer and that the bearing layer is 30 to 35 feet thick. In our opinion, total settlement for the prestressed octagonal concrete and closed -end steel pipe piles would be on the order of 1/2 to 3 /4 inch, with differential settlements of about half the total settlement. Total settlement of the augercast concrete piles would be on the order of 3 /4 to 11/2 inches, with differential settlements of about t to 3/4 inch. Due to the granular nature of the bearing soils, these settlements would be primarily elastic settlement and would occur essentially as the load is applied. 7.4 Retaining Wall Footings We understand that concrete or segmental concrete, cantilevered, retaining walls may be used on the project; their size, depth, and locations were unknown at the time of this report. Therefore, our subsequent recommendations for retaining wall footings are general in nature. If the retaining wall footings bear in existing fill near the ground surface, we recommend an allowable bearing capacity of 2,000 pounds per square foot (psf), which corresponds to an ultimate bearing capacity of 4,000 psf. The allowable value can be increased by one -third to account for wind and seismic loading conditions. The allowable bearing capacity is based on the assumption that the footing subgrade preparation recommendations in this report are followed. We recommend a minimum embedment of 18 inches below the lowest adjacent grade (for frost protection). We also recommend a minimum footing width of 18 inches for continuous footings. 7.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings Lateral earth pressures may act on buried portions of the building and retaining walls. For buried walls, we recommend that a static, active, lateral earth pressure corresponding to an equivalent fluid weight of 30 and 40 pounds per cubic foot (pcf) for compacted, imported, structural fill and 21-1.09383.001 .r I .doc /wp /eet 14 21 -1- 09383 -001 z w a 6 UO N U • W J U LL w 0 • < CO = d Z = E- H O Z 1- 11.1 • w • 0 O • N O 1- w uO w z U w O~ z 0** . ..:i\i.l 1�.... compacted on -site soil, respectively. These values are based on the assumption that proper drainage is provided so that no buildup of hydrostatic pressure occurs and there is a horizontal ground surface behind the wall. The total active earth pressure should be analyzed for seismic loading conditions using a dynamic load increment equal to 30 percent of the static, active, earth force for both the imported fill and on -site soil cases. This percent load increment should be applied as a uniform load to the wall, with the resultant force acting at the mid -point of the wall height. A 30 percent load increase for seismic conditions is consistent with a pseudo- static analysis using the Mononobe- Okabe equation for lateral earth pressures and a horizontal seismic coefficient of 0.13g. The seismic coefficient is not necessarily equivalent to the site peak ground acceleration (described in a previous section of this report), as the magnitude of this coefficient accounts for the fact that the peak ground acceleration is experienced only a few times within the record of earthquake shaking, and that the actual earthquake ground motion is cyclic in nature, as opposed to a static force. Values of the seismic coefficient are typically one -third to one -half the value of the peak ground acceleration that may be experienced at a site. These pressures assume drained conditions and a horizontal ground surface. For retaining walls founded on footings, lateral loads may be resisted by a combination of base friction and passive pressure against the footings and buried portions of walls. We recommend that the base sliding resistance be determined based on an allowable coefficient of friction of 0.35 for on -site soil. We recommend an allowable passive pressure of 520 pcf and 300 pcf for imported structural fill and on -site soil used as fill, respectively; both of these values are for soil that is above the groundwater table. If the buried portions of the walls are below the groundwater table, we recommend an allowable passive pressure of 250 pcf and 130 pcf for imported structural fill and on -site soil used as fill, respectively. Both the coefficient and passive pressure values above include a factor -of- safety of 1.5. 7.6 Slabs - on - grade Subgrade Recommendations At the Commercial Gallery the finished floor elevation is 19.5, requiring placement of fill in some areas to achieve the final grade. At the Military Gallery to Red Barn Enclosure the finished floor elevation is 12.4 feet, requiring excavation. For a rigid concrete slab built on a subgrade that is improved as described subsequently, we recommend using a modulus of subgrade reaction, k, of 100 pounds per cubic foot (pci). Section 7.10 describes the subgrade 21-1-09383 -001.r I .doc /wp /cet 15 21 -1 -09383 -001 z Z 6 . ua JU O O U O CO U.J LU _ WO u_ Q = • d I- w Z = I- O w U � O N • 1-- z IL 8 .. z U = 0 improvements we assumed for this recommendation. Where 4 feet of new structural fill is placed, a k of 300 pci could be used to design slabs on grade. As a comparison, the HWD test data indicated that a k of 75 pci could be used to design slabs -on -grade over an unimproved subgrade (the mean minus one standard deviation of the HWD test results). We can provide recommendations for other alternatives to improve the subgrade, such as cement stabilization, stone columns (previously described), and using a bituminous stabilized base, if desired. These alternatives could provide higher k values. If a slab -on -grade is used, it would require a design that can tolerate settlement from the structural loads as well as liquefaction- induced settlement; the liquefaction- induced settlements are significantly higher than what we would anticipate for the static slab settlement and would therefore control the design. We estimate, during a 500 -year design earthquake, that the liquefaction- induced settlement could be on the order of half a foot to a foot. Differential settlements over a 20 -foot span may be about 50 to 75 percent of the total settlement. Major ground improvement, such as through the use of stone columns, would be required to mitigate liquefaction - induced settlements. New and existing slabs -on -grade may behave differently during a design seismic event due to potentially different subgrade preparation techniques used, slab age, etc. Differential settlement should be expected between the floor slabs in the existing museum and those newly constructed for the expansion. 7.7 Flexible Asphalt Pavements Pavement recommendations for flexible asphalt pavements were developed for areas designated as AC PVMT Type I and AC PVMT Type II on drawings C101 and C221, dated September 14, 2001, provided to us by SWMB. According to handwritten notes on these drawings by SWMB, AC PVMT Type I indicates areas where the design vehicle is an HS -20. AC PVMT Type II includes areas that will be traveled by HS -20 type vehicles and wide -body aircraft (up to B -737- 900) during ceremonial rollouts. Design pavement sections for the AC PVMT Type I area were developed using American Association of State Highway and Transportation Officials (AASHTO) procedures. For the areas that will accommodate aircraft movements, the pavement section was designed using the computer program LEDFAA- Layered Elastic Airport Pavement Design, which generally 21.1-09383-001 .r l .doc /wp /eet 16 21 -1- 09383 -001 w 6 U 00 co to 1_ CO L w !L = = W z �. 1-0 Z -- w U 0 — CI 1— w u j u O w z = 0 1- z incorporates (with some modifications) the requirements of FAA Advisory Circular AC 150/5320 -6D. Details of the two design methods, the subgrade strength, traffic loads, and the recommended pavement sections are discussed below. 7.7.1 Design Approaches 7.7.1.1 AASHTO Design Method The recommended asphalt pavement design thicknesses presented in this report for AC PVMT Type I areas are based on the AASHTO Guide for Design of Pavement Structures (1993). The procedure recommended by AASHTO for design of flexible pavements is based on the results of an extensive AASHTO road test conducted in the late 1950s and early 1960s. This road test introduced the concept of functional failure of a roadway. Such a failure is defined to occur when the roadway cannot carry traffic safely and smoothly from one point to another. The AASHTO procedure represents the damaging effect of the passing of an axle of any weight by a number of 18 -kip equivalent single axle loads (ESALs). To convert a mixed traffic stream into ESALs, load equivalency factors (ELAFs) are approximated for each vehicle type. To quantify the functional description of a roadway, serviceability and performance factors were introduced into the design procedure. The serviceability factor "p" is a measure of how well a road is serving its intended function at a particular point in time. It ranges between 0 (very bad) and 5 (excellent). Performance is the ability of a pavement to satisfactorily serve traffic over a period of time. Variances associated with the performance of the pavement design and with the predicted traffic volume are represented in the design analysis by an estimated overall standard deviation value, "S The AASHTO method also requires identifying an appropriate design reliability level "R" for a roadway. This reliability level depends primarily on the projected level of usage and the consequences associated, for example, with basing the pavement design on a low initial cost and high future maintenance (thinner pavement thickness). The following table provides AASHTO's recommended reliability levels for various functional classifications: 21- 1.09383.001.rI .doc /wp /eet 17 21 -1 -09383 -001 ;,; .:,, , 4 , :: % ::',`!'AW.: e � . • Fu nctional,Clasifiention* :Recommende --. d Level af.l2eliubilit % r . Urban. l..: : - . .'• f,. - . ' Rurai y : . Interstate and Other Freeways 85 - 99.9 80 - 99.9 _ Principal Arterials 80 — 99 75 — 95 Collectors 80 — 95 75 — 95 Local 50 — 80 50 — 80 f../1l .�M The AASHTO methods treat drainage of a pavement section by considering the effect of water on the properties of the pavement layers and the consequences to the structural capacity of the pavement. This effect is represented in the design by applying modified layer coefficients "m" to the untreated base and subbase materials of the flexible pavement. These "m" coefficients are functions of the quality of drainage and the percent of time during the year the pavement structure would normally be exposed to moisture levels approaching saturation. In addition to these factors, the AASHTO design procedure incorporates the effects of the traffic, construction materials, and subgrade soils, which are discussed in later sections. 21.1-09383.001 .r I .doc /wp /ect 7.7.1.2 FAA Design Method For AC PVMT Type II areas, the design pavement sections were developed using the program LEDFAA - Layered Elastic Airport Pavement Design (FAA, 1995). The program implements layered elastic theory based design procedures developed under the sponsorship of the FAA as well as incorporates empirical design methods. The required inputs to the program include the aircraft mix (type of aircraft, gross weight, annual departures, tire and gear spacing, tire pressure); the California Bearing Ratio (CBR) of the subgrade soil; and the resilient moduli (MR) of the asphalt concrete, crushed aggregate base, and uncrushed aggregate subbase. Details of the subgrade properties, pavement properties, and aircraft mix are presented in the following sections. References for specific details of the LEDFAA design procedures include Barker and Brabston, 1975 and Barker and Gonzalez, 1991. 7.7.2 Subgrade Strength The subgrade strength at the proposed Museum of Flight Expansion site was estimated from non - destructive strength testing using a Heavy Falling Weight Deflectometer (HWD). 18 21 -1 -09383 -001 ( .I Pavement Consultants, Inc. conducted the HWD measurements at the site on May 18, 2001. A report showing the test location points and a summary the results by Pavement Consultants Inc. is included in Appendix D. The deflections measured during the HWD testing were used by Pavement Consultants to backcalculate the resilient modulus (MR) of the subgrade soils. These z backcalculations were made using the computer program ELMOD based on the deflection basin re g measured in the field from the HWD test and the measured asphalt layer thickness. Because of v o the large number of tests and expected variability in the test data, design values for a specific co w area are commonly determined from the mean of the measurements minus one standard deviation. w 0 2 The mean MR of the existing (unimproved) subgrade soils is about 8,700 psi. An MR of 6,800 psi was assigned to the unimproved subgrade materials, representative of the mean minus = d i w one standard deviation value. However we assumed in our analyses using the AASHTO design z method that the subgrade soils would be prepared, as described in Section 7.10 to achieve a z 0 higher level of strength with an MR of 10,000 psi. g uj U 0 For the FAA design method, subgrade strength is represented by the California Bearing o Ratio (CBR). CBR may be estimated from the MR from the following relationship: = 0 CBR =MR /1500 w Z UN Based on the MR derived from the HWD measurements, a CBR value of 4.5 was assigned 0 I- to the unimproved subgrade materials, representative of the mean minus one standard deviation value. However, we assumed in our analyses using the FAA design method that the subgrade soils would be prepared, as described in Section 7.10, to achieve a higher level of strength with a CBR value of 6.7. 7.7.3 Aircraft and Vehicular Traffic Loads Estimates of aircraft and vehicular traffic loads were provided to us by SWMB and a report by David I. Hamlin and Associates (2001), respectively. For the AC PVMT Type I area, the design vehicles include school buses, tour coaches, and automobiles. Based on the drawings provided by SWMB, it appears that there are areas of AC PVMT Type I that will be primarily traversed by autos, while other areas (e.g. drop -off area) will primarily accommodate buses. Thus we developed pavement design recommendations for 2 cases: predominantly auto traffic 21-1-09383-001 .r l .doc /wp /eet 19 21 -1 -09383 -001 z Vehicle Type Axle " Load *. ' (kips) Axle Type (single or tandem) Number of trips per day ** (auto only . areas Number of trips per day * *, (bus only areas) Passenger cars 2 (front) 3 (rear) Single 3067 0 35 -ft school bus (full) 12.5 (front) 22 (rear) Single 2 32 40 -ft. tour bus (full) 12.4 (front) 22.6 (rear) Single 0 31 Aircraft Type Gross weight* ki s) Annual De artures Boeing 707 305 2 Boeing 727 156 2 Boeing 737 -100 85 2 Boeing 737 -900 150 10 Concorde 395 2 ** n "W or predominantly bus traffic. We assumed the following vehicles, number of trips, and axle loads: ASSUMED TRAFFIC LOADING FOR AC PVMT TYPE I AREAS * Axle loads estimated by Shannon & Wilson, Inc. from published sources. ** The number of trips per day is based on future estimated total vehicles during peak season by David I. Hamlin and Associates (2001). We averaged Hamlin's daily and Saturday estimates for a total of 3130 vehicles per day. Hamlin's report also estimates that 75 percent of attendees arrive by car, with the remaining arriving by bus. Assuming 3 persons per car and 50 persons per bus results in 3067 cars and 63 buses. We assumed that the bus traffic is evenly divided between school buses and tour buses. A growth factor of one percent per year was assumed. In addition, we assumed that 100 percent of the traffic is repeated upon a given spot on the pavement in each bus or auto area. For the AC PVMT Type II areas, we assumed the following mix of traffic based on general information provided by SWMB: A growth factor of zero percent was assumed. 21-1-09383-001 . r l. d oc /w p/e e t ASSUMED TRAFFIC LOADING FOR AC PVMT TYPE II AREAS * Calculated from maximum taxi weight minus weight of full load of passengers ** Pavement design performed with and without the Concorde 20 21 -1 -09383 -001 a........ �e. _.;.d1.:i:.;ziA.:; ::e..L..:.i. w....,..a:a:+.s+.:'• .., ,r - ..i' "=:,�c z 1 • w 6 O 0 0 to to J H • W W O 2 � cn = w Z � I-O Z I- W U O ON 0 1- W H F O w z 0 F. 0 1- z AASIITO In ;ut Estimated Value 20 year Equivalent Single Axle Loads (ES AL) 140,000 (auto only areas) 1.2 million (bus only areas) Serviceability factors 4.2 at beginning of life cycle 3 at end of life cycle Standard deviation S 0.45 1 Reliability Level, R 85% Modified Layer Coefficient, m 1.0 for base and subbase courses Subgrade strength prepared according to Section 7.10 MR = 10 ksi CBR = 6.7 Unimproved subgrade MR = 6.8 ksi CBR =4.5 Asphalt Concrete 450 ksi Base Course 30 ksi 1 Subbase 18 ksi Material Layer Thickness . for Auto only areas (inches) Layer Thickness for Bus only areas (inches) WSDOT Standard S s ecification Asphalt Concrete 3 5 5 -04.2, Class B Crushed Rock Base 6.5 6 9- 03.9(3) Subbase 0 2 9- 03.14(1) 141 7.7.4 Pavement Design Sections The life of a pavement depends on many factors including the maintenance undertaken. Even if the asphalt section is constructed as recommended below, routine maintenance will be required after the pavement is placed. Such maintenance should include sealing pavement cracks as soon as possible after observation. In addition, it should be anticipated that a general sealing will be required after a few years of service. 7.7.4.1 AC PVMT Type I Areas Listed below are the parameters used in our pavement design analyses using the AASHTO method. Based on the input parameters described above and the methodology presented in the AASHTO Guide for Design of Pavement Structures (1993), our recommended flexible (asphalt concrete) pavement sections for the AC PVMT Type I areas are as follows: RECOMMENDED PAVEMENT THICKNESS FOR AC PVMT TYPE I AREAS 21 -1- 09383- 001.rl.doc /wp /eet 21 21 -1- 09383 -001 z w 6U 0 tn0 J = M U) w w .tL • w t— = Z1.— 1-0 W ~ • w U � O — Ch ww u O .. U N O • ~ Z Material •La er.. y Thickness (in .. Concorde] inches • ; Layer Thickness [without Concordel : (inches) ry : ` FAA S ecification WSDOT Standar S ecifcation E 1 uivalent { Asphalt Concrete 4 4 P -401 Plant Mix Bituminous Pavements No equivalent for bituminous materials, mix design, and construction For aggregate only, WSDOT Class A is a suitable e• uivalent Crushed Rock Base 12 12 P -209 Crushed aggregate 9- 03.9(3) Subbase 13 7 P -154 Uncrushed a':re' ate 9- 03.14(1) FAA In ut. Estimated Value P -401 AC Surface* MR = 200 ksi P -209 Crushed Aggregate* 63 ksi P -154 Uncrushed aggregate* 21.4 ksi Subgrade MR = 10 ksi CBR =6.7 Poisson's ratio (all materials) 0.35 HOG Pavement construction, including asphalt concrete, lift thickness and compaction requirements, should conform to Section 5 -04 of the WSDOT Standard Specifications. 7.7.4.2 AC PVMT Type II Areas Listed below are the material pavement design parameters used in the FAA analysis method. * MR values specified by LEDFAA program and are not changeable. Based on the aircraft input parameters described above and the methodology presented in the FAA Advisory Circular .AC 150/5320 -6D (1995), our recommended flexible (asphalt concrete) pavement sections for the AC PVMT Type II areas for a design life of 20 years are as follows: RECOMMENDED PAVEMENT THICKNESS FOR AC PVMT TYPE II AREAS 21-1-09383-001 .r l .doc /wp /eet 22 21- 1- 09383 -001 z XZ re w J 0 00 J 1 uJ � g Q = 1_ W z � 1- 0 Z uj U � O N 11— w w IL. z = 0 1- z i at .. • 7.7.5 Frost Protection Frost - susceptible soil is generally regarded as having greater than 3 percent finer than 0.02 mm. Soil with a fines content not exceeding 7 percent passing the No. 200 sieve, based on the minus 3 /4 -inch fraction , can normally be expected to have 3 percent or less finer than 0.02 mm. Any fines should be nonplastic. Crushed rock material with less than 10 percent nonplastic fines are also usually non - frost- susceptible. Based on the grain -size analyses, presented in Appendix B, it is our opinion that the existing on -site native soil is frost - susceptible. According to the Washington State Department of Transportation (WSDOT) Pavement Guide (1995), the maximum frost depth in the Seattle and Tacoma area in fine - grained soil is about 10 to 12 inches. Pavement can be designed for complete frost protection by providing a pavement section that is equal to, or thicker than the maximum anticipated frost depth. The pavement section includes asphalt concrete and non- frost - susceptible base and subbase materials. Alternatively, limited subgrade frost protection can be provided with a sufficient pavement section thickness to restrict surface deformation to an acceptable value with a thaw weakened subgrade. WSDOT requires that the total depth of pavement structure equal one -half the expected depth of frost to limit surface deformation. The recommended pavement sections for the AC PVMT Type II areas and the AC PVMT Type I bus traffic areas presented above account for complete frost protection, i.e. the total pavement section thickness equals or is thicker than the anticipated maximum frost depth of 12 inches. The recommended pavement section for the AC PVMT Type I auto traffic only areas will not provide complete frost protection; however, they meet or exceed the WSDOT criterion of total pavement thickness equal to one -half of the expected frost depth. If this alternative is selected for the auto traffic only areas, the reliability expected following long periods of freezing weather should be evaluated. Thicker sections could be built with additional subbase material if increased or total frost protection is desired. In our opinion, the recommended pavement sections should not freeze except during an exceptionally cold winter. If an extremely cold winter occurs, limiting heavy traffic during the thawing period could reduce frost damage. Light traffic from passenger vehicles probably would not damage the pavements during the thawing period. 21-I - 09383 -001.r 1.doc /wp /eet 23 21 -1- 09383 -001 • ......_...._.,.. . w ..... a......>..: i.... .�............::.:.:.ta.._:..;1 ,:.:._.a. >S:.:ti;.i r• -! /:.,'i.,xtli;s.o..,��'..� <..�i a. 1 m 7.8 Permanent Groundwater and Surface Water Drainage and Control At the Commercial Gallery no underslab or perimeter drains are required because the area will be at or above the surrounding grade. In the Military Gallery and Red Barn Enclosure where below -grade levels are planned, perimeter foundation drains will be required. The underslab drainage layer must be hydraulically connected to the drains to reduce the potential for hydrostatic pressure below the slab. z r . z X w 6 O 0 (J) CO IL J F- M w uQ N = z � To control surface water, provisions should be made to direct it away from structures and prevent E .., p it from seeping into the ground adjacent to the structures or excavations. The ground surface should be sloped away and surface and downspout water should not be introduced into site v p backfill. Surface water should be collected in catch basins, and, along with downspout water, o ILI should be conveyed in a nonperforated pipe (tightline) into an approved discharge point. • v 7.9 Backfill Material, Placement, and Compaction 1i.i z = All fill placed beneath areas to be paved or against below grade walls (building or retaining p I" walls) or other foundation elements should consist of structural fill. Structural fill should be placed on subgrade material that has been proof - rolled to a dense, unyielding condition. This approach is apparently the same as at the existing Red Barn and Great Gallery. We understand sump pumps at each facility cycle to remove accumulated water, but we do not know the flow rates or cycling frequency. We have some information, but it is not from the wet season. The floor slabs in these areas are close to, if not just below, the groundwater level. Structural fill should meet the Washington State Department of Transportation specification for Gravel Borrow (Section 9 -03.14 (1)) but should have a maximum particle size of about 3 inches. During wet weather or wet conditions it should not contain more than about 5 percent fines (material passing the No. 200 mesh sieve) by weight, based on the minus 3/4 -inch soil fraction. Structural fill should not contain organics or deleterious material. It should be placed in horizontal lifts and compacted to at least 95 percent of its Modified Proctor maximum dry density (American Society for Testing and Materials [ASTM] D 1557, Method C or D), and should be deemed to be in a dense and unyielding condition. The thickness of loose lifts should not exceed 8 inches for heavy equipment compactors, and 4 inches for hand - operated compactors. In landscaping areas, the backfill should be compacted to at least 90 percent of the Modified Proctor maximum dry density. 21.1.09383.001 .r l .doc /wp /eet 24 21 -1 -09383 -001 1 7.10 Site Grading, Excavation, and Temporary Cut Slopes 7.10.1 Site Preparation We recommend that retaining wall footings founded on existing fill subgrades be prepared as follows: 21 -1- 09383 -001.r l .doc /wp /eet 25 All utility trenches beneath flexible asphalt pavements and sidewalks should also be backfilled with Gravel Borrow; however, it should have a maximum diameter of 2 inches and should not have more than 5 percent passing the No. 200 sieve (wet sieve analysis, ASTM D 1140). Any fines should be nonplastic. The trench backfill should be placed in lifts not exceeding 4 inches if compacted with hand - operated equipment or 8 inches if compacted with heavy equipment. Each lift should be compacted to a dense, unyielding condition and to at least 95 percent of the maximum dry density (ASTM D 1557) 18 inches or more below the pavement and /or sidewalk subgrade. We recommend a minimum cover over utilities of 2 feet from the crown of the pipes or conduits to the top of the pavement subgrade. Catch basins, utility vaults, and other structures installed flush with the pavement should be designed and constructed to transfer wheel loads to the base of the structure. Subgrade preparation for new utilities should follow the same general procedures outlined for asphalt pavement. We recommend that retaining and basement walls be backfilled with free - draining soils and that backfill for basement walls be connected hydraulically to perimeter drains. The ground surface should be sloped away from the buildings to prevent ponding against them. Our recommendations for drainage behind permanent basement walls and retaining walls are presented in Figure 9. These recommendations include compaction criteria and gradation requirements of drainage materials. In our opinion, some of the fill soil at the site may be suitable for re -use as structural fill providing the moisture content is sufficiently close to optimum and work is conducted under dry conditions. Otherwise the silt content would render it unsuitable for use as structural fill. However, separating out the reusable material from the unsuitable material may be difficult. ■ Compact the upper 1.5 feet of exposed subgrade with heavy vibrating drum rollers (or equivalent) to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) 21 -1 -09383 -001 :t • K;, ► Remove any soft/loose zones noted during rolling and replace those areas with structural fill material placed and compacted in accordance with the recommendations presented in Section 7.9. A geotechnical engineer should observe the soft/loose zones to determine the extent of overexcavation required. We recommend preparing the subgrade for flexible asphalt pavement that will be constructed adjacent to the Museum of Flight Expansion as follows: ► Compact the upper 18 inches of soil with heavy vibrating drum rollers (or equivalent) to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) 18 inches or more below the subgrade. This level of compactive effort should result in improved subgrade conditions below 18 inches, as assumed in our pavement calculations. ► Remove any soft/loose zones noted during rolling and replace those areas with structural fill material constructed in accordance with the recommendations presented in Section 7.9. These soft/loose zones should be observed by a geotechnical engineer. For estimating purposes, the owner should anticipate that a maximum overexcavation of 18 inches could be necessary at any soft/loose area. ► Place and compact base course material that meets the requirements of WSDOT Standard Specification 9- 03.9(3). The on -site base course material could be tested to determine if it meets the WSDOT requirements. The base course material should be placed and spread in accordance with WSDOT Standard Specification 4 -04. The base course should be compacted to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557). For the Museum of Flight Expansion we recommend the following subgrade preparation for rigid concrete slabs-6n-grade: ► Remove material from the building footprint to establish the required subgrade elevation. ► Compact the exposed upper 1.5 feet of soil with heavy vibrating drum rollers (or equivalent) to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) 18 inches or more below the subgrade. To effectively use heavy compaction equipment, dewatering to 5 feet or more below the compacted surface may be required. ► Remove any soft/loose zones noted during rolling and replace those areas with structural fill material constructed in accordance with the recommendations presented in Section 7.9. These soft/loose zones should be observed by a geotechnical engineer. ► At the Commercial Gallery, where fill is required to achieve the final grade, first break up and then compact the existing asphalt pavement before placing new fill, but removal of the asphalt is not required. ► Place densely compacted, free - draining, well- graded, imported sand and crushed gravel or clean, crushed rock fill in the upper 18 inches beneath the proposed vapor barrier to increase the subgrade modulus of the subgrade. If used to provide a capillary break and 21 -1. 09383 -0011 1.doc /wp /eet 26 21 -1 -09383 -001 ,.y caH 7.10.2 Excavation and Temporary Groundwater Control 21 -1- 09383 -001.r I .doc /wp /eet 27 7 )C.)1o7. drainage layer, the upper 6 inches of the fill material should have less than 3 percent fines passing the No. 200 sieve by wet sieving of the minus 3/4-inch fraction, and should have a maximum size of 4 inches. Compact all structural fill to at least 95 percent of the Modified Proctor maximum dry density. ► Install a vapor barrier — if a crushed rock capillary break is used, the vapor barrier may have to be thicker than it would be for a sand and gravel capillary break in order to resist puncture and/or tearing. ► Place an additional 6 inches of capillary break material on top of the vapor barrier (per Sellen Construction). The design civil engineer should determine if sand for concrete curing is required between the vapor barrier /upper capillary break and the concrete slab. We recommend that the external grade be sloped away from the structure. The top of slab elevation for the Military Gallery area is 12.4 feet. Excavation to about elevation 10.5 feet will be required in the slab areas. Excavations of about 9 to 11 feet will likely be required to reach the bottom of the deepest pile caps, to elevation 6 to 8 feet. The deeper excavations will probably encounter groundwater, and sumps or well points will be needed to control the groundwater and allow for an accessible excavation. In addition, residual soil contamination may affect groundwater quality and disposal alternatives. As mentioned above, slab subgrade preparation would require dewatering to 5 feet below the compacted surface. Throughout the excavated areas, the on -site soil contains enough fine - grained material to make it moisture sensitive; therefore, control of surface and groundwater will be necessary to maintain the desirable dense nature of the material and a firm working platform. Lean concrete or control density fill may be placed beneath the proposed pile cap to provide a stable working surface or as backfill to replace unsuitable exposed soil. The contractor should be responsible for the control of ground and surface water within the contract limits, but we should review all dewatering plans in the context of continued existing facility stability. Deeper dewatering efforts adjacent to existing slabs -on -grade may cause slab settlement; the proposed dewatering plan should include a slab monitoring program. In this regard, sloping, slope protection, ditching, sumps, dewatering, and other measures should direct water away from the structures and parking lots to prevent ponding of water next to these facilities. 21 -1 -09383 -001 iv 7.10.3 General Excavation and Temporary Cut Slopes For safe working conditions and prevention of ground loss, excavation slopes should be the responsibility of the contractor because he /she will be at the job site to observe and control the work. All current and applicable safety regulations regarding excavation slopes and shoring should be followed. Note that some area excavation will be governed by the site environmental requirements. We can work with those requirements to ensure that the environmental and geotechnical needs do not conflict and that unnecessary dollars are not spent. At all times during excavation, the contractor will need to be prepared to segregate any soils suspected of containing contaminants. Excavations can be accomplished with conventional excavating equipment, such as a dozer, front -end loader, or backhoe. For planning purposes, we recommend that temporary unsupported open cut slopes be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:IV) in the near - surface fill soils. Flatter cut slopes may be required where loose soils or seepage zones are encountered. We recommend that all exposed cut slopes be protected with a waterproof covering during periods of wet weather to reduce sloughing and erosion. We understand that temporary shoring will not be used and that all excavations will be made with cut slopes. Excavated material (or stockpiles of construction materials or equipment) should not be placed closer to the edge of any excavation than the depth of the excavation, unless the excavation is shored and such materials are accounted for as a surcharge load on the shoring system. • 8.0 CONSTRUCTION CONSIDERATIONS 8.1 Driven Pile Installation 8.1.1 Pile Driving Equipment An air -, steam -, or diesel - powered hammer may be used for driving the proposed piles. All pile - driving equipment should be designed, constructed, and maintained in a manner suitable for the work to be accomplished for this project. If, in the opinion of the owner, the driving equipment is inadequate or deficient, the owner may direct that it be removed from the job site. All costs for re-- mobilizing, removing, or replacing such equipment should be at the contractor's expense. The contractor should furnish the manufacturer's specifications and catalog for the 21-1-09383-001 .r l .doc /wp /eet 28 • 21 -1- 09383 -001 VIWIt hammer proposed. As a minimum, the contractor should furnish the information required on the Pile and Driving Equipment Data sheet, shown on Table 2, seven days in advance of the scheduled pile driving. z .1.2 Pile Driving Conditions w 8 g 6 U 00 1 In our opinion, pile installation for the proposed structures would encounter moderate driving conditions in the upper sand materials, very soft driving conditions in the soft clayey silt deposits, and moderate to hard driving conditions in the bearing sand layer. The soft driving conditions through the clayey silt deposits may result in high tensile stresses in the piles, which would be a concern for prestressed concrete piles. To minimize the possibility of damage to prestressed concrete piles during soft driving conditions, we recommend they be driven with a hammer that allows variable energy settings, such as diesel hammers or hydraulic hammers. Low energy should be used to drive the prestressed concrete piles through the clayey silt deposits. The energy could be increased to drive the piles into the dense bearing sand deposits. u O u. I I- 0 Z ►- w Lu 8.1.3 Wave Equation Analysis 0 To establish driving criteria for pile installation we recommend the Wave Equation 0 Analyses for Pile driving (WEAP) be performed. This method allows evaluation of driving "-- z stresses so that an appropriate pile- driving hammer size can be selected to obtain the desired pile v co capacity without damaging the piles. This analysis also provides an estimate of the ultimate pile p H capacity for a given driving resistance. Typically, an FS of 2.0 is applied to the WEAP analysis, z with test pile confirmation. We recommend that all piles be driven to the estimated pile tip elevations and to the required final driving resistance for the last foot as determined by WEAP. In the event the pile driving resistances are less than the minimum values obtained from WEAP under continuous driving conditions, as they approach the minimum penetration depths, the contractor should continue driving the piles until they reach the required driving resistances, except that the pile driving should stop when the piles are 6 inches above the final cutoff elevations. For these piles, pile driving should be discontinued for a minimum of 24 hours and then redriven for 6 inches or less penetration, recording the blows for each inch of penetration. The acceptable redrive resistance should be twice the specified minimum driving resistance. If the restrike resistances do not meet the specified values, the engineer will determine the acceptability of the piles and the subsequent procedures to be taken. 21 -1- 09383 -001.r l .doc/wp /eet 29 21-1-09383-001 car 21.1-09383-001 . r l .doc /wp /eet 30 Should the required minimum driving resistance be achieved before piles reach the estimated tip penetrations, the piles should be driven to "refusal." We can estimate "refusal" driving with WEAP. In order to avoid over - stressing the pile section for refusal conditions, a higher yield strength steel (greater than 36 kips per square inch) may be necessary. WEAP can determine the pile stresses due to pile driving. 6 ci 8.1.4 Monitoring Pile Driving U co 0 0 w = Shannon & Wilson personnel should observe all pile driving by taking a continuous driving record of each pile. For this purpose, the contractor should be required to mark the pile w p in 1 -foot increments. During restrike, additional 1 -inch increments between the 1 -foot marks g Q would be required. = The pile- driving record will include hammer stroke (diesel hammers), blows per foot, Z w '-- time, date, reasons for delays, and other pertinent information. In addition, the record will z O include tip elevation, specified criteria, and the initials of inspectors making final acceptance of the pile. The pile- driving records should be reviewed on a daily basis. O o ff It is often difficult to estimate visually the energy delivered by diesel hammers. The v Saximeter, developed by Pile Dynamic, Inc., can be used to record hammer strokes and provide u. O an estimate of the driving energy of diesel hammers. If the contractor selects a diesel hammer, ui we recommend that a Saximeter be used during pile driving. P z 8.1.5 Pile Driving Vibrations, Movement Monitoring, and Noise Levels There is often a potential for damage to existing nearby structures and utilities due to vibrations caused by pile driving operations. For this site, there is some risk to shallow adjacent utilities and existing piles. If the piles are within 10 feet of existing utilities or structures, we should develop and implement pile driving vibration criteria for those existing structures and utilities. The criteria should consider the type and frequency of the vibrations, the structural design and existing condition of the structure, and the vibration effects on people. Particle velocities can easily be measured during construction using a vibration monitor (seismograph) at the nearby structures, utilities, and at any other critical facilities. Depending on the allowable vibration levels established for each existing structure and utility located in the project vicinity, we recommend that existing structural condition surveys be 21 -1- 09383 -001 r � 8.2 Augercast Concrete Pile Installation • 21-1-09383-001 .r i .doc /wp /eet 31 performed for facilities located within 50 feet of the pile driving activities. Documentation should include photographs, videos, sketches, and/or written comments. We could recommend vibration threshold values as the design progresses. If there are any cracks in the existing structures, we recommend that crack gages be installed on each crack to measure potential changes in crack widths. The aforementioned measurements, existing structural condition surveys, and crack gage installations should be established well in advance of construction so that a set of baseline data can be developed. This information will be invaluable in assessing the need for mitigating measures, as well as resolving potential disputes. We recommend that horizontal and vertical movement monitoring be performed on the existing structures, adjacent utilities, pavements, and other movement- sensitive facilities. We further recommend that the monitoring be set up prior to start of construction and continued during pile driving and excavation. If recorded movements are higher than the established limits, alternate construction methods should be utilized. Noise levels during pile driving may be unpleasant to humans nearby but are not likely to cause damage. The noise levels can be moderated during pile driving with various damping techniques. Careful installation is critical to the success of long and large diameter augercast piles. Augercast concrete piles are installed by rotating a continuous- flight, hollow -stem auger to a predetermined depth. After the auger is rotated to the predetermined depth, a high - strength, sand - cement grout is pumped under controlled pressure through the center of the shaft as the auger is slowly withdrawn. By maintaining pressure in the grout line and extracting the auger no faster than an equivalent volume of grout is pumped, a continuous column of concrete is formed. A single reinforcing rod can be placed through the hollow -stem of the auger and/or a reinforcing cage with centering guides can be placed in the column of wet grout. Where piles are expected to experience tensile /uplift forces, the central reinforcing rod should be extended for the full length of the pile. The quality of the augercast concrete piles depends on the procedure and workmanship of the contractor who installs them. •We recommend that Shannon & Wilson personnel observe the 21 -1- 09383 -001 z F- w re 6 O 0 coo -i • z U) u_ w 2 Q i • s F. w Z = 1 w U � 0 • 1-- W X- ..z w 0 O 1- z installation of augercast piles on a full -time basis to evaluate the adequacy of the construction procedures. We recommend that the contract documents require the contractor to install a pressure gage on the pump discharge line and a counter on the grout pump. The approximate volume of grout pumped is computed by counting the number of strokes of a displacement -type grout pump. The pressure gage is used to monitor the pressure of the grout to evaluate the rate at which the auger should be extracted, and to check if the auger or hoses are plugged. If insufficient grout is pumped into the auger, a proper grout column will not be formed. If the pressure in the grout line is not maintained, or if the auger is withdrawn too rapidly, the auger hole may cave, creating a discontinuity in the grout column. Either condition will reduce the load - carrying capacity of the pile. Therefore, the pump should be calibrated in the presence of the geotechnical engineer prior to its use, and the pressure gage should be checked for proper functioning. The auger should not be pulled until the grout has been pumped at least 5 feet above the auger tip. It should then be withdrawn with slow, positive rotation at a slow, continuous, steady pull. The 5 -foot head of grout should be maintained at all times during the withdrawal operations. The contractor should be required to establish accurate methods of determining the depth of the auger at all times. We recommend that the leads be marked at 1 -foot intervals. The ratio between the volume of grout pumped and theoretical volume of each augercast pile hole should be at least 1.10. Based on experience with similar projects, grout takes could be large, being on the order of 25 to 35 percent more than the total net pile volume. If contaminated soil or groundwater is encountered during the augercast pile installation, the drilling spoils should be separated out, placed on plastic sheeting, and covered until environmental testing is completed and a suitable disposal location can be determined. 8.3 Test Pile Program The preliminary recommendations for pile foundations and, in particular, the recommendations for pile penetrations and capacities are based on theoretical and empirical data, subsurface conditions encountered at the site, and our engineering judgment and experience. In order to substantiate our recommendations and justify the relatively low safety factors and high allowable seismic capacities, we recommend that a test pile program be undertaken. The test pile program could be completed either during the design phase or during construction prior to production pile 21-1-09383-001 .r l .doc /wp /eet 32 21 -1- 09383 -001 • z Iz .J 00 CO U.1 J F- U) w w o g CO u. I I-w Z = 1— 0 Z1- w • w U D O — O E- wW 1- o .. z w U = 0E z : ;r Oki installation. If the program is completed during the design phase it will allow any necessary adjustments to pile size and/or length to be made prior to ordering the production piles. If the program is completed during construction, its purpose would be to confirm the design pile capacities. The test pile program could consist of one of the following options: ► For driven steel pipe and/or pre - stressed octagonal concrete pile, we recommend driving indicator piles and performing dynamic pile tests using a Pile - Driving Analyzer (PDA). We recommend that a minimum of three piles be driven as indicator piles. The indicator piles should be driven at appropriate locations within the footprint of the enclosed area south of the Red Barn, the Military Gallery and the Commercial Gallery. During the indicator pile driving, we recommend that dynamic measurements, using a PDA, be taken and Case Pile Wave Analysis Program (CAPWAP) be performed on each test pile. We recommend that a CAPWAP restrike be taken on all three test piles after an appropriate setup time has passed. Based on our experience, dynamic pile tests are one of the most cost - effective methods for determining the total ultimate capacities and load distribution of the piles. Test piles may be used as production piles if they meet the specified installation procedures and requirements. ► For augercast concrete or either driven pile, we recommend performing static load tests. Pile load tests yield accurate load deflection relationships and would probably result in a higher pile design capacity. We recommend that a minimum of three static load tests be performed for the proposed expansion, one in the enclosed area south of the Red Barn, one in the Military Gallery, and one in the Commercial Gallery. Each load test setup would consist of both test and reaction piles. We recommend that an oversized casing be installed down to the top of the bearing layer and cleaned out (for driven piles). The test pile would be installed within the casing and into the bearing layer. This setup would allow the end bearing of the test pile to be adequately evaluated without the interference of significant side friction within the upper, potentially liquefiable soils. We further recommend that the load test pile be performed in general accordance with "Quick Test" in the ASTM D -1143 guidelines. Pile driving vibrations should be monitored during test pile installations. In addition to the test pile program, we also recommend that dynamic measurements be performed on at least five percent of the production piles and on production piles with questionable driving results. Such measurements would help evaluate the integrity of the driven piles, the adequacy of the pile driving criteria, confirm the capacity of the piles, adjust the pile driving equipment if required, and alter the pile installation techniques or the pile driving criteria, if necessary. 21 -1- 09383 -001.r I .doc /wp /eet 33 21 -1 -09383 -001 z � z cc w 6 O 0 U) o w w J = CO Lt. w Q 2 w Z = 1— 0 Z ~ w D cl O — O I— w W IL. z w = 0 1- z fie 8.4 Wet Weather Earthwork In this area, wet weather generally begins in October and continues through about May, although rainy periods may occur at any time of the year. Earthwork performed during the wet weather months will cost more and take longer to complete. Groundwater levels will also be higher during the rainy season, although significant variations are not expected. Groundwater and surface water runoff could enter into site excavations and would need to be intercepted by drainage ditches, trench drains, or otherwise removed. The soils at the site generally contain sufficient silt to produce an unstable mixture when wet. Such soils are susceptible to softening when wet. Standing water on the soil surface, along with construction activity, will result in disturbance and an unacceptable bearing surface requiring overexcavation. The following recommendations are applicable for pile caps, general excavation, floor slabs, or pavements: ► If there is to be traffic over the exposed subgrade, the subgrade should be protected from disturbance. A lean concrete pad, about 2 or 3 inches thick (a "rat slab" or "mud slab "), could be placed immediately following excavation on the undisturbed soils. This could be done as needed to protect the exposed soils and act as a working surface. Overexcavation may be needed to accommodate this lean concrete pad. • The ground surface in the construction area should be sloped and sealed with a smooth - drum roller to promote rapid runoff of precipitation, to prevent surface water from flowing into excavations, and to prevent ponding of water. ► Construction should be observed on a full -time basis by Shannon & Wilson personnel to determine that all unsuitable materials are removed and suitable drainage is achieved, and an appropriate bearing surface results. ► Covering work areas with plastic and/or sloping, ditching, pumping from sumps and other dewatering measures should be employed as necessary to permit proper completion of the work. The above recommendations apply for all weather conditions, but are most important for wet weather earthwork. They should be incorporated into the contract specifications for foundation and pavement construction. 8.5 Construction Observation We recommend that Shannon & Wilson be retained to review those portions of the plans and specifications that pertain to foundations, pavements, and earthwork to determine if they are 21- 1- 09383.001.r l .doc /wp /eet 34 21-1-09383-001 a�a A :ma 9.0 LIMITATIONS consistent with our recommendations. The specified methodology and/or performance criteria in the subgrade preparation sections will be critical to the success of the pavement construction and performance. We also recommend we be retained to observe the geotechnical aspects of construction, particularly the test pile program, pavement subgrade preparation, drainage, foundation installation, and backfill. This observation would allow us to verify the subsurface conditions as they are exposed during construction and to determine that the work is accomplished in accordance with our recommendations. The analyses, conclusions, and recommendations contained in this report are based upon site conditions as they presently exist, and further assume that the explorations are representative of the subsurface conditions at the Museum of Flight Expansion project (that is, the subsurface conditions everywhere are not significantly different from those disclosed by the explorations). Within the limitations of the scope, schedule, and budget, the analyses, conclusions, and recommendations presented in this report were prepared in accordance with generally accepted professional geotechnical engineering principles and practice in this area at the time this report was prepared. We make no other warranty, either express or implied. Our conclusions and recommendations were based on our understanding of the project as described in this report and the site conditions as interpreted from the explorations. If, during final design and construction, subsurface conditions different from those encountered in the field explorations are observed or appear to be present during pile installation, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. If there is substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, it is recommended that this report be reviewed to determine the applicability of the conclusions and recommendations concerning the changed conditions or the time lapse. We recommend that we review those portions of the plans and specifications that pertain to deep foundation installation, pavements, drainage, and backfill to determine if they are consistent with our recommendations. 21-1-09383-001 .r l .doc /wp /eet 35 21 -1 -09383 -001 • z w re O 0 c o -i I— CJ) w ° -± z = 1- 0 w I • w U� 0 - CII— w u' O . w z = 0 z Unanticipated soil conditions are commonly encountered and cannot fully be determined by merely by taking soil samples from test borings or pushing CPTs. Such unexpected conditions frequently require that additional expenditures be made to attain properly constructed projects. T Therefore, some contingency fund is recommended to accommodate such potential extra costs. This report was prepared for the exclusive use of the Museum of Flight and their design team. It should be made available to prospective contractors for information on factual data only, and not as a warranty of subsurface conditions such as those interpreted from the exploration logs and presented in the discussions of subsurface conditions included in this report. The scope of our geotechnical services did not include any environmental assessment or evaluation regarding the presence or absence of hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below the site, or for evaluation of disposal of contaminated soils or groundwater should any be encountered, except as noted in this report. Shannon & Wilson, Inc. has prepared a document, "Important Information About Your Geotechnical Report," to assist you and others in understanding the use and limitations of our reports. This document is included in this report as Appendix E. SHANNON & WILSON, INC. Carole L.B. Mitchell, P.E. Senior Principal Engineer 2I -1- 09383 -00I .r I .doc /wp /cct 11 -7-0 ( SWC:WJP:CLBM:CAR:DGW /clbm 36 SHANNON 6WILSON, EXPIRES 7-16-02. David G. Winter, P.E. Vice - President /1 21 -1 -09383 -001 z N w 1.1.. C 6 00 CO - H w 2 g Q cn I w Z = F- 0 Z H 111 u U O - O F— W w a. ( 5 - w z O N P 0~ z VMS 10.0 REFERENCES American Association of State Highway and Transportation Officials (AASHTO), 1993, Guide for design of pavement structures. American Society for Testing and Materials (ASTM), 2001, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420 - D 4914: West Conshohocken, Pa. Arduino, P., Kramer, S.L., Li, P., and Baska, D.A., 2001, Dynamic stiffness of piles in liquefiable soils, draft research report, Washington State Transportation Center, University of Washington, 149 pp. Barker, W.R., and Brabston, W.N., 1975, Development of a structural design procedure for flexible pavements, Report No. FAA -RD -74 -199, September. Barker, W.R., and Gonzalez, C.R., 1991, Pavement design by elastic layer theory, proceedings of the conference: Aircraft/Pavement Interaction —An Integrated System, ASCE, Kansas City, Missouri. Bartlett, S.F., and Youd, T.L., 1995, Empirical prediction of liquefaction- induced lateral spread: Journal of Geotechnical Engineering, v. 121, no. 4, p. 316 -329. David I. Hamlin and Associates, 2001, Draft traffic impact assessment, Museum of Flight, Tukwila, Washington. EduPro Civil Systems, Inc., 1999, ProShake ground response analysis program, version 1.10: Redmond, Wash. Ensoft Inc., 1998, Design of deep foundations: piles and drilled shafts under lateral and axial loadings, a seminar /workshop featuring computer programs from Ensoft, Inc., Austin, Texas, April 23 -24, 1998: Austin, Tex. Federal Aviation Administration (FAA), 1995, Airport pavement design and evaluation, Advisory Circular 150/5320 -6D. Federal Aviation Administration (FAA), 1995, program LEDFAA, version 1.2. Frankel, A.; Mueller, C.; Barnhard, T., and others, 1996, National seismic- hazard maps, June 1996; documentation: U.S. Geological Survey Open File Report 96 -532. GeoEngineers, Inc., 2001, Report, Phase II environmental site assessment, 9725 East Marginal Way South, Seattle, Washington: Report prepared by GeoEngineers, Inc., Seattle, Wash., March 12. 21 -1- 09383 -001.r I .doc /wp /eet 37 21 -1 -09383 -001 z 2 O 0 co 0 co U.1 J � u. Ili 0 2 ? z 1– 0 w ~ U O — co © 1— w W H u. 0 w z - 1 0~ z Horne, J.C., 1996, Effects of liquefaction - induced lateral spreading on file foundations, Ph.D. Dissertation, Department of Civil Engineering, University of Washington, 371 pp. International Conference of Building Officials, 1997, Universal building code, Three - volume set:, Whittier, Calif. Johnson, S.Y; Dadisman, S•.V.; Childs, J.R.; and Stanley, W.D., 1999, Active tectonics of the Seattle fault and Central Puget Sound, Washington — implications for earthquake hazards in Geological Society of America Bulletin, v. 111, no. 7, p. 1042 -1053, July. Neil H. Twelker & Associates Consulting Soils Engineers, 1979, Proposed Museum of Flight soils and foundations investigation: Letter report prepared by Neil H. Twelker & Associates, Seattle, Wash., for Ibsen Nelson, architect, June 22. Neil H. Twelker & Associates Consulting Soils Engineers, 1980a, Pacific Museum of Flight Phase I, Seattle, Washington, soils and foundations investigation: Letter report prepared by Neil H. Twelker & Associates, Seattle, Wash., for Ibsen Nelson and Associates, August 15. Neil H. Twelker & Associates Consulting Soils Engineers, 1980b, Pacific Museum of Flight Phase II, soils and foundations investigation: Letter report prepared by Neil H. Twelker & Associates, Seattle, Wash., for Ibsen Nelson and Associates, October 31. Neil H. Twelker & Associates Consulting Soils Engineers, 1983, Pacific Museum of Flight Phase II, Seattle, Washington, soils and foundations investigation: Letter report prepared by Neil H. Twelker & Associates, Seattle, Wash., for Ibsen Nelson and Associates, August 24. Reese, L.C., and Wang, S.T., 1997, Documentation of computer program LPILE Version 3.0: Austin, Tex., Ensoft, Inc. Shannon & Wilson, Inc., 2001, Geotechnical engineering report, airport control tower seismic upgrade, King County International Airport, Seattle, Wash. Shannon & Wilson, Inc., 2001, Geotechnical report, hangar site, Museum of Flight expansion, Tukwila, Wash. Tokimatsu, K., and Seed, H.B., 1987, Evaluation of settlements in sands due to earthquake shaking: Journal of Geotechnical Engineering, v. 113, no. 8, p. 861 -878. Washington State Department of Transportation and American Public Works Association, 1998, Standard specifications for road, bridge, and municipal construction (M41 -10). Washington State Department of Transportation, 1995, Pavement Guide. 21-1-09383-001s! .doc /wp /ect 38 21 -1- 09383 -001 x C d ``at Borin _ s B __ -1 and & Cone Penetration Tests CPT -1 through CPT -6 U : `f P : t~�� �te )ply:...•.•...•........ `�vatori ` fe ` oil: T````ie ..Y 'Gti)fi � d d m � d . n l e::::: ees ` t {.: :Uixrt �� h . 0400 t: ii :1V[ ``I''` ' � � �� ii a �� aa� � o s `ii t�' �' � o`'iat�l� '•' `':'':''': . ta �>`a�ic': 'L 'S � " �/ :St tr ' i° `iief :: :: 0 - 33 17 to -16 Sand 0 0 30 5 58 40 4 33 - 68 -16 to -51 Sand 0 0 30 10 58 60 30 68 - 93 -51 to -76 Soft Clay 100 100 0 0 38 10 10 3 93 - 97 -76 to -80 Sand 0 0 30 30 58 30 30 97 - 120 -80 to -103 Sand 0 0 42 42 63 150 150 NOTES (1) Static = static case, Liquef = liquefied case (2) psf = pounds per square foot (3) pcf = pounds per cubic foot (4) pci = pounds per cubic inch (5) E50 = strain at one half the maximum principal stress difference (6) No group effect reductions have been considered. (7) If applicable, ground conditions should be determined in accordance with the LPILE (1997) manual. pP � licable, modifications to the p-y curves for sloping p � g g (8) Groundwater was encountered approximately 5 to 12 feet below the existing ground surface, or about elevation 6 to 12 feet. 10/8/01/21.1 .09383.001 /LPI LE. I1na1. X LS.CLB M TABLE 1 RECOMMENDED PARAMETERS FOR LATERAL RESISTANCE ANALYSIS USING LPILE SHANNON & WILSON, INC. 21 -1- 09383 -001 Z � Z � W -J C.) O 0 O 0 J • = N U) u_ W O co W Q I I . W Z = F- H O Z WW U N o — • I— W W IJ Z W O ~ Z rah r +n W+A Contract No.: Structure Name and/or No • Project: County: I HAMMER RAM Ram Weight: Ram Length: Ram Cross Sectional Area (for diesel hammers) ANVIL (with diesel hammers) Anvil weight: CAPBLOCK PILE CAP CUSHION PILE TABLE 2 Pile and Driving Equipment Data Manufacturer: Model Type: Serial No • Rated Energy' @ Length of Stroke Explosive Force: (for diesel hammers) Material: Area Thickness: Modulus of Elasticity - E: (psi) Coefficient of Restitution - e Helmet Bonnet — Weight. Anvil Block Drivehead _ Pile Driving Contractor or Subcontractor: (piles driven by) Cushion Material: Area Thickness Modulus of Elasticity - E (psi) Coefficient of Restitution - e: Type: Pile Size: Length (in leads): Diameter Wall Thickness* Taper: Material: Weight/Ft Design Pile Capacity' (tons) Description of Splice' Tip Treatment Description: 21 -1- 09383 -001 z w D L JU U 0 • p W � U) u_ w • } J u. • a � w z= F- I-- z F-' U � O — O H w LL-.O ..z w UI o � z ra PROJECT LOCATION U l ...1 r 63 sos ( C_ C 7JU __. _ y ._ . r — - - - d � xilp, r... $ ! !1 S S U LI C1.O�lERDAL : i . S;3 5..,.. _. DO OVA TRENT '1 . 11m S /— x Y S CON ORO 'Z _ ST v — II I s S HC D_RSOH CJ _...J_ S v SCE — :�-- T'c H S i DIRECTO . 1 S DI ECTOR ST A ------' 71 ^ �' irS ril ST gi _7 S BARTON S'r ... 5 8 \� i roorE— (5 IS `Kr ° 92i T 4‘)\\S S � 93RD \ �_ _ _ _ � 1 95M1 ST < 4 N o 5 U S 116TH ..ST :i 95TH ST • 101511 S 103RD ST 02ND � N � 2 s Lun+ r C5 S (115TH ST - _5...__. ._....116TH Scale in Miles NOTE Reproduced with permission granted by THOMAS BROS. MAPS ®. This map is copyrighted by THOMAS BROS. MAPS®. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. All rights reserved. 9 �~ - --� F — lo'ub § 5 , ________11120TH T V) ▪ __s—) __ N in in I. �t� , • Lt3�' y ▪ } Q cb 4 � h 1.2M: ST 1 h N N S 1774 . :T j RI .f 0 1/4 1/2 1 I i I October 2001 ftm SHANNON & WILSON, INC. Geotechnical and Environmental Consultants VICINITY MAP Museum of Flight Expansion Tukwila, Washington 21 -1 -09383 -001 K, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CD --',... ,-------,---.* !,: .i1 -=7 r -- L.-...' i'• t.. }.--. t__ IL:'-- L.1 f.:-.:-... 1.,:1' -_-- .1 ii NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -° 1.0 0 cn a) Q 0.5 a) H O J W > 0.1 Damping = 5% /j O� 00' ff •0007 i o0 p . 0.01 0.05 0.1 0.5 1.0 5 10 PERIOD - seconds LEGEND Recommended Design Spectrum ProShake (total stress analyses) WAVE (nonlinear, effective stress analyses NOTES 1. Response spectra are from site - response analyses con- ducted for the Boeing Field Air Traffic Control Tower (approx. 1.2 miles north of the MOF) with similar subsurface conditions. 2. Response spectra represent free -field horizontal motion at the ground surface. 3. The vertical spectrum may be assumed to be two- thirds of the recommended horizontal spectrum. — — — Nisqually BOE east component — — — Nisqually BOE north component October 2001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants Museum of Flight Expansion Tukwila, Washington RECOMMEND DESIGN RESPONSE SPECTRUM 21 -1 -09383 -001 a • 1— W W U O Q W~ U) ttL. W 1 1 = W I- z � wo aj U co 0 I-- W H w Z U = O � Z ilca . 0 6 GENERALIZED SUBSURFACE PRf1F11 F (Based on borings B -1 & B -2) 17' 16' 4 "0 -51' Z w -76' -80' -104' -110' -123' v2 - 10/8/01.Octa•onal Concrete rinal.xls 20 40 ▪ 60 a) d a W C3 O. 80 1•- W — J a- 100 120 140 PiPe•C ESTIMATED AXIAL PILE CAPACITY (tons) NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction - induced downdrag would be -40 tons. Downdrag Is not shown on the above plot, but should be anticipated in design. - - - Ultimate Uplift Resistance • Allowable Total Capacity 0 50 100 150 200 251 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 24 -INCH OCTAGONAL PRESTRESSED CONCRETE PILE October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 5 Liquefiable, loose to medium dense SAND Loose to dense SAND (liquefiable with residual strength) Very soft, clayey SILT Medium dense SAND 7' Dense to very dense SAND Bottom of boring B -1 Thickness of layer (KC tower boring) Stiff to very stiff, slightly clayey, sandy SILT (KC tower boring) ilca . 0 6 GENERALIZED SUBSURFACE PRf1F11 F (Based on borings B -1 & B -2) 17' 16' 4 "0 -51' Z w -76' -80' -104' -110' -123' v2 - 10/8/01.Octa•onal Concrete rinal.xls 20 40 ▪ 60 a) d a W C3 O. 80 1•- W — J a- 100 120 140 PiPe•C ESTIMATED AXIAL PILE CAPACITY (tons) NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction - induced downdrag would be -40 tons. Downdrag Is not shown on the above plot, but should be anticipated in design. - - - Ultimate Uplift Resistance • Allowable Total Capacity 0 50 100 150 200 251 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 24 -INCH OCTAGONAL PRESTRESSED CONCRETE PILE October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 5 -M pilcapBp(v2). 10/8101 -Pipe Pile rinal.xls GENERALIZED SUBSURFACE PRf1FII (Based on borings B -1 & B -2) 17' -16' -76' -80' -104' -110' -123' ESTIMATED AXIAL PILE CAPACITY (tons) 0 50 100 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction- induced downdrag would be -35 tons. Downdrag is not shown on the above plot, but should be anticipated in design. - - - Ultimate Uplift Resistance —� °Allowable Total Capacity 150 200 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 24- INCH - DIAMETER CLOSED -END PIPE PILE SHANNON & WILSON, INC. F IG. 6 Geotechnical and Environmental Consultants 250 October 2001 21 -1- 09383 -001 Liquefiable, loose to medium dense SAND Loose to dense SAND (liquefiable with residual strength) Very soft, clayey SILT Medium dense \ SAND 7 Dense to very dense SAND Bottom of boring B -1 Thickness of layer (KC tower boring) Stiff to very stiff, slightly clayey, sandy SILT (KC tower boring) -M pilcapBp(v2). 10/8101 -Pipe Pile rinal.xls GENERALIZED SUBSURFACE PRf1FII (Based on borings B -1 & B -2) 17' -16' -76' -80' -104' -110' -123' ESTIMATED AXIAL PILE CAPACITY (tons) 0 50 100 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction- induced downdrag would be -35 tons. Downdrag is not shown on the above plot, but should be anticipated in design. - - - Ultimate Uplift Resistance —� °Allowable Total Capacity 150 200 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 24- INCH - DIAMETER CLOSED -END PIPE PILE SHANNON & WILSON, INC. F IG. 6 Geotechnical and Environmental Consultants 250 October 2001 21 -1- 09383 -001 tip aI pilcap6p(v2)•10 /8 /01 -Pi e Pile 18 inch finai.xls GENERALIZED SUBSURFACE PPf1F11 F (Based on borings B -1 & B -2) 17 -16 -76' -80' -104' -110' -123' H w -J a 0 20 ESTIMATED AXIAL PILE CAPACITY (tons) 40 60 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet Into the bearing layer. 7 We estimate that the liquefaction - Induced downdrag would be -25 tons. Downdrag is not shown on the above plot, but should be anticipated in design. — - Ultimate Uplift Resistance -- Allowable Total Capacity 80 100 120 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants Museum of Flight Expansion Tukwila, Washington 140 160 ESTIMATED SEISMIC CAPACITY 1 8 -INCH- DIAMETER CLOSED -END PIPE PILE October 2001 21 - 1 - 09383 - 001 FIG. 7 Nth Z h W tY 6 J0 0 0 N0 Ill I w 2 ? • ct � Z = f- 0 w ~ w U ON 0 1- wW - I- LO Z w U= 0 Z Liquefiable, loose to medium dense SAND Loose to dense SAND (liquefiable with residual strength) Very soft, clayey SILT Medium dense \ SAND 7 Dense to very dense SAND Bottom of boring B -1 Thickness of layer (KC tower boring) Stiff to very stiff, slightly clayey, sandy SILT (KC tower boring) tip aI pilcap6p(v2)•10 /8 /01 -Pi e Pile 18 inch finai.xls GENERALIZED SUBSURFACE PPf1F11 F (Based on borings B -1 & B -2) 17 -16 -76' -80' -104' -110' -123' H w -J a 0 20 ESTIMATED AXIAL PILE CAPACITY (tons) 40 60 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor -of- safety (FS) of 1.5 was applied to the ultimate skin friction and end bearing values. 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet Into the bearing layer. 7 We estimate that the liquefaction - Induced downdrag would be -25 tons. Downdrag is not shown on the above plot, but should be anticipated in design. — - Ultimate Uplift Resistance -- Allowable Total Capacity 80 100 120 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants Museum of Flight Expansion Tukwila, Washington 140 160 ESTIMATED SEISMIC CAPACITY 1 8 -INCH- DIAMETER CLOSED -END PIPE PILE October 2001 21 - 1 - 09383 - 001 FIG. 7 Nth Z h W tY 6 J0 0 0 N0 Ill I w 2 ? • ct � Z = f- 0 w ~ w U ON 0 1- wW - I- LO Z w U= 0 Z pilc -10/8 1 Au ercast Concrete final.xls GENERALIZED SUBSURFACE PRlll =ll P (Based on borings B -1 & B -2) 17 -16 , - 51' z O -76' -80 -104' -110' -123' 100 120 140 0 20 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction- Induced downdrag would be -15 tons. Downdrag is not shown on the above plot, but should be anticipated in design. ESTIMATED AXIAL SHAFT CAPACITY (tons) 40 60 80 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor - of- safety (FS) of 1.5 was applied to the ultimate skin friction to obtain the allowable skin friction. The allowable end bearing was obtained by estimating the percentage of the ultimate end bearing that would be mobilized by 1/2 inch of settlement at the base of the pile. - - - Ultimate Uplift Resistance Allowable Total Capacity 100 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 18 -INCH- DIAMETER AUGERCAST CONCRETE PILE 120 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 8 z • F Z U to to u_ W ? co d = W Z � Z 0 w • W U O N O 1- W W H 0 O .. w U= O~ Z Liquefiable, loose to medium dense SAND Loose to dense SAND (liquefiable with residual strength) Very soft, clayey SILT Medium dense N SAND v Dense to very dense SAND Bottom of boring B - Thickness of layer (KC tower boring) Stiff to very stiff, slightly clayey, sandy SILT (KC tower boring) pilc -10/8 1 Au ercast Concrete final.xls GENERALIZED SUBSURFACE PRlll =ll P (Based on borings B -1 & B -2) 17 -16 , - 51' z O -76' -80 -104' -110' -123' 100 120 140 0 20 2. We recommend that the allowable uplift resistance be obtained by applying an FS of 1.5 for transient loading conditions. 3. Calculations assume liquefied soil conditions. 4. Calculations assume ground water is at about elevation 6 to 12 feet. 5 To obtain the estimated capacities above, we recommend a minimum pile spacing of 3 diameters. 6 We recommend a minimum pile embedment of 5 feet into the bearing layer. 7 We estimate that the liquefaction- Induced downdrag would be -15 tons. Downdrag is not shown on the above plot, but should be anticipated in design. ESTIMATED AXIAL SHAFT CAPACITY (tons) 40 60 80 NOTES 1. Allowable compressive capacity is a summation of allowable skin friction and allowable end bearing. A factor - of- safety (FS) of 1.5 was applied to the ultimate skin friction to obtain the allowable skin friction. The allowable end bearing was obtained by estimating the percentage of the ultimate end bearing that would be mobilized by 1/2 inch of settlement at the base of the pile. - - - Ultimate Uplift Resistance Allowable Total Capacity 100 Museum of Flight Expansion Tukwila, Washington ESTIMATED SEISMIC CAPACITY 18 -INCH- DIAMETER AUGERCAST CONCRETE PILE 120 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 8 z • F Z U to to u_ W ? co d = W Z � Z 0 w • W U O N O 1- W W H 0 O .. w U= O~ Z re J 0 0 N Pavement or 18" Impervious Soil Backfill Meeting Gradation Requirements for Structural Fill (See Note 2) Excavation Slope Contractor's Responsibility 12" Min. Cover of Pea Gravel (6" Min. on Sides of Pipe) Perimeter Drain Pipe MATERIALS Drainage Sand & Gravel with the Following Specifications: Sieve Size 1 -1/2" 3/4" 1/4" No. 8 No. 30 No. 50 No. 100 (by wet sieving) Sloped to Drain Away from Structure % Passing by Weight 100 90 to 100 75 to 100 65 to 92 20 to 65 5 to 20 0 to 2 (non - plastic) 18" Min. PERIMETER DRAIN PIPE 4" minimum diameter perforated or slotted pipe; tight joints; sloped to drain (6 "/100' min, slope); provide clean -outs. Perforated pipe holes (3/16" to 3/8" dia.) to be in lower half of the pipe with lower quarter segment unperforated for water flow. Slotted pipe to have 1/8" maximum width slots. 0 0 4" Min. C v 0 0 0 • o I° o v • 0 e 0 0 Not to Scale 0 Wall Drainage Sand and Gravel or Washed 3/8" to No. 8 Pea Gravel Damp Proofing — Weep Holes (See Note 1) Floor Slab 0 . 0 0 0 .• 0 • Vapor Barrier 6" Min. irrRwrink. ° 30 "Min.° • o °• • 0 0 . 0 0. 0 18" Min. — Capillary Break (See report text) NOTES 1. Capillary break beneath floor slab should be hydraulically connected to perimeter drain pipe. Use of 1 -inch diameter weep holes as shown is one applicable method. We estimate that the weep holes would need to be spaced approximately every 8 feet along the walls. 2. Structural fill should meet WSDOT Gravel Borrow Specification 9- 03.14(1) but should have a maximum size of 3 inches, and should not have more than 5% fines (by weight based on minus 3/4" portion) passing No. 200 sieve (by weight sieving) with no plastic fines during wet conditions or wet weather. 3. Backfill within 18" of wall should be compacted with hand- operated equipment. Heavy equipment should not be used for backfill, as such equipment operated near the wall could increase lateral earth pressures and possibly damage the wall. 4. All backfill should be placed in layers not exceeding 4" loose thickness for light equipment and 8" for heavy equipment and densely compacted. Beneath paved or sidewalk areas, compact to at least 95% Modified Proctor maximum dry density (ASTM: D1557, Method C or D). Otherwise compact to 90% minimum. Museum of Flight Expansion Tukwila, Washington TYPICAL BASEMENT WALL PERIMETER DRAIN AND BACKFILL October 2001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 21 -1- 09383 -001 FIG. 9 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. kuA APPENDIX A FIELD EXPLORATIONS TABLE OF CONTENTS I Page A.1 INTRODUCTION A -1 A.2 SOIL CLASSIFICATION A -1 A.3 GEOLOGIC UNITS AND DESCRIPTION A -1 A.4 BORINGS A -2 A.4.1 Drilling Procedures A -2 A.4.2 Soil Sampling A -3 A.4.3 Observation Wells A -3 A.4.4 Boring Logs A -4 A.5 CONE PENETRATION TESTS A -4 A.6 REFERENCES A -5 Figure No. 21 -1- 09383- 001.App.A/wp /Ikd LIST OF FIGURES A - Soil Classification and Log Key (2 sheets) A -2 Log of Boring B -1 A -3 Log of Boring OW -1 A -4 Log of Boring OW -2 A -5 Log of Boring B -2 A -6 Log of Boring B -3 A -7 Log of Boring B -4 A -8 Log of Boring B -5 A -9 Log of Boring B -6 A -10 Log of Probe CPT -1 (2 sheets) A -11 Log of Probe CPT -2 (2 sheets) A -12 Log of Probe CPT -3 (2 sheets) A -13 Log of Probe CPT -4 (2 sheets) A -14 Log of Probe CPT -5 (2 sheets) A -15 Log of Probe CPT -6 (2 sheets) A -i 21 -1- 09383 -001 z z • 2 -J O O 0 co o co J = H CO W w IL< I �.w Z = zI- W w U � O P— o I— ww O z w • cp o H O z CAI Y11 A.1 INTRODUCTION The field exploration program consisted of drilling six borings and two observation wells as well as pushing six cone penetration tests (or CPTs). Borings B -1, OW -1, and OW -2 and CPT -1 and CPT -2 were completed on the east side of East Marginal Way South and borings B -2 through B -6 and CPT -3 through CPT -6 were completed on the west side of the street. The locations of the explorations are shown on Figure 2 in the main text of the report. The exploration locations and ground surface elevations of the borings and CPTs were determined from the topographic survey information provided by Bush, Roed & Hitchings (BRH). A grid of Falling Weight Deflectometer (FWD) tests were performed in the Commercial Gallery area; the explanation of the FWD tests and their results are provided in Appendix D. A.2 SOIL CLASSIFICATION An engineer and/or geologist from Shannon & Wilson, Inc., was present throughout the drilling and sampling operations for the borings and wells. Our representative retrieved representative soil samples and prepared a descriptive field log of the explorations. Classification of the boring and well samples was based on American Society for Testing and Materials (ASTM) D 2487 -98, Standard Test Method for Classification of Soil for Engineering Purposes, and ASTM D 2488 -93, Standard Recommended Practice for Description of Soils (Visual - Manual Procedure). The boring and well logs in this report represent our interpretation of the contents of the field logs. Figure A -1 of Appendix A presents a log key to the terms and symbols used in our classification of the materials encountered. A.3 GEOLOGIC UNITS AND DESCRIPTION Prior to performing the field explorations, a list of anticipated geologic units was developed for the project. In the field, geologic units were defined based on their geologic history and engineering properties. The list, which was confirmed during our field exploration program, was used to maintain consistency between the Museum of Flight Expansion location and the hangar site when defining geologic units encountered in the explorations. These geologic units are interpretive and based on our opinion of the grouping of complex sediments and soil types into 21 -1 ••09383.00 1.App.A/wp /lkd APPENDIX A FIELD EXPLORATIONS A -1 21 -1- 09383 -001 44.:.:11•■■■,4.7 ,:4 140;::. .:.. • units appropriate for the project. These geologic unit designations are shown on the Generalized Subsurface Profile (Figure 3) and in the descriptions on the boring logs in Appendix A. A.4 BORINGS The subsurface conditions at the Museum of Flight Expansion site were explored with two deep soil borings, designated B -1 and B -2, which were drilled and sampled to 121.5 and 101.5 feet, respectively. Four shallow borings, designated B -3 through B -6, were drilled to depths of approximately 5 feet. Two additional borings were drilled for observation well installation; the wells were designated OW -1 and OW -2. Observation well OW -1 was not sampled due to its proximity to boring B -1, but the well was installed to a depth of 14 feet. Observation well OW -2 was sampled and was installed to a depth of 16.5 feet. All of the soil borings and observation wells were completed by Geo -Tech Explorations, Inc., of Kent, Washington, under subcontract to Shannon & Wilson, Inc., between April 23 and 26, 2001. The locations of the six borings and two observation wells were surveyed by BRH under subcontract to The Seneca Real Estate Group, Inc., and are shown on the Site and Exploration Plan, Figure 2. BRH recorded horizontal positions as northings and eastings according to the North American Datum (NAD 83/91) and vertical positions by elevations measured according to the North American Vertical Datum (NAVD 88). The soil samples above the groundwater level were screened with a photoionization detector (PID) to determine if there were petroleum -based volatile organic compounds present; the PID did not indicate the presence of volatiles. A.4.1 Drilling Procedures A truck - mounted, B -59 drill rig was used to advance borings 13-1 through B -6 and wells OW -1 and OW -2, using a combination of hollow- stem -auger (HSA) and open -hole, mud - rotary techniques. HSA drilling was performed in OW -1 and OW -2 and in the upper 15 feet of B -1 and B -2. Shallow borings B -3 through B -6 were also drilled using the HSA method. HSA drilling consists of advancing continuous - flight augers to remove soil from the borehole. Samples are obtained by removing the center bit and lowering a sampler through the hollow stem. The HSA drilling method was utilized at the project site for purposes of identifying potential soil contamination and to try and observe the groundwater level. 21 -1- 09383- 001.App,A/wp /Ikd A -2 21- 1- 09383 -001 z z �w 6 g U O 0 co 0 co J F-- U w w g a:3 u..? "±" w 1- _ z � 1-- 0 z I- w w 0 O N O H w w I O z U = 0 z A.4.2 Soil Sampling A.4.3 Observation Wells 21 -1- 09383- 001.App.A/wp /Ikd A -3 In borings B -1 and B -2, below HSA drilling, an open -hole mud- rotary drilling technique was used. Open -hole mud rotary borings are advanced by circulating thick drilling mud from the rig down through standard 2 5/8 -inch outside - diameter (O.D.) NX rods to a 3 7/8- inch - diameter tri -cone bit at the bottom of the borehole. Steel casing was not used to advance any of the borings. A mixture of bentonite powder and water comprised the drilling mud. Cuttings were transported from the bottom of the borehole to the surface by drill mud flowing between the drilling rods and the sides of the open borehole. The cuttings were deposited in a settling tank at the ground surface and the mud was recirculated. Disturbed soil samples were obtained during drilling in conjunction with the Standard Penetration Test (SPT). SPTs were performed in general accordance with ASTM Designation D 1586, Standard Method for Penetration Testing and Split -Barrel Sampling of Soils. SPTs were performed at 2.5- to 5 -foot intervals to the bottom of the borings, with the exception of B -3 through B -6, which were continuously sampled to approximately 5 feet. The sampling intervals are shown on the boring and well logs. The SPT consists of driving a 2 -inch O.D., split -spoon sampler a distance of 18 inches into the bottom of the borehole with a 140 -pound hammer falling 30 inches. The number of blows required for the last 12 inches of penetration is termed the Standard Penetration Resistance (N- value). This value is an empirical parameter that provides a means for evaluating the relative density, or compactness, of granular soils and the consistency, or stiffness, of cohesive soils. Generally, whenever 50 or more blows were required to cause 6 inches or less of penetration, the test was terminated, and the number of blows and the corresponding penetration was recorded. The N- values are plotted on the boring and well logs presented in this appendix. Observation wells were installed in borings OW -1 and OW -2. Observation well OW -1 was drilled to a depth of 14.7 feet adjacent to boring B - and was not sampled. Observation well OW -2 was drilled and sampled to a depth of 16.5 feet. A combination of solid and slotted 2- inch - diameter PVC piping was installed. Flush- mounted monuments were installed at the ground surface. The construction details for the observation wells are shown graphically on the boring logs in this appendix. 21 -1- 09383 -001 z z • F .-I o 00 CO 0 w= (0 w w u- ¢ I I— lU Z = 1— O Z I- w • w U O N O I-- W W I-7- --O z w ✓ z o z IAl Pa „4b A.4.4 Boring Logs • The boring and well logs for this project are presented in Appendix A. A boring log is a written record of the subsurface conditions encountered. It graphically shows the geologic units (layers) encountered in the boring and the Unified Soil Classification System (USCS) symbol of each geologic layer. It also includes the natural water content (where tested), blow count, and the Atterberg limits of soil samples at various depths within the boring log where tests were performed. Other information shown on the boring logs includes the May 2001 groundwater level measurements, groundwater level observations made during drilling, approximate surface elevation, types and depths of sampling, and PD readings for measurement of potential soil contamination. A.5 CONE PENETRATION TESTS Six CPTs were completed by Northwest Cone Exploration under subcontract to Shannon & Wilson, Inc., between April 23 and 27, 2001, as part of our subsurface exploration program. These tests, designated CPT -1 through CPT -6, are located within the proposed footprint of the Museum of Flight Expansion, as shown on Figure 2 in the main text of this report. Northwest Cone Exploration provided experienced field personnel to perform and log the probes using a portable Hogentogler system. The tests were performed in general accordance with procedures outlined in ASTM Designation D -3441, Standard Method for Deep, Quasi- Static, Cone and Friction -Cone Penetration Tests of Soil. Logs of the CPT probes are presented in Figures A -10 through A -15. The purpose of the CPTs was to develop a continuous subsurface profile of the soils encountered at the proposed building site. Using this kind of testing, soil samples are not obtained. In the CPT test, steel rods with a cone tip on the end are pushed with a hydraulic ram into the soil at a relatively constant rate of approximately 2 centimeters per second (cm/sec). The hydraulic ram apparatus is mounted on steel frame, which is, in turn, mounted on a truck The cone tip is connected to a stationary friction sleeve and has a surface area of 10 square centimeters (cm2) and an angle of 30 degrees from the axis. The stationary friction sleeve has a surface area of 150 cm2 and a diameter of approximately 3.8 cm. Two load cells connected in series and a pore pressure transducer are located inside the cone tip. Prior to testing, a plastic filter element that has been saturated under vacuum in glycerin is placed between the cone tip and the stationary friction sleeve. This filter element transmits pore pressures to the pressure 21-1-09383-001 . App. A/wp /I kd A -4 21 -1- 09383 -001 f 411 1 4 fral transducer located within the cone tip. The load cells measure end resistance on the cone tip and friction resistance on the stationary friction sleeve. As the cone penetrates through the soil, measurements of tip resistance, sleeve friction, and pore pressure are electrically transmitted through wires to the ground surface, and then displayed and recorded on a portable computer at 2 -inch intervals. Termination of the testing results when the penetration resistance exceeds the capacity of the hydraulic system or the target depth is reached. Seismic cone tests were performed at 1 -meter intervals in probes CPT —1, CPT -3, and CPT -5. In this test, .a 10- foot -long steel H -beam is pinned between the ground and the hydraulic jacks on the rig. When the cone tip is at a stationary depth in the hole, the H -beam is hit on one side with an instrumented sledgehammer, thus creating a shear wave. A geophone located within the cone tip then measures the resulting shear wave at the cone tip. The data is displayed and recorded on a portable computer in the form of a force -time plot. Using this data, shear wave velocities can be estimated using a pseudo -time interval method. Using the estimated arrival times of the shear waves, estimates of shear wave velocity are calculated. This test provides information that is useful for the earthquake engineering studies for the project. The CPT results consist of plots of cone tip resistance, sleeve friction, friction ratio (ratio of sleeve friction to cone tip resistance), and pore pressure versus depth. This data was processed and interpreted using the computer program CPTINT (Campanella, 1992). Soil description, cone tip resistance, friction ratio, and pore pressure, as well as the estimated soil properties of friction angle, cohesion, and equivalent N -value are plotted versus depth and presented on the CPT logs. The results of the seismic cone tests are also presented on the appropriate probe logs; the logs have a plot of shear wave velocity versus depth. A.6 REFERENCES 21- 1.09383 -001. App.A/wp /lkd A -5 American Society for Testing and Materials (ASTM), 2001, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420 - D 4914: West Conshohocken, Penn. Campanella, R.G., revised by Wong, T., 1992, CPTINT — CPT cone data interpretation program, version 4.2, Civil Engineering Department, University of British Columbia, Vancouver, British Columbia, May 31. 21 -1- 09383 -001 DESCRIPTION SIEVE NUMBER AND /OR SIZE FINES < #200 (0.8 mm) SAND' - Fine - Medium - Coarse #200 to #40 (0.8 to 0.4 mm) #40 to #10 (0.4 to 2 mm) #10 to #4(2to5mm) GRAVEL* - Fine - Coarse #4 to 3/4 inch (5 to 19 mm) 3/4 to 3 inches (19 to 76 mm) COBBLES 3 to 12 inches (76 to 305 mm) BOULDERS > 12 inches (305 mm) COARSE - GRAINED SOILS FINE - GRAINED SOILS N, SPT, BLOWS/FT. RELATIVE DENSITY N, SPT, RELATIVE BLOWS /FT. CONSISTENCY 0 - 4 4 - 10 10 - 30 30 - 50 Over 50 Very loose Loose Medium dense Dense Very dense Under 2 2 - 4 4 - 8 8 - 15 15 - 30 Over 30 Very soft Soft Medium stiff Stiff Very stiff Hard 1 A I:A s Shannon & Wilson, Inc. (S &W), uses a soil classification system modified from the Unified Soil Classification System (USCS). Elements of the USCS and other definitions are provided on this and the following page. Soil descriptions are based on visual - manual procedures (ASTM D 2488 -93) unless otherwise noted. S &W CLASSIFICATION OF SOIL CONSTITUENTS • MAJOR constituents compose more than 40 percent, by weight, of the soil. Major consituents are capitalized (i.e., SAND). • Minor constituents compose 12 to 50 percent of the soil and precede the major constituents (i.e., silty SAND). Minor constituents preceded by "slightly" compose 5 to 12 percent of the soil (i.e., slightly silty SAND). • Trace constituents compose 0 to 5 percent of the soil (i.e., slightly silty SAND, trace of gravel). MOISTURE CONTENT DEFINITIONS Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, from below water table ABBREVIATIONS ATD At Time of Drilling Elev. Elevation ft feet FeO Iron Oxide HSA Hollow Stem Auger ID Inside Diameter in inches lbs pounds Mon. Monument cover N Blows for last two 6 -inch increments NA Not applicable or not available NP Non plastic OD Outside diameter OVA Organic vapor analyzer PID Photo - ionization detector ppm parts per million PVC Polyvinyl Chloride SS Split spoon sampler SPT Standard penetration test USC Unified soil classification WLI Water level indicator GRAIN SIZE DEFINITION • Unless otherwise noted, sands and gravels, when present, range from fine to coarse in grain size. RELATIVE DENSITY / CONSISTENCY WELL AND OTHER SYMBOLS im .J v im' fx by 1, Cement/Concrete Bentonite Grout Bentonite Seal Silica Sand PVC Screen Vibrating Wire Asphalt or Cap Slough Ash Bedrock Museum of Flight Expansion Tukwila, Washington SOIL CLASSIFICATION AND LOG KEY October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geolechnical and Environmental Consultants FIG. A -1 Sheet 1 of 2 UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) (From ASTM D 2487 -98 & 2488 -93) MAJOR DIVISIONS GROUP /GRAPHIC SYMBOL TYPICAL DESCRIPTION COARSE GRAINED SOILS than 50% retained on No. 200 sieve) Gravels (more than 50% of coarse fraction retained on No. 4 sieve) Clean Gravels (less than 5% fines) G a5 • d grav and mix gravels, lines Gp • w 0(3° - o b Poorly graded gravels, gravel -sand mixtures, little or no fines Gravels with Fines (more than 12% . fines) GM 1 Silty gravels, gravel -sand - silt mixtures GC oe mix t ure gravels, gravel-sand-clay mixtures Sands (50% or more of coarse fraction passes the No. 4 sieve) Clean Sands (less than 5% fines) SW ^^^ Well- graded sands, gravelly sands, little or no lines SP Poorly graded sand, gravelly sands, little or no fines S ands with Fines (more than 12% fi nes) SM Silty sands, sand - silt mixtures Clayey sands, sand -clay mixtures FINE -GRAINED LINED (50% or more passes the No. 200 sieve) Silts and Clays (liquid limit less than 50) Inorganic ML r Inoranic silts of low to medium plasticity, rock flour, sandy silts, gravelly l silts, or clayey silts with slight CL % / % Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Organic OL O w pl i s silts and organic silty clays of Silts and Clays (liquid limit 50 or more) Inorganic MH Inorganic silts, micaceous or diatomaceous tine sands or silty soils, elastic silt CH Inorganic clays or medium to high plasticity, sandy fat clay, or gravelly fat Organic OH Organic clays of medium to high plasticity, organic silts ORGANIC SOILS Primarily organ'c matter, dark in color, and organic odor PT ww.r whohleuela .ww .nr AA A Peat, humus, swamp soils with high organic content (see ASTM D 4427) c !t NOTES 1. Dual symbols (symbols separated by a hyphen, i.e., SP -SM, slightly silty fine SAND) are used for soils with between 5% and 12% fines or when the liquid limit and plasticity index values plot in the CL -ML area of the plasticity chart. 2. Borderline symbols (symbols separated by a slash, i.e., CL/ML, silty CLAY /clayey SILT; GW /SW, sandy GRAVEL/gravelly SAND) indicate that the soil may fall into one of two possible basic groups. SOIL CLASSIFICATION AND LOG KEY October 2001 Museum of Flight Expansion Tukwila, Washington SHANNON & WILSON, INC. Geolechnical and Environmental Consultants 21 -1- 09383 -001 FIG. A -1 Sheet 2 of 2 14:∎12.1 iVaitii' SOIL DESCRIPTION Surface Elevation: Approx. 21 Ft. (NAVD 88) Depth (ft) l Symbol I Samples (wdd) did Ground Water Depth (ft) Standard Penetration Resistance (140 lb. weight, 30 -inch drop) • Blows per foot 20 40 60 \TOPSOIL r 0.3 3.7 19.5 33.0 1 1 2 I 3 1 4 I 51 81 71 e I 91 101 11I 121 131 0 0 ° 0 0 ° 5 10 Q cm . S °2 15 20 25 30 35 40 45 ..... ... • . -- ......... Dense, dark gray to dark brown, trace to slightly silty to silty SAND, trace of gravel; moist; massive; ) r \SP-SM/SP. / • • Medium dense, dark gray-brown, trace to slightly silty SAND; moist; locally trace of gravel, massive faintly bedded, scattered silty fine sand seams, scattered iron-oxide staining; (Ha) SP- SM /SP. • ..... ... ..... • • Loose, dark gray-brown, slightly silty to silty, fine SAND, trace 1 medium sand; wet; massive to faintly bedded, scattered organic fragments; (Ha) SP- SM /SM. - three 1 -inch thick seams of slightly clayey silt at 30.4, 30.6, and 30.9 feet • • • Medium dense, dark gray- brown, slightly silty to silty, fine SAND, trace of medium sand; wet; bedded, abundant fine sandy silt seams, abundant organic fragments, scattered ash seams; (Ha) SP- SM /SM. - 1/2 -inch seam of light gray clayey silt (ash) at 41.5 feet CONTINUED NEXT PAGE f • . • • • • LEGEND 0 20 40 60 • Sample Not Recovered • % Water Content Ground Water Level ATD Z 2 - Inch O.D. Split Spoon Sample Plastic Limit I --•- -1 Liquid Limit IC 3-inch O.D. Shelby Tube Sample Natural Water Content 31 3.0' O.D. Osterberg Sample NOTt:s Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols' and definitions. 5. USCS designation Is based on visual•manual classification and selected laboratory Index testing. LOG OF BORING B -1 October 2001 21-1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -2 Sheet 1 of 3 z z 2 0 2 co cc N 0 .: � ,. '.�ili..�.i "' s:_ s�i ,�::•,�;;a:t,,;= r`:rpuii,. n " - :�,i:waui SOIL DESCRIPTION Surface Elevation: Approx. 21 Ft. (NAVD 88) Depth (ft) I LSymboi I saldwes (wdd) Old Ground Water Depth (ft) a Standard Penetration Resistance (140 lb. weight, 30 -inch drop) • Blows per foot 0 20 40 60 58.0 62.0 68.0 93 97 . e ',- • ` '' •� '.c ; ' . •. - -=` . •': " ' . + : . : '` .: 14 — 151 19 181 19 20 211 221 231 241 55 60 65 70 75 • .� . Interbedded, loose, dark•gray- brown, fine sandy SILT, slightly silty, fine SAND, and stiff, clayey SILT; wet; -\ abundant organic fragments; (HI) r SM /ML. • Dense, dark gray, slightly silty, fine SAND, trace of medium sand; wet; bedded, abundant organic fragments, scattered fine sandy silt seams; (Ha) r SP -SM. Soft to very soft, dark gray, clayey SILT, trace of fine sand; wet; locally fine sandy at top, faintly bedded to massive, scattered organic fragments, scattered fine sand seams throughout; (HI) ML. - 3 -inch thick seam of light gray, slightly fine sandy, clayey silt (ash) at 85.4 feet • • 80 A --I) • I 85 A • 90 • Medium dense, gray, silty, fine to medium SAND; wet; massive, abundant shell fragments; (He) SM. 95 Very dense, gray, slightly silty to silty SAND, trace of gravel; wet; massive, CONTINUED NEXT PAGE LEGEND 0 20 40 60 ' Sample Not Recovered Ground Water Level ATD • % Water Content Z 2-Inch O.D. Split Spoon Sample Plastic Limit I-•--I Liquid Limit IL 3-Inch O.D. Shelby Tube Sample Natural Water Content II 3.0' 0.D. Osterberg Sample NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion In the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols' and definitions. 5. USCS designation Is based on visual-manual classification and selected laboratory Index testing. LOG OF BORING B -1 October 2001 21 -1 -09383 -001 . SHANNON & WILSON, INC. Geolechnical and Environmental Consultants FIG. A -2 Sheet 2 of 3 13 r �a . z m co 0 SOIL DESCRIPTION Surface Elevation: Approx. 21 Ft. (NAVD 88) Depth (ft) Symbol Samples (wdd) Old Ground Water Depth (ft) Standard (140 lb. • 0 20 • Penetration Resistance weight, 30 -inch Blows per foot 40 drop) 60 , . 50/4" 50/6" abundant shell fragments; (He) SP- SM /SM. 107.0 121.5 • . •., • . • .. 25 -x- 26 T 2 7 Z 28 29 105 110 115 120 125 130 135 140 145 • Very dense, gray, trace to slightly silty, fine to medium SAND; wet; locally trace of fine gravel, scattered shells and organic fragments; (He) SP -SM. 50%6" • 67 BOTTOM OF BORING COMPLETED ON 04/24/2001 Note: Boring drilled to 17 feet with 8 -inch (O.D.) hollow -stem auger, then mud rotary (3 7/8 -inch tricone bit) to the bottom of the boring. LEGEND 0 20 40 60 • Sample Not Recovered • % Water Content Water Level ATD l V Ground • I 2 -inch O.D. Split Spoon Sample Plastic Limit I — • — I Liquid Limit I 3 -Inch O.D. Shelby Tube Sample Natural Water Content 31 3.0' O.D. Osterberg Sample ;slums Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if Indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols' and definitions. 5. USCS designation is based on visual-manual classification and selected laboratory Index testing. LOG OF BORING B -1 October 2001 21 - 1 - 09383 - 001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -2 Sheet 3 of 3 P14 c -4 saw SOIL DESCRIPTION Surface Elevation: Approx. 21 Ft. (NAVD 88) Depth (ft) I Symbol I Samples RD (ppm) Ground Water Depth (ft) Standard (140 lb. • 0 20 Penetration Resistance weight, 30 -inch Blows per foot 40 ..... drop) _ 60 ......... Notes: 1. Boring OW -1 was not sampled. See adjacent boring B -1 for soil conditions in this area. Boring drilled using an 8 -inch (0.0.) hollow -stem auger. 2. On 5/4/01 well development was attempted by adding about 40 gallons of water; however, the water drained out as quickly as it was added. The well appeared to be dry. 3. The well was dry on 7/17/01. paiaiunnauaJaI M ON N •cr CD CO T T T -- —�� 16 18 0 20 40 60 LEGEND • % Water Content �. • Sample Not Recovered gIt Surface Seal I 2 -Inch O.D. Split Spoon Sample IES Annular Sealant Plastic Limit 1---11--1 Liquid Limit E 3 -inch O.D. Shelby Tube Sample MI Piezometer Screen Natural Water Content MEE Grout Ground Water Level ATD T. Ground Water Level in Well NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols" and definitions. 5. USGS designation Is based on visual- manual classification and selected laboratory Index testing. LOG OF BORING OW-1 October 2001 21 -1- 09383-001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -3 111 ,wr EC '. ,.., .,. .44:.:.:.::::.;..:u i.',..:.::s�:r�7:....:.:iii6l il:: dit q. u:: sM: c:.: :a.:�:.r:.Fir�tv.:.aai1.. SOIL DESCRIPTION Surface Elevation: Approx. 17 Ft. (NAVD 88) — ° n a o- (wdd) did Ground Water Depth (ft) Standard Penetration Resistance (140 lb. weight, 30 -inch drop) • Blows per foot 0 20 40____ 60 : - __ _ � � — ,ASPHALT CONCRETE /— t 11 • 16.5 • • , •. .•'.` ... c •' .c ti • . .... . --. ' '` ' '':•� • abundant ••'.' . c ,• • • r ~'' c �-"� — 2 a 0 p o o �• a. MOW ULH [;* BwpupBuuna 4, 4, % 2 4 8 10 12 14 .... . .. .. . . ......... Medium dense, dark brown to gray, trace to slightly silty, slightly fine gravelly, SAND; moist; massive to faintly bedded, abundant andesite grains; (Ha) SP- SM /SP. •. • Loose, dark brown to dark gray, trace to slightly silty, fine to medium SAND, trace of fine gravel; wet; faintly bedded, andesite grains; (Ha) SP- SM /SP. - fine sandy silt seam at 16.0 feet 1 slightly silty to silty, fine sand from 16.1 to 16.5 feet I • .... ......... ♦ • 16 18 20 BOTTOM OF BORING COMPLETED 04/23/2001 Notes: 1. Boring drilled using an 8 -inch (O.D.) hollow -stem auger. 2. On 5/4/2001, the water level in the well was approximately 9.5 feet. LEGEND 0 20 40 60 • Sample Not Recovered � Surface Seal • % Water Content ELM I 2 -inch O.D. Split Spoon Sample BM Annular Sealant Plastic Limit I —•--I Liquid Limit IL 3 -inch O.D. Shelby Tube Sample SCE Piezometer Screen Natural Water Content EDE Grout .$:t Ground Water Level ATD I Ground Water Level in Well NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion In the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, If Indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of "Symbols" and definitions. 5. USCS designation Is based on visual - manual classification and selected laboratory Index testing. LOG OF BORING OW-2 October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -4 , .115 • te1�:1 %Sb,iil+: Z W QQ • L JU O 0 U) O J F- 0 IL w 2 LL < f!A = I W Z = I-- M O W ~ U O N O I-- W l O Z r) O ~ Z SOIL. DESCRIPTION Surface Elevation: Approx. 16 Ft. (NAVD 88) Depth (ft) Symbol I Samples (Lucid) aid Ground Water Depth (ft) 0 Standard (140 lb. • 20 .. .. • . Penetration Resistance weight, 30 -inch Blows per foot 40 - - - . .... .... drop) 60 _. .... .... - ASPHALT CONCRETE. /-- 0.5 '.:';` 12.5 40 � !. ; .. •• • •. • :` • • • v :'` -. • v . .. • • ':•' : 2 — 3 4 I sI aI 9I io -` ti T I ° o ° SZ 10 .2 a ° 15 20 30 35 40 45 Medium dense to very loose, black to gray- brown, intermixed silty, fine SAND and fine sandy SILT; moist to wet; mottled, scattered to abundant gravel In upper 1 foot, scattered organics, scattered to numerous iron -oxide stains in upper 4 feet; (Hf) SM /ML. • Medium dense to dense, dark gray, trace to slightly silty, fine to medium SAND; wet; massive to bedded, locally trace of coarse sand, scattered to abundant organics, scattered silt lenses; (Ha) SP /SP -SM. • • • • Interbedded, medium dense to dense, dark gray- brown, silty, fine SAND, fine sandy SILT, and clayey SILT; wet; abundant organic fragments; (Ha) SM /ML. CONTINUED NEXT PAGE . .• • ......... LEGEND 0 20 40 60 • Sample Not Recovered • % Water Content a g Ground Water Level ATD I 2 -Inch O.D. Split Spoon Sample Plastic Limit I — • — I Liquid Limit E 3 -inch O.D. Shelby Tube Sample Natural Water Content NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion In the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if Indicated above, Is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols' and definitions. 5. USCS designation Is based on visual - manual classification and selected laboratory index testing. LOG OF BORING B -2 October 2001 21 -1 -09383 -001 —� SHANNON & WILSON, INC. Geolechnical and Environmental Consultants FIG, A -5 Sheet 1 of 3 r.1 Cji t LAI cr SOIL DESCRIPTION Surface Elevation: Approx. 16 Ft. (NAVD 88) Depth (ft) 1 ' iogwAs 1 Samples (wdd) aid Ground Water Depth (ft) Standard Penetration Resistance (140 lb. weight, 30 -inch drop) A Blows per foot 0 20 40 60 53.0 63.0 88.0 93.0 • ti : • • A: ... :• • •: • .• • • • ;` :. .. Y : ; ' • •' .ti --�,: • •` '• : ;. ,.. 12 1 3 1 4 15 16 17 1eI 19I 2o 21 I I 60 65 j � 75 80 85 90 95 . Medium dense to loose, dark gray, silty, fine SAND and fine sandy SILT wet; faintly bedded, scattered silt seams, cohesionless; (Ha) SM /ML. • • • • .... .. • • .. • . . . • Very soft, dark gray, clayey SILT, trace of fine sand; wet; faintly bedded, slightly fine sandy at top, scattered shell fragments at bottom; (HI) ML. - scattered light gray, clayey silt seams (ash) between 70.0 and 71.5 feet - 4- inch -thick seam of light gray, silty clay at 80.0 feet - 2- inch -thick seam of light gray, silty clay (ash) at 81.1 feet • • A • • ♦ I • Very loose, gray, silty, fine SAND, trace of medium sand; wet; bedded with bioturbation, abundant shell fragments, scattered silt seams; (He) \SM. /- • Dense, gray, silty SAND, trace of fine gravel; wet; massive, abundant shell fragments; (He) SM. CONTINUED NEXT PAGE • LEGEND 0 20 40 60 • Sample Not Recovered • • % Water Content Ground Water Level ATD I 2-Inch O.D. Split Spoon Sample Plastic Limit F Liquid Limit II 3 -inch O.D. Shelby Tube Sample Natural Water Content NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols' and definitions. 5. USCS designation is based on visual- manual classification and selected laboratory index testing. LOG OF BORING B -2 October 2001 21 - 1 - 09383 - 001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -5 Sheet 2 of 3 iW NI SOiL DESCRIPTION Surface Elevation: Approx. 16 Ft. (NAVD 88) Depth (ft) I Symbol j Samples (wdd) Old Ground Water Depth (ft) Standard (140 lb. • 0 20 . Penetration Resistance weight, 30 -inch Blows per foot 40 i drop) 60 grades to silty, sandy gravel at 101.2 j � feet / 101.5 22 105 110 115 120 125 130 135 140 145 BOTTOM OF BORING COMPLETED ON 04/25/2001 NOTES: 1. No observation well was installed. Boring was backfilled with bentonite chips. 2. Boring drilled to 17 feet with 8 -inch (O.D.) hollow -stem auger, and then mud rotary (3 7/8 -inch tricone bit) to the bottom of the boring. LEGEND Ground Water Level ATD between soil types, for a proper understanding of specified and may vary. and selected 0 20 40 • % Water Content Plastic Limit 1--• —I Liquid Limit Natural Water Content 60 Sample Not Recovered .7 I 2•inch 0.0, Split Spoon Sample IL 3-Inch 0.0. Shelby Tube Sample i NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries and the transition may be gradual. 2. The discussion In the text of this report is necessary the nature of the subsurface materials. 3. Groundwater level, if Indicated above, is for the date 4. Refer to KEY for explanation of 'Symbols" and definitions. 5. USCS designation is based on visual•manual classification laboratory index testing. LOG OF BORING B -2 October 2001 21.1 -09383 -001 SHANNON & WILSON, INC. Geolechnical and Environmental Consultants FIG. A -5 Sheet 3 of 3 1 4 ,4 z m S��Xk Surface Elevation: Appmx.17 Ft. (NAVDB8) ) . � � (wdd) Did Ground Water Depth (ft) •... Standard Penet�dionResistance (140 lb. weight, 30'|nnh drop) A Blows per Foot n 20 40 60 ----_-_ Concrete. O 2 " 5 3 1- o v o � During Drilling 11 8 J J 1 J 8 A N O co Q) A N Verydenoe.brown.aihy.graveh GAND;n�ob�|monoiva(boaonourna)| (HI) SM. � � / �m� � � � . . . . . . . . Medium denoe, dark brown, silty, fine to medium SAND, trace of fine gravel; moist; massive, scattered silt o|ooto. scattered organics; (Ha) SM. / • L0000, dark brown, sandy SILT; moist to wet; massive, decreasing sand toward bottom, scattered organics; (Ha) ML. BOTTOM OF BORING COMPLETED 04/26/2001 Note: Boring drilled using 8-inch O.D. hollow-stem auger. LEGEND V 20 40 60 • • % Water Content Sample Not Recovered Z, Ground Water Level ATD i 2-Inch O.D. Split Spon Sample Plastic Limit I--0 Liquid Limit Z[ 3-inch CD. Shelby Tube Sample Natural Water Content 110.I1,5 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above, is for the date specified and may vary. 4. Refer to KEY for explanation of 'Symbols and definitions. o.Vaoo designation is based on visual.manual classification and selected w .""p."�mnvxmmmg. Museum of Flight Expansion Tukwi|a, Washington LOG OF BORING B~3 October 2001 21'1'09383'001 SHANNON & WILSON, INC. eou/�onmuunusnmmomoom/ovnm'/mmo FIG. �~� ^ "~°^ "` ~ ww t-A ^m . 41 e ^ �-� ~. �-~ n. ' . 0 co 0 CO al LLI @� m- L u 0 z 0 uj �- D- o I- tu Li. ^��. SOIL DESCRIPTION Surface Elevation: Approx. 16 Ft. (NAVD 88) I (u) g3dea Symbol I Samples (wdd) Old Ground W ater Depth (ft) ,..~~~����~ Standard Penetration Resistance (140 lb. weight, 30'|nch drop) • Blows per foot 20 40 -`Anphm|L /— ( 4 -- 2 -- o 0 0 No water encountered 1 J En' � � � � � � n� � � � __'_GQ � � . . . Very dense, brown, silty, sandy GRAVEL; moist; massive; (HO GGM. M edium dense to loose, brown, slightly silty, fine SAND; moist; massive, salt and pepper appearance; (Ha) SP-SM. BOTTOM OFBOR|N{S COMPLETED 4/26/2001 Note: Boring drilled using 8-inch O.D. hollow-stem auger. • D 20 40 60 LEGEND • • �� Wa�rOn�a� Sample Not Recovered 3Z Ground Water Level ATD ][ eincho.o.Split Spoon Sample Plastic Limit Liquid Limit IC u'mm`o.u. Shelby Tube Sample Natural Water Content NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 2. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 3. Groundwater level, if indicated above mm,m��m�vpeomnounu�u»vo� ' ' 4. Refer to KEY for explanation of Symbols and definitions. designation " 5. aoo based ." laboratory index testing. LOG OF BORING B~4 October 2001 21'1'09383'001 SHANNON & WIL INC. GeolechnIcal and Environmental Consultants FIG. A-7 "= . ..~ ~AS CD EC -J , ~ ~ SOIL DESCRIPTION m CU c co r m ( (Lucid) Old Ground Water Depth (ft) Standard P Penetration Resistance drop) 60 —,Asphalt concrete. --- 0 0.3 i 0 0 No water encountered at A hl O at O A !J Medium dense, brown and orange mottled, slightly clayey, silty, sandy i ' • . Medium dense, dark gray, slightly silty, fine to medium SAND; moist; massive, abundant black and white grains; (Hf) 3 BOTTOM OF BORING COMPLETED 4/26/2001 Note: Boring drilled using 8 -inch O.D. hollow -stem auger. LEGEND Ground Water Level ATD 0 20 40 6 60 • Sample Not Recovered • f 11 COI fug SOIL DESCRIPTION Surface Elevation: Approx. 17 Ft. (NAVD 88) Depth (ft) I logwAs seidwes (wdd) Old Ground Water Depth (ft) ANIMIIMENIONW Standard Penetration Resistance (140 lb. weight, 30-inch drop) • Blows per foot 20 40 60 —,Asphalt concrete. - 0.3 0.6 4.8 Tr 1 2 3 o 0 0 No water encountered 1 i Eo 47 A N O Co Co A Ill '' . "\ Medium dense, brown, silly, sandy r \GRAVEL; moist; (Hf) GM. .. ....,.. Medium dense, dark gray, trace to slightly silty, fine to medium SAND; moist; massive to bedded; (Ha) SP/SP-SM. • . 11. .... BOTTOM OF BORING COMPLETED 4/26/2001 Note: Boring drilled using 8-inch O.D. hollow-stem auger. — LEG ND Ground Water Level ATD between soil types, for a proper understanding of specified and may vary. and selected 0 20 40 • % Water Content Plastic Limit F-10-1 Liquid Limit Natural Water Content 60 " Sample Not Recovered I 2-inch O.D. Split Spoon Sample IC 3-Inch O.D. Shelby Tube Sample NOTES Museum of Flight Expansion Tukwila, Washington 1. The stratification lines represent the approximate boundaries and the transition may be gradual. 2. The discussion in the text of this report Is necessary the nature of the subsurface materials. 3. Groundwater level, if indicated above, Is for the date 4. Refer to KEY for explanation of 'Symbols and definitions. 5. USCS designation Is based on visual-manual classification laboratory Index testing. LOG OF BORING B-6 October 2001 21-1-09383-001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A-9 4- • .1 ESTIMATED SOIL PROFILE Surface Elevation: Approx. 18.0 ft 14, II :: Predrilled - NO DATA 2.5 5 e 5 10 15 25 27'5 30.5 30 35 40 45 50 53.5 56 60 C,. C.1 IO 0 V in in 0 in OW VI en GI 0 en 1.3 cn Depth (ft) I CORRECTED 0 100 CONE (tons /square 200 BEARING, loot) 300 q, 400 FRICTION R, 0 RATIO ( %) 3 6 PORE PRESSURE u (tsf) 0 4 8 SZ SHEAR 0 VELOCITY V, (ft/sec) 600 _ 1200 _ %% �� '0I %% • : •••• : PCILUAS • • • • • • • • • • • • • • • • • • • • • • • . . , . ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Strength 0 t; `` ___ .. , -- ;+', - -- -_.. __...- _.._ —_ ± - .._._____.___... Shear (tsf) 2 csi I I ■ i 1 : , ! 1 I i i i 1 i I I I f • i 1 ; 4. i I I • 1 [ * CO ...... I i i i i ! I ■ I . I 4 : i 1 ni ..=.• ..- - i i . ... i Uncorr. N -value (blows/foot) 0 30 60 —___ — __.__.__...._...._. xxxxx —___— " -- - r � ,. • • . ..._. — ., • I __ ______ Medium dense to dense, silty SAND, Solt to medium still, clayey SILT to silty CLAY with zones of sand SILT. Medium dense to dense SAND. ` �%.._.._._ .__.........._..._..__._... ..._ +...__........._._.._._._ • _.....:,. . ... .__ f + . ; • _. . • ' . ` .. 1 .__.._. ; . , . - • • •I• . ... + • } ! ' :+ —____ -- - � - .'"_______. -- - -._._ _ ._..___.. _•_ _..—.._..._... _._. _ _.__ ...._..__..._ ___ —___. __._.._- I_______.— . ..__.._.___._... 1 ____ ..._.__._ __....._._.._..... -. _.._....._..._......_.._.. - . _____ __.___ Medium dense SAND to silty SAND. Medium dense to dense SAND. - -- .___ - _ — ___ .x K _.— , __— _._ - - -_. } Loose to medium dense SAND to silty SAND /sandy SILT with scattered clayey zones. - .--r."-- I + NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: atmertv Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -1 October 2001 21 -1 -09383 -001 FIG. A-10 I Sheet 1 of 2 Friction Angle Dglu &Mitchell Uncorrected N-Value (N60) Robertson ertson & Campanella Undrained Shear Strength qc - av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3, Log of probe is based on plezocone probe data provided by Northwest Cone Exploration. 4, The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth Is also shown above (dashed line). SI"IANN & WILSON, INC. FIG. A -10 Sheet 1 of 2 CPT_SEISMICi 21.09383.GPJ SHAN_WILGDT 10/9/01 Z W L QQ L � J O 0 N D CO !Li J = H W Q Q I W Z S F— Z LU • W U � Q ( L ) t F W W tL Q LU U = Q 1- Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 18.0 ft .s II :: Depth (ft) CORRECTED CONE BEARING, q, (tons/square foot) 0 100 200 300 400 FRICTION RATIO R, ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 8 SHEAR VELOCITY V, (ft/sec) 0 600 1200 I I o9 uiA S ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N•value (blows/foot) 0 30 60 66.0 70 75 85 89.7 s 92.1 95 100 105 110 115 120 125 � I .�.1 •- - - _ M X _ - - - -- .. _. . • : -- - • , • r; , ';, Soft to medium stiff, clayey SILT with sandy silt zones. 1 -- K __.........__.._._.._....._..._ _._.___..___._- __ _ -- -_ ....._....._..........._._.....____-_._.... h- — ..._....._...._......_......._.....__._.._.. .- _............._._._..- -t -- — _ .......... _...........___...._....._..._. ._._... ------ . - - ..._...._.._..._.__. _ __ —_ �__� _ _� __. _.__.__......_..._....._..__. _.___.. -. _______ _...._ _..___._..._..—_.._-.___..._._...____._____.. .__.._. ___.__ .____.. _._. ... ....... ... .._...__ __...._ ..............._.- ...._.........._..._....____.__ ..__.__._ _---..._........._._..._.._... ...__... _._ -- .._._.......__.._...._ — — ___._� ....__ -•_..._..._..._._ ....___.__..._._._._...__...___ — _ .....__. Medium dense to dense SAND _to gravelly SAND. -- _..__.__..____.._... _._. _..__._.__ ..__ _.__..- ._--•--._..__.__..__________ .___-- - -_ -_. BOTTOM OF PROBE COMPLETED04.23-2001 - — _..___ _ - -* — _____ ______ ______ ..... - .____- __. .- -- -.__w - ._.- ___._.__ ... _______ ..__..._. _______ _.._-._._- .._ ._-. - - -- - -- - -_ —_ _.�_ _ —__ -- -.__._...- _- __..._.. ----------- - .--- . - __ — -- NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: Property Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -1 October 2001 21 - 09383 - 001 FIG. A -10 Sheet 2 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength oc - a v where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe Is based on piezocone probe data provided by Northwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. Geotechnical and Environmontal Consultants - FIG. A -10 Sheet 2 of 2 CPT_SEISMIC1 21.09383.GPJ SHAN WIL.GDT 10/9/01 ESTIMATED SOIL PROFILE Surface Elevation: Approx. 16.0 ft (NAVD 88) Depth (ft) CORRECTED CONE BEARING, qt (tons per square foot) o 100 200 300 400 FRICTION RATIO RI ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 8 logwAs ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Strength 0 Shear (tsf) 2 Uncorr. N -value (blows/foot) 0 30 60 Predrilled - NO DATA 1.5 3.0 5 12.0 26.5 30 33.5 40 50 55 5e.5 61.5 63.0 .. r —•-�— _._..._........._..._......... f 1 I _ _ .. ...................... to. ♦f ♦ . 4. . _._........_.._...... . `• , • `' „ ....... , i 1 4, r . { ,• 1•' r V. • • • t i . f .. i • , • • . : -.• _....._._ . ......................._....... •' r ' I _....._.._...._. r t. ......_._...._._._.... Medium dense to very dense, SAND to silty SAND with gravelly zones ; "; • • ; Loose to dense, interlayered, SAND and silty SAND. �— r l Medium dense to dense SAND. ;. : ,. '' I 1 ��' _ _ _ — Loose to medium dense, silty SAND; scattered seams of soft to stiff, clayey silt. __ — — Loose to medium dense, SAND to silty SAND with scattered sandy silt layers. ` .'. •'r' f ._._._..._..._......_ _ _ .._. _..._..._ .. I I __ _.._ ..._...__..._......._.. Loose to medium dense, sandy SILT /silty SAND to clayey SILT. Medium dense SAND, .. /�. .iii Very loose to loose, sandy SILT to clayey SILT. 7 Y Y Y NOTES: 1. The stratification fines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: Property Me111110 Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -2 October 2001 21-1-09383-001 FIG. A -11 1 Sheet 1 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength qc • av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe Is based on plezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth Is also shown above (dashed line). SHANNON & WILSON, INC. Geotechnlcal and Environmental Consultants FIG. A -11 Sheet 1 of 2 CPT_MAIN1 21.09383.GPJ SHAN WIL.GDT 10/9/01 f .. Z W a C L t0 o ui J = I•— tf1 u.l 2 u_ d th 3 Z I W • O • W � 0 512 O Q f- W ` W I" W Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 16.0 ft (NAVD 88) pp ( ) 64.7 67.0 75 80 es5 90 93.0 96'0 100 105 110 115 120 125 io m m m rn m Ql 4] 50 0 V A O O (fl in O v Depth (ft) (� O co co (J1 0 N O ( O N O fT O CORRECTED 100 CONE (tons per square 200 BEARING, foot) 300 qt 400 FRICTION RI 0 RATIO ( %) 3 6.0 PORE PRESSURE u (tsf) I 4 8 ESTIMATED SOIL PROPERTIES Friction (degrees) 0 30 Angle 60 Undrained Strength 0 Shear (tsf) 1 2 Uncorr. (blows/foot) 0 30 N -value 60 O to m - Loose to medium dense SAND to silty SAND. Very soft to medium stiff, clayey SILT. - .L9�'e�medluNSlena@,siiiXSA(D` _ — _ • •i %%' sip i.�ii 1 ` x + + • '�' c ` • Medium dense to dense SAND to gravelly SAND. � • p�; •; ;, BOTTOM OF PROBE COMPLETED 04-24-2001 __________ ...._.....__.... _.____._..__ _..___..___._..__ ______ __._...._. __._......_....._..__...-.__ ..___.__......___......._... ___.._.___.___..__._......._.._..__.._...._...._. _._......_. ._......_._.._..._........_._.. ____ . ............__._......._..._... _._......._..._...__...___..... .._.__......__.... -_ __.__.....____.. ._ -__ _.__..._....__._...__ _— _- .__..._____._.._ __._..._. ._._..__._..__.........___.._.. _.- ._._...__..— _.......__..._. ..____ ....._...__......_._..__. ._...-__.._.___..--,—..___..__._.. _. - ...__—__..._-.-.._..-__...._.. _..._._..._._._.......__----- _ _. ._.._ _-._.__...__..... .___- _._..._.- �___ _.___..__... __.___._..- ......_._._..__._.__ .__......__.__......_....__.... .- ..____._._..... ._.____ _.._..__.__._._....._..__ ..__.__..._._....... .___. __....__._.___...__...._ — .___......_..._.._._...__.._.__ ____.....__..._...._.._.. -_._ ____.._....__._.__..__... ._....____ ......_.._.._._.._._......._.._ ..... ...........__._._.._...... _......_._..._..__. -.. -.... NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: pro e�rtv_ Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -2 October 2001 21 - 09383 - 001 FIG. A -11 1 Sheet 2 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength qc - ay where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe is based on plezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -11 Sheet 2 of 2 CPT_MAINI 21-09383.GPJ SHAN_WIL.GD1 10/9/01 N+M z .f— z • W -J O 0 N 0 W W H U) W W O 2 u_ -J = a � Z � I 0 Z !— W • O O ▪ - W F- lit Z U = 0 Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 18.0 It (111AVD RR) Depth (ft) CORRECTED CONE BEARING, q, (tons /square foot) 0 100 200 300 400 FRICTION R, ( 0 RATIO %) 3 6 PORE PRESSURE u (tsf) 0 4 8 SHEAR VELOCITY V, (ft/sec) 0 600 1200 I !aquas ESTIMATED SOIL PROPERTIES Friction Anglo (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N -value (blows/foot) 0 30 60 Predrilled - NO DATA 7 ' 0 10 130 15 20 27.0 32.7 35 50 52.0 55 -- *: • :. T :•.. . ... - - - - -- Loose to medium dense, silty SAND to sandy SILT with scattered clayey zones. _ _._,_.___,__•__- + - - - - -- — ,.�,_. __ ________ ` E Medium dense to dense SAND with scattered silty sand zones. _ ,, '4 . . . .' 4., 1• . . i •* . .: , . :„. 1 • 1 •. 1,_ ..,.v:.,.• 4. i - • r, I 7 ; i l• .-.• — 1 ;.A. .., . :• 1 I 1` •• • i . • • ._ ....1..:. I I t . • ." I - 1 • *. 1: ••• - I • . 1 • - , H 0 I t .....__. -_.__. _._ ._.._�___� ___..___ Itill __._._._._ ._ _____.__ ____ __.... ___._....._...... I ...__._.. ._._.._.._..___.._..._....._... I ____.___.__........._. --- — Loose to medium dense, silty SAND. _._. _...... ......._. .._ .__......_.__- Medium dense to dense SAND. I i I I 1 • i " 75 ' . x: ' .: . = . . • _._ L I — Loose to medium dense SAND to silty SAND /sandy SILT with scattered zones of clayey slit. NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: property Method Durgunoglu & Mitchell Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -3 October 2001 21 - 1. 09383 - 001 FIG. A-12 I Sheet 1 of 2 Friction Angle Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength ac • av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe is based on plezocone probe data provided by Northwest Cone Exploration. 4. The pore pressure was pleasured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. '1 Geolochnical and Environmental Consultants FIG. A -12 Sheet 1 of 2 CPT_ SEISMICi 21.09383.0PJ SHAN WIL.GDT 10/9/01 Z W —1 U 0 0 co o Lu J = t— lL WO r I i—W Z � W W U 0- 0t-- WW H0 LO O~ z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 18.0 ft (NAVD RR) 70 73'e 75 78'0 80 83.0 85 90 90 92.2 gs 9e.0 100 102.0 105 108.8 110 115 120 125 •-• CO CO CO CO ■I .N1 CO p CO C.) CD us b in CO Depth (ft) 1 T) CD CD CO CO tn 0 CO cn CORRECTED 0 100 CONE (tons/square 200 BEARING, foot) 300 q, 400 FRICTION R, 0 RATIO ( %) 3 6 PORE PRESSURE u (tsf) 0 I I 4 8 SHEAR V. (ft/sec) 0 ... ._.___ .____..._...__..._......- ...._.._....__...__...._...._._ VELOCITY 600 ____ ............. 1200 ..._.. - .. . ~. X • • .. . - - • t lociwAs ESTIMATED SOIL PROPERTIES Friction (degrees) 0 30 – — Angle 60 M I - - - -- Undralned Strength 0 -. - ...! c; 1 ! 1 Shear (ts1) 1 2 Uncorr. (blows/foot) 0 30 N -value 60 Sse.s I 1 Soft, silty CLAY to CLAY. -- —_ _ ....._._.._.._......__. —__— _...- -- ._._.... —__ I -- ------ ____..__..... _.__.....__._ -- .— ._ ----- x x xx —__.__ _._ _.._._..__... —_.—� ------ _ —_- -- • ----- — __ _ ...___.___. ___ __ __ t■ to' • •••.• ! _ I Soft to medium stiff, clayey SILT. 1 -- ___ ._ _ .___........_._......... Loose to medium dense SAND Ito silty SAND /sandy SILT. /,_ _ .� -�--- -` _. -. .._....__.._......_......_._.._ .............__............. _ "�' ....._._ _ . - - - - -- '-- ___._ ___...._______..__. _.._.. —_... ... _.__.__.__... .... _ . - ...._ ___...-.__.._.. .__.....__......__._..,...._._. ......_......_.... 1 . _.. 1 Soft to medium stiff CLAY to clayeySILT. Medium dense SAND. Medium dense to dense SAND to gravelly SAND (shell fragments ?). -._ -_— . —, - -`. — — .-- _— _._____— Ir 1 1 i I ; 1 I I i r I ; I I ! I 1 I I BOTTOM OF PROBE COMPLETED 04-23-2001 -- __ _.— — _ —_ - -- - - -- -- --- --- -..— -- — --------- ----- _..-- __-- .. - - . - — NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5,0). The method used for estimating the properties listed above are: Property Method Museum of Flight Expansion Tukwila, Washington LOG OF PROC3E CPT -3 October 2001 21 - 09383 - 001 FIG. A-12 I Sheet 2 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N-Value (N80) Robertson & Campanella Undralned Shear Strength QC - ay where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe is based on plezocone probe data provided by Northwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth Is also shown above (dashed line). SHANNON & WILSON, INC. Goolechnlcal and En Consultants FIG. A -12 Sheet 2 of 2 CPT SEISMICl21- 09383.GPJ SHAN_WIL.GDT 10 /9 /01 Z ~ W IY L 6 v f W C.) 0 0 W • = U_ W 0 CC l. Q N = a ▪ W Z = Z L • W O O • N O I— WW I -- - L Z O - O ~ Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 17.0 ft (NAVD 88) Depth (ft) CORRECTED CONE BEARING, t (tons per square foot) 0 100 200 300 400 FRICTION RATIO Rt ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 e Symbol ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 60 0 Undrained Shear 0 Strength (tsf) 2 Uncorr. N -value 0 (blows/foot) oot) 60 Predriiled - NO DATA 1.5 10 12.0 15 20 25 30 35 40.5 40 43.0 45 63.0 SL - - -- -- ..____._- _______ _ -- - - -- _-.__- - -- ------- - --- -- .— .— _.-- --- • 'I — __ — . .__._ __ -- --- - - - - -- ---- -_ —... + ` + i% i _y., -.- 1 ,, r • . .. .` t , .. _ -- • .- ••i . ' • • Dense to very dense SAND to oravelly SAND. . 0• • Medium dense SAND. Medium dense SAND to silty SAND with scattered sandy silt zones. I r- --- - - i. •cl I I _. ...._........_..._..._....._.._ I -_ —� .__... _._.. _ _ — - - - -- 1 I I i I I i I I i I I , ! , 1 i Medium dense SAND. • • — -- ----- _._.._____......_ ____ ....._.._.._....__._ ..__.._ .................._... Loose to medium dense, silty SAND to sandy .— SILT. . . �~T • Medium dense SAND to silty SAND with scattered loose sandy silt/clayey silt/clayey slit layers. .....__.___..__._. Soft to medium stiff, clayey SILT. NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be grads al. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: Property Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -4 October 2001 21 FIG. A-13 I Sheet 1 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength qc - av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe Is based on piezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. Geolechnical and Environmental Consultants FIG. A -13 Sheet 1 of 2 CPT_MAIN1 21.09383.GPJ SHAN_WIL.GDT 10/9/01 tiu<a t.tanVWr„nthsiars Z ~ W fY L JU O 0 co w J = F- U) LU w0 lL — d = W ll— _ Z � ZF- LU • W U � � _ CI W I W W 0 Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 17.0 ft (NAVD 88) Depth (ft) CORRECTED CONE BEARING, qt (tons per square foot) 0 100 200 300 400 FRICTION RATIO Rf ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 8 Symbol ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N -value (blows/foot) 0 30 60 72'5 75 5 90.0 90 02.0 95 97.0 99.7 100 102.1 105 110 115 125 1 • • , . j � / Soft CLAY to silty CLAY. c 1 1 .— 1 I . - ". - i Loose to medium dense, silty SAND. Soft to medium stiff, clayey SILT to sandy SILT. . -.._____ — _. _. =— �^ ___ _.._.__ --_ • ; Loose to medium dense SAND. •. Medium dense to dense SAND to gravelly SAND - -__(hjfr gments7). -- . — r _..._._.....___...___......_.__ __..._....._...____..._...._ - BOTTOM OF PROBE COMPLETED 04-27-2001 _ ._.____. _—...__._..._._._._.......__._.........._..__....._ ....__......- .._....-_.__ —__._ --- .._._.....__...._.._..........___..__.____..____.. — .._.._._..__._._._ ....____....._....._....._.._...._._._._........_....._.__ NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: property Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -4 October 2001 21 - 09383 - 001 Durgunoglu & Mitchell FIG. A -13 I Sheet 2 of 2 Friction Angle Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength 2. av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe is based on piezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. Gootechnlcal and Environmental Consultants FIG. A -13 Sheet 2 of 2 4 CPT_MAINI 21.09383.GPJ SHAN_WIL.GDT 10/9/01 Z Z ~ W 6 ,J U 00 LLI W 0 2 q LL Q I � Z s 1— 0 Z 1— W W U � • to o l- W W W lij U = 0 Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 16.0 ft (NAVD 11lu. 1 Depth (ft) CORRECTED CONE BEARING, q, (tons /square foot) 0 100 200 300 400 FRICTION RATIO R, ( %) 0 3 6 P O� RE PRESSURE u (tsf) 0 4 8 SHEAR VELOCITY V, (ft/sec) 0 600 1200 I Imo'+ .iS ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N -value (blows/foot) 0 30 60 Predrilled - NO DATA d.a 5^� 10 1 5 15.5 19.2 20 35.5 35._ 40 41.0 43.5 45 48.5 50 55 55 60.0 BO —��. pp •GG " ti :;;,: •' r _._..._...._....... :: • • ; - ..� X i. r+ ___ i — Very loose, sensitive or organic oils. "� Meddens, silty . LAY /layey r I x " x N ► ` + • — ±` ` — +t ` a+ `. I ..j , __.._.._.. -... ` — — — dens/ Medium dense SAND to silty S AND ! I .: ' ` • r• I \ I • i ' • I: , V 1 .• ;; __.... __ •:•,•' ■ ti' , ' • •y , � � Loose to medium dense, silty SAND /sandy SILT. r ` ••.— ■[ _ .. _ —..._...__...__....._.__.._.._.__ ^ I SI i _.. ..............__....... - - ..........._................_.. --- — — _ — { I ..._. — __— Medium dense to dense SAND. _...._ ' Interlayered, loose to medium dense SAND, silty SAND /sandy SIL with scattered clayey silt zones. mi- ` ' x _ _ _ --_ _— +� , C • . � ' • _. _..__....i; :- •.- • • . +'I �. -- .-- .,._...__._ .•• �_ • �; •. i • f• :._._-- .- - -_._: — ---- Soft to medium stiff, clayey SILT. - �— Medium dense SAND to silty Interlayered, loose to medium dense, silty SAND /sandy SILT and soft to stiff, clayey SILT. �- MN — _ _ Very soft to stiff, clayey SILT with scattered sandy zones. • J NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: &goertv Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -5 October 2001 21 - 09383 - 001 FIG. A -14 I Sheet 1 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength CIO - ay where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe Is based on plezocone probe data provided by Northwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth Is also shown above (dashed line). SHANNON & WtLSON, INC. Geotechnical and Environmental Consultant FIG. A -14 Sheet 1 of 2 CPT_SEISMICi 21.09383.GPJ SHAN 10/9/01 • z :. W I L J O 0 U U W= Ji N W W 0 2 g c _ 1- III Z = H W • O • W O � � _ O H W W H • 0 W U= O 1- Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 18.0 It (NAVb RR1 Depth (ft) CORRECTED CONE BEARING, q, (tons /square foot) 100 200 300 400 FRICTION RATIO R, ( %) 0 3 6 PORE PRESSURE u (tsl) 0 4 8 SHEAR VELOCITY V, (it/sec) 0 600 1200 logws ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N -value (blows/foot) 0 30 60 75 80 87.0 90.0 ::_ 93.7 95 100 105 110 115 120 125 0 I I L G'• : - �. _ -- _ —_ - -- -- - -- r -- ---___ - -- .. _._._._._ - —. I , —_.._. "') _.._._....___. __ ._....._.- __.._._..__.__.._.. :‘ •• '• '. _.- .__._._.._ _______ -- .--- ___._.._._...._..__._. ___ .__�____ ____._..._.__... _.__ _._._._._.__...____.._. _._.._...___.._.... T- I _._.____.. .- _..._......_.__.__....____._. .._ ____.__._.._...._ _..._.._._......____ __.._.._. sium dense SAND il. Medium dense to dense SAND to gravelly SAND (shell -, fragments?). .--- — ___._� _.___. ._....._.._...._.__.__.._..__._ BOTTOMOF PROBE COMPLETED 04-24-2001 ----- — _ —_ - - --- ____ - - --- - - —_ A__..__. — ___ - _____ ______ ..._______ __...-_.._. ______ ___.__ ____-. __.. _____.___ . —. ____.____ NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may he gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: properly Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -5 October 2001 21 - 1 - 09383 - 001 FIG. A -14 1 Sheet 2 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N -Value (N60) Robertson & Campanella Undrained Shear Strength crc - o v where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe is based on piezocone probe data provided by Northwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth Is also shown above (dashed line). SHANNON & WILSON, INC. Geolochnical and Environmental Consullant:r FIG. A -14 Sheet 2012 CPT SEISMICI 21_09363.GPJ SHAN WIL.GOT 10/9/01 z ~ W Ir k _J C.) 00 CO 0 W -I 1-- 1) IL W 0 r u_ w d = W _ z � ZF- W ul U Q 0- O I-- z I— � • o .. 0 z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 17.0 ft (NAVD 88) Depth (ft) CORRECTED CONE BEARING, qt (tons per square foot) 0 100 200 300 400 FRICTION RATIO Rf ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 8 Io4S a ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 1 2 Uncorr. N•value (blows/foot) 0 30 60 Predrilted - NO DATA 1.5 5 13.5 15 16.0 20 22.0 25 29.0 30 35.5 35 46.0 49 0 50 52.0 55 57.6 60 622 ..___....__...._....._...._ - _ - _... — �. __ I 1 Q - - _, 5... -.- « = 4 « ,4 ; ........... . ................_._..... _ . - ..__ -.._ 1 .._... ...... .... e I Medium dense to dense SAND. ... Medium dense, silty SAND. nil • ,4 .... : ?__J -- - - -._- _._._- _ _ 4 # r s : i i, ti `'•.... Loose to medium dense, silty SAND. I Soft to medium stiff CLAY to silty CLAY. j 4 Loose to medium dense SAND. 1 I I _.._...__.. I __..._..._..._......_._... I I eSI . - • I I • • • * « Ir lI ._._. • • •• :• • •' . • • I • ..1- ' • , • �. ......_q_._._._....._.._...... • • i '•. • •• • •• ,..'. ._....._. ,• •' 1 1 i • ;, ' _...._....__.__..._.. Loose to medium dense, silty SAND /sandy SILT with scattered clayey zones. .__......___.__ ..._,..__...._ -___ ._____..__._._.._..._._. ___..._ .........._............._ ._._..__ .............._.__. Medium dense SAND. Very loose to medium dense, sandy SILT /silty SAND with cia e silt zones. Medium dense SAND. Very loose to medium dense, silty SAND /sandy SILT with scattered clayey zones. Soft to stiff, clayey SILT to sandy SILT. NOTES: 1. The stratification lines represent the approximate boundaries between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: Property Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -6 October 2001 21 - 09383.001 FIG. A -15 I Sheet 1 of 2 Friction Angle Durgunoglu & Mitchell Uncorrected N•Value (N60) Robertson & Campanella Undrained Shear Strength qc • av where: qc = Measured Cone Bearing Nk Nk = 12.5 o v = Total Overburden Stress 3. Log of probe is based on piezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line), SHANNON & WILSON, INC. Geotochnical and Environmental Consultants FIG. A'15 Sheet 1 of 2 CPT_MAIN1 21.09383.GPJ SHAN_WIL.GDT 10/9/01 Z • W 6 U O 0 to w J Z F- w 2 LL B _ ° Z o i ij U� co O I— LU u j W Z U= 0 Z ESTIMATED SOIL PROFILE Surface Elevation: Approx. 17.0 ft (NAVD 88) pP ( ) Depth (ft) 1 CORRECTED CONE BEARING, qt (tons per square foot) 0 ioo 200 300 400 FRICTION RATIO Rf ( %) 0 3 6 PORE PRESSURE u (tsf) 0 4 8 powAs ESTIMATED SOIL PROPERTIES Friction Angle (degrees) 0 30 60 Undrained Shear Strength (tsf) 0 2 Uncorr. N -value (blows/loot) 0 30 60 70 71'0 75 80 85 ea.s 90 94.7 95 100 102.0 105 110.0 110 115.0 115 117.7 120 125 __ , ..... ._.._ _ _ _ _ 1. ....... _...._.._..........__.._._... : 1 ; 1 1 I — — ---- V ------ I t o L• , -- Soft CLAY to silty CLAY. / 1 1 I _ - - -_ -- _ —_ ___ _____. I Sole to medium stile, clayey SILT. 1---,--..._ Medium dense SAND. I I I —___ ° -- - - - --- — .._._.. _ • __— i7 . I i •'� • •. • •, , ' •' • • Medium dense to dense SAND to gravelly SAND (shell fragments ?). • • '`� - — — — ..__.. • ...........................__.__.__.. I I ..._.._._..__- __....._.____.... .6.:.: '••�" p• • ^• .,__....._...._............. _. _.____-....._ _............._.._..._...._._.. _.... .._.._...._..._.._.._.... ..................._....._...._ _..,....._...._..._.___..._......._.._.. 1.. .. .___..._....._..._...______.... .,_........._._. __.........__ I' : ` • • •• .. .. ......... ......_._ .c-,--- J ___..__..__.... _____._____._.___.._....__..._. ._............_.......__...._._ Medium stiff to stiff, clayey SILT to sandy SILT. _..._...._.... ....._.. Medium dense to dense SAND to gravelly SAND hell fre me 1 ( gam' .__.._.. -- -___ __.._._....... _.___..__.__.__..._..._.__..__,..._..._.,.__._.__._..__.. _..........._....._.... BOTTOM OF PROBE COMPLETED04.27-2001 NOTES: 1. The stratification lines represent the approximate bounder es between soil types; the transition may be gradual. 2. The estimated soil properties are based on analyses performed using the computer program CPTINT (Version 5.0). The method used for estimating the properties listed above are: Prooeby Method Museum of Flight Expansion Tukwila, Washington LOG OF PROBE CPT -6 October 2001 21 - 09383 - 001 FIG. A-15 I Sheet 2 of 2 Friction Durguonglu Mitchell e Uncorrected cted N-Value (N60) Robertson &Campanpanella Undrained Shear Strength qc • av where: qc = Measured Cone Bearing Nk Nk = 12.5 a v = Total Overburden Stress 3. Log of probe Is based on piezocone probe data provided by Northwest ConeNorthwest Cone Exploration. 4. The pore pressure was measured behind the tip of the penetrometer. Hydrostatic pore pressure based on the estimated groundwater depth is also shown above (dashed line). SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. A -15 Sheet 2 of 2 ...�.• 4 ,.a .':u:.A •- iww'•.� CPT_MAIN1 21-09383.GPJ SHAN_WIL.GDT 10/9/01 Z ~ W cc J U O 0 to 0 CO • ILI - I..— CO IL W 0 2 = w I -0 W • H • W U � N o I— WW I— LL Z W U = 0 1- z _1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FA MM. APPENDIX B GEOTECHNICAL LABORATORY TESTING 21-1-09383-001 z 1 1- Z 6 M -J 00 u) V) Ill ILI -J • LL w 0 L. a I I- al Z 1-0 Z I- 0 u 0 ( P. cu- w lij 0 I- Eat rAR Page B.1 INTRODUCTION B -1 B.2 VISUAL CLASSIFICATION B -1 B.3 WATER CONTENT DETERMINATION B -1 B.4 GRAIN SIZE DISTRIBUTION B -1 B.5 ATTERBERG LIMITS DETERMINATION B -2 B.6 REFERENCE B -2 Figure No. APPENDIX B GEOTECHNICAL LABORATORY TESTING TABLE OF CONTENTS LIST OF FIGURES B -la Grain Size Distribution, Boring B -1 B -lb Grain Size Distribution, Boring B -1 B -2 Grain Size Distribution, Boring B -2 and OW -2 B -3 Plasticity Chart 21.1. 09383- 001.App. B /wp /lkd B -i 21 -1- 098383 -001 QQ JU U tn° UJ wa = d w z = o w� o ff ' o I- w • w z w U = O F- 2 i 'A B.1 INTRODUCTION This appendix contains descriptions of the procedures and the results of laboratory tests performed on the soil samples obtained from the field explorations for the design of the Museum of Flight Expansion in Tukwila, Washington. The samples were tested to determine the basic index properties and the engineering characteristics of the site soils. Laboratory testing was performed at the Shannon & Wilson, Inc. laboratory in Seattle, Washington, during May 2001. B.2 VISUAL CLASSIFICATION Soil samples obtained from the explorations were visually classified in the laboratory using a system based on American Society for Testing and Materials (ASTM) Designation: D 2487, Standard Test Method for Classification of Soil for Engineering Purposes, and ASTM Designation: D 2488, Standard Recommended Practice for Description of Soils (Visual - Manual Procedure). This visual classification allows for convenient and consistent comparison of soils from widespread geographic areas. The sample classifications have been incorporated into the soil descriptions on the exploration logs presented in Appendix A. B.3 WATER CONTENT DETERMINATION Moisture content determinations were performed in general accordance with ASTM Designation: D 2216, Standard Method of Laboratory Determination of Water (Moisture) Content of Soil, Rock, and Soil - Aggregate Mixtures on all of the soil samples. Water contents are plotted on the boring logs presented in Appendix A. B.4 GRAIN SIZE DISTRIBUTION Grain -size analyses were completed on selected samples to determine the grain -size distributions. The test were performed in general accordance with ASTM Designation: D 422, 21 -1- 09383- 001.App. B /wp /Ikd APPENDIX B GEOTECHNIC LABORATORY TESTING B -1 21 - 1 - 09383 - 001 z w IY 00 0 w � CO Li_ w g � w z 1- 0 z >- uj U � 0 1— wW u. p ..z U= O ~ z 4`M Nei Standard Method for Particle -Size Analysis of Soils. Generally, the grain -size analyses consisted of the coarse - grained fraction of the samples only, and were obtained by sieving (sieve analysis). The grain -size distributions were used to assist in classifying soils, to provide correlations with soil properties, and to assist in the liquefaction potential analyses. Results of the grain -size analyses are plotted on the grain -size distribution curves presented in Figures B -la, B -lb, and B -2. Along with the grain -size distributions is a tabulated summary containing the sample descriptions and the natural water contents. B.5 ATTERBERG LIMITS DETERMINATION The Atterberg Limits were determined on selected samples of fine- grained soil obtained in the borings in general accordance with ASTM Designation: D 4318, Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. The Atterberg Limits include Liquid Limit (LL), Plastic Limit (PL), and Plasticity Index (PI= LL -PL). They are generally used to assist in classification of soils, indicate soil consistency (when compared with natural water content), and provide correlation to soil properties including compressibility and strength. The results of the Atterberg Limits determinations are shown on the boring logs in Appendix A and shown graphically on the plasticity chart presented as Figure B -3. B.6 REFERENCE American Society for Testing and Materials (ASTM), 2001, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420 - D 4914: West Conshohocken, Pa. 21-I . 09383 -001. App. B /wp /lkd B -2 21 -1- 09383 -001 z w re JU 00 U Q U) 11J J = w ° g � < CO I 1— w Z = 1— 0 w ~ • w U O — O 1-- w .. z w co 0 z COBBLES COARSE FINE COARSE MEDIUM FINE FINES: SILT OR CLAY GRAVEL SAND BORING AND SAMPLE NO. • B -1, S -2 • B•1, S -5 • B•1, S -7 • B -1, S -9 • B -1, S -11 F- 70 x C7 w >- 60 m D: w Z 50 U- I— Z U 40 CC w n. DEPTH (feet) 5.0 12.5 17.5 25.0 35.0 U.S.C.S. SYMBOL SP SP-SM SP -SM SM SP -SM SIZE OF MESH OPENING IN INCHES SIEVE ANALYSIS ININNI` INNIIII HI IMIII1ti, HI 1INININk 1111 1111NNIL 11 NIIMMINILWIll IN N■11■111‘11% IIII NNW ' 1111 N� II INENININININNI IIIIIIIMIINININNI as SAMPLE DESCRIPTION Dark gray SAND, trace of silt and gravel Brown, slightly silty, fine to medium SAND Black, slightly silty, fine to medium SAND Black, silty, fine SAND Black, slightly silty, fine to medium SAND NO. OF MESH OPENINGS PER INCH, U.S. STANDARD GRAIN SIZE IN MILLIMETERS FINES 3.7 9.4 9.5 17.5 8.8 NAT. W.C. % 6.4 27.6 31.4 39.5 31.3 LL PL HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS PI ,,,A .ih ). >j ::aY Museum of Flight Expansion Tukwila, Washington FIG. B-la GRAIN SIZE DISTRIBUTION Boring B -1 October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. O°olochnled •nd EnvI,onminld Coniull°nli c) cn D 2 O co co O L In 2 Z r 0 O COBBLES COARSE FINE COARSE MEDIUM FINE FINES: SILT OR CLAY GRAVEL SAND BORING AND SAMPLE NO. • B -1, S -13 • B -1, S -15 • B -1, S -17 • B -1, S -28 100 90 80 70 60 50 40 30 20 10 - - - _�_- _— � _�� NI NI MI NMI= NI ...1.. =.I II NMI �Si IN NNE MEMNON I NMI MINE _ --- la — - - � NUM ■a— DC NMI RIM MINN i� ININS i- NMI MIN NMI MINN RIM a � _ NEM I/ NNE INN II. NNE ■ml "— - ■■ MEN -- ■NN MINI -- INNINIINIIIIN ....-. E mu -a -1 -MI ��� - ■.■ I•!•1 =•111 MN MN NI ■N■t•I• - -MN — IN NI" INNINII a INININUMNIIIIIIN NINMIIINIIIIIIIIN INNIIIII- IMENIIIIIIII■ —a ■ - � 1.111•1111111111111111 I: ��-- -r■■a IIIIIMINNRIMINNI I♦��- �_�_ II- `II =� \' a MN a U .. I INN INN IN INN I.. ■■� INN ■I. 'I. INN 111111 NNE NNE DEPTH (feel) 45.0 55.0 65,0 115.0 SIZE OF MESH OPENING IN INCHES !D V P/ N U.S.C.S. SYMBOL SM SM SP -SM SP-SM 8 8 . SIEVE ANALYSIS 0 N 00 CO 1D O CO SAMPLE DESCRIPTION Black, silty, line SAND; scattered organics Black, silty, line SAND Dark gray, slightly silty, line SAND Gray, slightly silty SAND NO. OF MESH OPENINGS PER INCH, U.S. STANDARD N m ID 0 a cq GRAIN SIZE IN MILLIMETERS FINES 18.1 34.9 10.7 6.1 S NAT. W.C. % 34.9 30.1 29.6 23.0 N e ! 7 O O O O LL 0, 0 PL HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS O PI O O 0 0 S d3�i3'isri.ifiil� d4:li'; i� {r?'i;'. . '4 r+ :nuz41nI■440.0r44, 10 20 30 40 50 60 70 80 90 100 Museum of Flight Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION Boring B -1 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. 0°ol°ehnleeland Envhonment°ICon,ulI •nli FIG. B-lb Z } CC . O O 0 co 0 W W J � Ll- Ili 0 g -J rn W r T Z 0 • W U� o N_ ff W H z 0 o H 1- Z BORING AND SAMPLE NO. • B-2, S•4 • B -2, S-6 • B-2, S -10 • B -2, S -12 O B-2, S -13 Imiiii ❑ OW -2, S -1 MIME .. 1111111•1 tlL�l"�■i'::� ii mot VIA i i ��:C:r� ::C::1. MINIM 1111 1 w ,I. 11■11 11111111111111111 '■.�... .■._.. 1111 1111111101111111 kur .w,..._.. Ifl►ti♦► ti__..�__ll ._f rVE_.�t_I_ ■NI.•. ■I■■�_ ■_ I lf_� ♦1_ I.���_.__� _�I■■•1■�11_.. Ift;� 111t:�110ilIai!!! tti• ►�ttC�_.�_t� ■ . 1111111111111016111111111111 __ ___..__j.. 111 DEPTH (feet) 10.0 20.0 40.0 50.0 55.0 2.5 U.S.C.S. SYMBOL SM SP SM SM ML SP SIZE OF MESH OPENING IN INCHES SIEVE ANALYSIS SAMPLE DESCRIPTION Brown, silty, fine SAND Black, fine to medium SAND, trace of silt Black, silty, fine SAND Black, silty, fine SAND Dark gray, tine sandy SILT Dark brown, slightly gravelly SAND, trace of silt NO. OF MESH OPENINGS PER INCH, U.S. STANDARD GRAIN SIZE IN MILLIMETERS FINES 6 /e 32.6 2.4 42.9 18.5 76.8 3.5 NAT. W.C. % 38.4 31.5 36.0 30.4 31.0 4.0 HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS COBBLES COARSE FINE COARSE MEDIUM FINE FINES: SILT OR CLAY GRAVEL SAND October 2001 SHANNON & WILSON, INC. GeolechnIcal and Environmental Consultants Museum of Flight Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION Boring B -1 and OW -2 21 -1 -09383 -001 FIG. B -2 ve. v:•+N�arhxv'f W U 00 co 0 W = W co u. a = f .. w ZI- W W �° o - O H W I-- � Q . .z U O ~ z • 70 60 50 40 30 20 10 0 BORING AND SAMPLE NO. • B•1, S•21 • 13•2, S•17 CL-M ML or OL CH MH c OH i i I 0 10 20 30 40 50 60 LIQUID LIMIT - LL ( %) DEPTH (leel) 80.0 75.0 U.S.C.S. SYMBOL ML ML Gray, clayey SILT Dark gray, clayey SILT SOIL CLASSIFICATION 70 LL 39 39 80 PL 27 28 PI 12 11 90 NAT. W.C. % 45.1 46.6 100 PASS. $200, % 110 October 2001 LEGEND CL: Low plasticity inorganic clays; sandy and silty clays CH: High plasticity inorganic clays ML or OL: Inorganic and organic silts and clayey silts of low plasticity MN or OH: Inorganic and organic silts and clayey silts of high plasticity CL -ML: Silty clays and clayey silts Museum of Flight Expansion Tukwila, Washington PLASTICITY CHART SHANNON & WILSON, INC. O,olschnleal and Environmental Consultants 21 -1- 09383 -001 FIG. B -3 z 1 N/ 6 -I U U O N • W J 1- U) LL W a = • d t— W z = 1- O z1- W • W U O N O 1- W W H 0 O w z U = F. O I- z co C. X 0 i J 7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • APPENDIX C LIQUEFACTION POTENTIAL : • . 21-1-09383-001 z 1 re 5 6 0 O 0 w 0 w -3 1- • u_ 11J ° 2 g u. w z I-0 Z I- 0- I 0 - 1= 0 Page C.1 LIQUEFACTION POTENTIAL C -1 C.2 REFERENCE . C -2 Figure No. C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C -10 C -11 C -12 C -13 C -14 C -15 C -16 21 -1- 09383 -001.R 1- AC.DOC/1VP /LKD Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, Liquefaction Analyses, APPENDIX C LIQUEFACTION POTENTIAL TABLE OF CONTENTS LIST OF FIGURES Design Earthquake, Boring B -1 Nisqually Earthquake, Boring B -1 Design Earthquake, Boring B -2 Nisqually Earthquake, Boring B -2 Design Earthquake, CPT Probe CPT -1 Nisqually Earthquake, CPT Probe CPT —1 Design Earthquake, CPT Probe CPT -2 Nisqually Earthquake, CPT Probe CPT -2 Design Earthquake, CPT Probe CPT -3 Nisqually Earthquake, CPT Probe CPT -3 Design Earthquake, CPT Probe CPT -4 Nisqually Earthquake, CPT Probe CPT -4 Design Earthquake, CPT Probe CPT -5 Nisqually Earthquake, CPT Probe CPT -5 Design Earthquake, CPT Probe CPT -6 Nisqually Earthquake, CPT Probe CPT -6 C - 21 -1- 09383 -001 re w 0 N wF w g LLQ = • a �w z � � z w • w O • - O 1— w W w z ui U= z Ear Fwr C.1 LIQUEFACTION POTENTIAL 21 -1- 09383 - 001.81- AC.DOC/W P /LKD APPENDIX C LIQUEFACTION POTENTIAL Liquefaction potential from the boring data was estimated by utilizing the SPT N- values for samples obtained in the borings and their estimated fines content. Based on Seed's simplified empirical procedure and in accordance with NCEER technical report NCEER -97 -0022 (Youd and Idriss, 1997), the factor of safety against liquefaction was determined for each SPT. Liquefaction potential was also estimated from the penetration resistance data obtained in conjunction with CPTs. The liquefaction potential was also evaluated in accordance with NCEER technical report NCEER -97 -0022 (Youd and Idriss, 1997). Factors of safety were calculated for ground motions consistent with the recommended design ground motions (i.e., earthquake magnitude of 7.5 and a peak ground acceleration of 0.26g). In addition factors of safety were calculated for. the February 28, 2001 Nisqually Earthquake. For this earthquake, a magnitude 6.8 and a peak ground acceleration of 0.19g were used. A peak ground acceleration of 0.19g was recorded at the BOE ground motion recording station located approximately 4,000 feet north - northwest of the Museum of Flight with likely similar subsurface conditions. The calculated factors of safety for each boring and CPT for both the design and Nisqually earthquakes are plotted on Figures C -1 through C -16. C -1 21 -1- 09383 -001 z 6 10 O 0 • o -J1- O w w 2 �a = • a �. z = F- 0 z 1- w • w U w 0— OH w w . I " • CO 0 I ", z fit Pt I . 4 — 1 C.2 REFERENCE Youd., T, and Idriss, I.M., 1997, Proceeding of the NCEER workshop on evaluation of liquefaction resistance of soils, NCEER technical report NCEER-97-0022. 21-1-09383-001.R1-AC.DOC/WP/LKD C-2 21-1-09383-001 f' r "1 N 10/8/01. 21.1.09383 Museum of Flight B- 1.xls- author SUBSURFACE PROFILE (Based on Boring B -1) Loose to medium dense, slightly silty to silty, fine SAND Very soft to soft, clayey SILT Medium dense to very dense SAND to silty SAND 1. 130 00 01 0.2 03 04 05 00 0.7 08 00 10 1.1 1.2 0 10 NOTES: 20 --- - - -- - ---- - - - -- - 30 40 50 80 70 - - - 50 90 -- - -, 100 • 110 - 1 120 FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) • IP L Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. • • • • • • I. r • 1.3 Museum of Flight Expansion Tukwila, Washington 1.4 1 • • • • • • • • • • LIQUEFACTION ANALYSES DESIGN EARTHQUAKE BORING B -1 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants AEI z • w 6 U O 0 N CO LU W I F— • LL, W O g u_ I • d • W Z i!--- I--O Z I— W U O P— O I— W w H � tL O Z W U I O � Z • ,.Q 1018101.21.1.09383 MOF 9-1 Nisqually.xls. aulhor Immi■• ANEW, SUBSURFACE PROFILE (Based on Boring B -1) Loose to medium dense, slightly silty to silty, fine SAND Very soft to soft, clayey SILT Medium dense to very dense SAND to silty SAND 1. 40 50 10 80 90 - -- 100 110 - 120 - -, 130 0 10 20 , , 30 - NOTES: 00 0.1 0.2 0.3 0.4 0.5 as FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil Is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. • 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1 5 • - r - - • • Museum of Flight Expansion Tukwila, Washington • • • • • • • • • • • • • • • • • LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE BORING B -1 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants • Z � ~ • w J U O 0 rn 0 • UJ J F WW O g = • a w Z _ H 1— O Z w O — O I— w w H 0 ti O w z - I O ff ' Z 10/8101. 21.1.09383 Museum of Flight 8-2, xis-author SUBSURFACE PROFILE (Based on Boring B -2) Very Loose to dense, silty, fine SAND to fine to medium SAND Very soft, clayey SILT Very loose to dense, silty SAND 20 NOTES: 10 30 — - - 40 50 – 60 70 90 100 110 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils, 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 0 , • • • • • • Museum of Flight Expansion Tukwila, Washington 1.4 1.5 • • • ... • • LIQUEFACTION ANALYSES DESIGN EARTHQUAKE BORING B -2 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants (.�'' =1;v � „ s�.:.,,;,;:gt� , � . ri"-.__...• t +__c.,'S� „ii.li.t.'aGYfi:uL!�6� JAI Vusui 1018/01 -21. 1.09383 MOF 8.2 Nisqually.xls•author ...p■■ SUBSURFACE PROFILE (Based on Boring B -2) 0.0 0.1 0.2 0.3 0.4 0.5 0 i Very Loose to dense, silty, fine SAND to fine to medium SAND Very soft, clayey SILT Very loose to dense, silty SAND 20 30 40 60 80 • 90 100 - - -- 110 NOTES: 10 50 — • 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering Judgement. FACTOR - OF - SAFETY AGAINST LIQUEFACTION (FS) 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 J • • i 4 • SHANNON & WILSON, INC. Geotechnical and Environmental Consultants • • Museum of Flight Expansion Tukwila, Washington • • • • • • • LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE BORING B -2 October 2001 2E1 FIG. C -4 Soft to m. stiff, clayey SILT /silty CLAY Medium dense to dense SAND to silty SAND Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND icx 1 0I9I01 -cptl hq 500.xls- author SUBSURFACE PROFILE (Based on Probe CPT -1) NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 1. Reference: Youd, T.L. and Idriss, LM., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on Its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -1 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants Soft to m. stiff, clayey SILT /silty CLAY Medium dense to dense SAND to silty SAND Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND 1:4 1 0/9/01 -cpt 1 Ilq_Nisqually.xls• author SUBSURFACE PROFILE (Based on Probe CPT -1) 1. NOTES: 0 10 20 30 m - w - ✓ a LL 40 1) _ C) z - 50 0 0 - W 60 -- m i-- a w p 70 80 90 100 FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 • • • • • • • • • • • Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. • - - • • • • • •• tr • • • • • • • • • 7 •o • • • • • •• • • • • • • • • • • • •• • 0. dp •• • • • •• • • • Museum of Flight Expansion Tukwila, Washington • • • • • • LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -1 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants Med. dense to dense SAND to silty SAND /SILT Medium dense to dense SAND Interlayered SAND, sandy SILT /silty SAND & silty CLAY Loose to medium dense SAND to silty SAND Very soft to medium stiff silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND r1t r11 r 1 10/0/01 •cp12 liq_500.xIs•aulhor SUBSURFACE PROFILE (Based on Probe CPT -2) V 0 10 20 30 40 50 60 70 80 90 100 110 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 • •• •• • •• • • or • •• • • • 1 • • � 4;.• % • s. •• • i 55 • • • • • • • • •.• III. • • Ip• • • + s•• • • • • • • , • • • -•- • • • • • •• • �f • • • • •• •. I , • • • • • • • i ••• • • • • • •= 040 • • • d •• •• • 4) •• • •. • • • • 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -2 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. C -7 K4irrt4kd 1537+ S 16tfN1Y Rv1.mN�oi1 Med. dense to dense SAND to silty SAND /SILT Medium dense to dense SAND Interlayered SAND, sandy SILT /silky SAND & silty CLAY Loose to medium dense SAND to silty SAND Very soft to medium stiff silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND 10 /0/01 -cp12 Ilq_Nisqually. ,ls- author SUBSURFACE PROFILE (Based on Probe CPT -2) 1. NOTES: 0 10 20 30 40 50 60 70 80 90 100 110 Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on Its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 1 • • • • • • • J • • • • • • • i' • % • % • •• • • • •• is •• lb • • •• •• • • • •i elo• • • • • • • • • •• • •• =•• • • •• • • • •• • • • • • • • • r • •• ••• • • o 1 • • • • • • 4- • • SHANNON & WILSON, INC. Geotechnical and Environmental Consultants • • • • • r • • • Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -2 October 2001 21 - 1 - 09383 - 001 FIG. C -8 ;w;1,. • ;,ss4_ Loose to med. dense silty SAND/ sandy SILT Loose to dense SAND to silty SAND /sandy SILT Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND f 10 /8 /01- cpt3_IIq_500.xds•aulhor SUBSURFACE PROFILE (Based on Probe CPT -3) 0 10 20 30 a ) w w 40 t. LX 50 re 60 O X 70 a ' W 80 90 100 110 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 tom •• i! •• • ••• • • 1 • t%• • • e . ••. • • • • • • • • •C .. • • • • • •• • • •• • • •• • i•• •� • •• •• • OP • • • •• ' • • • • to f aL. - -•- �' O. a: ell • • II• • Nis • • • . •••ed • • 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. • • • M - v • /L• •• • • •• • • • • • +• • • • • • • • • • • • • • • • • • • • • • r • Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -3 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants ROW K ^!➢fA S F.111t194UhYPWRSitIJ1010F" Loose to med. dense silty SAND/ sandy SILT Loose to dense SAND to silty SAND /sandy SILT Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND 10/8 /01 •cpl3 Ilq_Ni squally, xls•aulhor SUBSURFACE PROFILE (Based on Probe CPT -3) 1. NOTES: Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils, 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. FACTOR-OF-SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 Museum of Flight Expansion Tukwila, Washington SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 2.0 LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -3 October 2001 21 - 1 - 09383 - 001 FIG. C -10 s44 10 /8101 -cpt4 liq_500.xIs- author SUBSURFACE PROFILE (Based on Probe CPT -4) Loose to dense SAND to silty SAND/ sandy SILT Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND 0 10- 20 — 30 — 40 50 — - 60 70 — 80 - 90 - 100 110 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 • • • • • > j• 4. sit fi r, M ▪ saki • !V• ,• • ,• • • s• I • • . • •• • • • • • « i• • • !r • • • .•• • •• • • • • • • • • •• • • • • • • • • r obi. • •• • • 1. Reference: Youd,T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on Its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. t • • w • • • • • • • • AD- Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -4 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. FIG. C - Geotechnical and Environmental Consultants 10 /8101 -cpt4 Ilq_NisquaIly. SUBSURFACE PROFILE (Based on Probe CPT -4) Loose to dense SAND to silty SAND/ sandy SILT Soft to medium stiff CLAY to silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND 0 10 -: 20 30 40 50 60 70 80 90 100 110 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 • • •• • r • ; • • • • *lb •• •• m ■ 0 ; 13 � • • • 0 ; • • • • • le • • i• • • ' • • • • • • • • • • • • • 1 p • • • • •• • • S • • • • • • • • • • • • 4• • •• • 1. Reference: Youd,T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. M • •• • • S. • - S - • • • M • •• • • • • w .•• 4 • ••'•• S. • • :• • •, •• •• es •5 • • • . • • • • • • • • • • • • Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -4 October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants • • • • • • • 2.0 FIG. C -12 Soft to m. stiff, clayey SILT /silty CLAY Medium dense to dense SAND to silty SAND /sandy SILT Interlayered SAND, SILT, and CLAY Med. dense SAND to silty SAND Very soft to stiff, silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND iAl 10 /8 /01 -cpt5 lIq_500.xls•aulhor SUBSURFACE PROFILE (Based on Probe CPT -5) 0 NOTES: 10 20 30 40 - 50 60 - = 70 - 80 - 90 100 - FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 of • • • • } • • 6. w •s,M, S •.•,A •' • ,Sr• • •'•••• •: • r • • . .-" • • • •- :ms •• ! If • >. • i �• 1% • • • • • • 4 * •• .• • • •• • 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. • •• • • • • • 1.2 1.4 1.6 1.8 2.0 • • • t • • • i- Museum of Flight Expansion Tukwila, Washington ivviraweawrpo*a+»ekoawcr+enm • • • • • • i • �f LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -5 October 2001 21 -1 -09383 -001 SHANNON & WILSON, INC. FIG. C -13 Geotechnical and Environmental Consultants Soft to m. stiff, clayey SILT /silty CLAY Medium dense to dense SAND to silty SAND /sandy SILT Interlayered SAND, SILT, and CLAY Med. dense SAND to silty SAND Very soft to stiff, silty CLAY /clayey SILT M. Dense to dense SAND to gravelly SAND Ixa •+v 10/8101 -cp15 liq_Nisqually.xls•a uthor SUBSURFACE PROFILE (Based on Probe CPT -5) 1. 0 10 20 30 40 50 - 60 70 80 90 100 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 •• • • • Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil Is dependent on Its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. • • • • • • e �• • • •••' r• :0 • • • So se • 9 . • 4 • • M • f • • • • • •• ti i t • • •• • • i • • •• •••• •• • • -•'• • • • r te • • • • • • • • • A• •• • 5• _• _ •.. t- • • • • • • 4• • • • • • r a • •• • • • • •• •• • • • • • • Museum of Flight Expansion Tukwila, Washington • 2.0 1 LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -5 October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. C -14 • • 44 ±'i 7,i+Sti� mw i ,, p i ii. S Si.a r':1:4 i: s:,i :.i4.:,7.. Loose to dense SAND to silty SAND /sandy SILT Soft to med. stiff CLAY - silty CLAY Very loose to medium dense SAND to silty SAND /sandy SILT Very loose to medium dense silty SAND /sandy SILT to clayey SILT Soft CLAY to silty CLAY M. Dense to dense SAND to gravelly SAND M. Stiff to stiff clayey SILT M. Dense to dense gravelly SAND t t , .a 10 /8 /01•cp15 liq 500.xls• author SUBSURFACE PROFILE (Based on Probe CPT -6) 1. d • 40 W C) IX ▪ 50 U, Z 60 C7 J 70 W I-- °- 80 w 0 NOTES: 0 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2, The analysis was performed for an earthquake with a magnitude of 7,5 and a peak ground acceleration of 0.26g. 3. The liquefaction resistance of a soil is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) Museum of Flight Expansion Tukwila, Washington LIQUEFACTION ANALYSES DESIGN EARTHQUAKE CPT PROBE CPT -6 October 2001 21 -1- 09383 -001 2,0 SHANNON & WILSON, INC. FIG. C -15 Geotechnical and Environmental Consultants Loose to dense SAND to silty SAND /sandy SILT Soft to med. stiff CLAY - silty CLAY Very loose to medium dense SAND to silty SAND /sandy SILT Very loose to medium dense silty SAND /sandy SILT to clayey SILT Soft CLAY to silty CLAY M. Dense to dense SAND to gravelly SAND M. Stiff to stiff clayey SILT M. Dense to dense gravelly SAND AI _. 10/8101 •cpt6 Iiq_Nisqually.xls•aulhor SUBSURFACE PROFILE (Based on Probe CPT -6) 10 20 30 d 40 C.) c 50 N Z 60 ce 0 70 W CO O. 80 W 90 100 110 120 NOTES: 0 FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.2 0.4 0.6 0.8 • "Pt • •- - •. • • oo • •• I • 4 # • eh. • , 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for the February 28, 2001 Nisqually Earthquake (magnitude 6.8 and a peak ground acceleration of 0.19g). 3. The liquefaction resistance of a soil is dependent on Its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. -or • • • • • • 1.0 1.2 • %:.• •.• • •'S • • •" • • • - - -e; • • • •• • •• • if • •• • ••• • •• • • i ." • • • • -• •• , • • •• • • • • • • ▪ • • • • • 1.4 1.6 1.8 2.0 • • •P • • • • •: , • • • • • • •♦ • • • S. a- • • • • • • • • • • Museum of Flight Expansion Tukwila, Washington • • • • • • •• •• S5. • • • • LIQUEFACTION ANALYSES NISQUALLY EARTHQUAKE CPT PROBE CPT -6 October 2001 21-1-09383-001 SHANNON &WILSON, INC. FIG. C -16 Geotechnical and Environmental Consultants 0 i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. oir -% • APPENDIX D HEAVY FALLING WEIGHT DEFLECTOMETER (HWD) TEST RESULTS 21 -1 -09383 -001 z Z CL W QQ G JU U o N O J N � W O 11. I W Z = Z U O — • I- w W U- o Ili in 0 z t At Museum of Flight Expansion Project Non- Destructive Strength Testing Prepared by: Pavement Consultants Inc. 7530 Roosevelt Way N.E ttle; WA 98115 -4221 (Jerome Lyons, engineer) (Jay Sharma, P.E.) 6/2/ (Today's Date) INTRODUCTION As a part of the ongoing expansion of the Museum of Flight, located at Boeing Field in Seattle, a site is under consideration for location of an additional building just across the street, on the northwest corner of South 94 Place and East Marginal Way (general location shown at right). Currently this site is occupied by Boeing Building #9 -04 and the adjoining parking lot. An early objective of the project is to evaluate the support capability of the subgrade material currently in place. Because the parking lot covers roughly three - quarters of the site, nondestructive testing can be used to aid in the determination of the strength of this subgrade material in the paved areas. DATA COLLECTION AND ANALYSIS NONDESTRUCTIVE DEFLECTION TESTING A Dynatest Model 8081 Heavy Falling Weight Deflectometer (HWD, shown at right) was used to conduct the nondestructive deflection testing on the parking lot pavement. Although the HWD is used to determine strength characteristics of all pavement layers in a cross- section, the relevant results of this testing process are those concerning the subgrade. The HWD is the state -of -the -art in nondestructive deflection testing equipment. It is an impulse - loading device that was developed to apply a load to the pavement surface, and to measure pavement response to this applied load. The equipment operates by lifting a series of weights to a pre - determined height and then dropping the weights. The "falling weights" strike a Prepared for: Shannon & Wilson Inc. 400 North 34 Suite 100 Seattle, WA 98103 WORK SCOPE Pavement Consultants Inc. has been employed by Shannon & Wilson Inc. to provide an analysis of the subgrade bearing strength of the paved area of the project site. This includes performance of the necessary non - destructive strength testing at the site and provision of a summary report complete with test results and analysis. It should be noted that the testing was limited to areas accessible to the testing equipment. Heavy Falling Weight Deflectometer. `rA?! 5+on.1.4;? :u'�uh` 1, r4+ C3 f '. .o specially designed plate, imparting an impulse force to the pavement. The load magnitude and characteristics can be varied by changing the drop height, the number of weights, or the load plate size. The load plate used at the project site was 12 inches in diameter. Seven velocity transducers were used to measure pavement response to the applied load. These seven transducers are mounted on a bar and automatically lowered to the pavement surface along with . the load plate. The seven measured deflections, and their distance from the applied load, define a deflection basin that is used to estimate pavement and subgrade layer material properties. A computer located in the tow vehicle controls the entire operation and records the data measured by the load pressure cell and the velocity transducers. The nondestructive deflection testing was conducted on 18 May 2001. The pavement was tested at load levels ranging from 14,000 to 25,000 pounds force. Test points were taken across the pavement in a grid pattern of roughly 50 -foot intervals. A small portion of the parking lot was covered by automobiles and miscellaneous piles of construction materials and was not accessible for testing. Therefore, some areas have an uneven concentration of test points. An exact layout of the test points is shown in Figure 1 at the end of this report. MATERIAL PROPERTY EVALUATION The strength of each pavement layer (surface, base, and subgrade) was estimated using the deflection data collected with the HWD. The pavement layer strengths, in terms of dynamic elastic modulus, were estimated by inputting the field- measured HWD deflection basin and pavement layer thicknesses into the ELMOD computer program. This program "backcalculates ", or estimates, the elastic modulus of each pavement layer by matching the program - predicted deflection basin to the field- measured deflection basin. Subgrade California Bearing Ratio (CBR) and moduli of subgrade reaction (k- value) were estimated from the subgrade elastic moduli calculated using ELMOD, by applying standard relationships to the moduli. The relationships used were developed by the Corps of Engineers, Waterways Experiment Station in Vicksburg, Mississippi. For CBR, the standard relationship developed by the Corps was CBR = M /X. The range of values for "X" was 750 to 3000. Based on experience with the soils common in California, the following calibrated equation was chosen for use: CBR = M /1500 where: CBR = California Bearing Ratio ( %) MR = resilient/elastic modulus (psi). The standard relationship used to estimate k- values is: k = (M Where: k = modulus of subgrade reaction (pci) MR = resilient/elastic modulus (psi) The material properties are summarized by test number in Table 1 on the next two pages. 2 z • z re JU O 0 0 CO W J H U) a. w 0 I I— w z � I- O z �— U� O - O H w 9 - - O w z • N z Test Numbers Station Resilient /Elastic Modulus (ksi) CBR Subgrade K -Value Subgrade K -Value At Surface AC Surface Base Subgradc 23 1,385 36 7 4.7 78 246 72 2,248 56 9 6.0 95 321 100 603 26 10 6.7 103 232 124 417 39 12 8.0 119 258 154 620 27 11 7.3 111 246 178 451 38 7 4.7 78 202 199 268 48 6 4.0 69 181 s 225 358 34 11 7.3 111 232 • 1 470 10 10 6.7 103 191 24 472 38 8 5.3 87 211 50 786 48 9 6.0 95 264 77 590 35 10 6.7 103 248 101 995 43 9 6.0 95 261 A 152 1,006 48 11 7.3 111 291 1 766 47 11 7.3 111 280 27 244 42 8 5.3 87 201 54 698 59 10 6.7 103 278 1 986 47 10 6.7 103 287 9 27 398 26 13 8.7 126 246 20 48 957 18 9 6.0 95 235 21 1 425 27 6 4.0 69 181 22 25 270 54 7 4.7 78 192 23 53 634 20 10 6.7 103 231 24 77 272 29 8 5.3 _87 185 25 107 540 41 8 5.3 87 223 26 1 1,477 30 8 5.3 87 267 27 25 546 49 8 5.3 87 235 28 51 555 18 8 5.3 87 197 29 78 699 26 9 6.0 95 231 30 99 335 16 8 5.3 87 178 31 125 281 17 7 4.7 78 166 32 146 327 27 8 5.3 87 190 33 1 393 26 7 4.7 78 192 34 24 498 23 8 5.3 87 209 35 54 485 23 9 6.0 95 211 36 78 366 27 7 4.7 78 182 37 99 . 287 25 5 3.3 60 152 38 125 166 27 7 4.7 78 160 39 154 373 30 7 4.7 78 187 40 175 293 26 11 7.3 111 220 41 222 230 45 8 5.3 87 200 42 251 312 35 9 6.0 95 214 Alt ,. Table 1. Material Properties from NTT. 3 Test Numbers Station Resilient/Elastic Modulus (ksi) CBR Subgrade K -Value Subgrade K -Value At Surface AC Surface Base Subgrade 43. 276 286 32 10 6.7 103 219 44 305 280 50 9 6.0 95 221 45 322 534 58 8 5.3 87 239 46. 24 521 24 7 4.7 78 199 47 78 269 17 5 3.3 60 146 48 127 574 37 9 6.0 95 239 49 174 232 48 _ 9 6.0 95 213 50 225 324 52 8 5.3 87 215 51 277 380 37 10 6.7 103 225 52 1 281 26 8 5.3 87 153 53 51 250 50 12 8.0 119 163 54 102 152 36 2 1.3 29 227 55 148 163 20 6 4.0 69 241 56 202 516 39 11 7.3 111 199 57 253 286 29 11 7.3 111 207 58 25 446 36 10 6.7 103 209 59 76 427 24 9 6.0 95 224 60 124 388 19 8 5.3 87 223 61 176 320 18 12 8.0 119 199 62 225 606 29 10 6.7 103 207 63 298 2,386 26 7 4.7 78 213 64 1 161 20 7 4.7 78 212 65 62 558 22 7 4.7 78 225 66 113 257 11 9 6.0 95 164 67 154 420 19 9 6.0 95 246 68 250 396 8 7 4.7 78 187 69 306 431 20 9 6.0 95 206 70 25 446 30 7 4.7 78 186 71 85 377 24 10 6.7 103 210 72 117 504 31 11 7.3 111 231 73 173 356 25 7 4.7 78 245 74 226 234 18 8 5.3 87 170 75 27 482 24 8 5.3 87 159 76 48 262 32 11 7.3 111 261 77 99 493 19 9 6.0 95 205 78 1 221 16 8 5.3 87 189 79 25 473 27 8 5.3 87 243 80 1 295 28 12 8.0 119 97 81 56 267 22 14 9.3 134 139 82 103 351 24 11 7.3 111 255 83 217 516 46 8 5.3 87 221 cup (a Table 1. Material Properties from NDT - continued. 4 �dWt�a`•ai�i z • z w i0 O 0 U) 0 J = H w < � = a F w z � F- 0 z E-- w w ON 01- wW u. w z U� O~ z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. rn NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OW, APPENDIX E IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT :• vJlLSON ;NC. 21-1-09383-001 z Z • 2 IL/ 6 = 0 O 0 COO CO W W I -J L u 0 2 g -71 I a I— Ili Z F. I-0 Z 11J Ili Lo O — O I— • L • (..) - 0 ll SHANNON & WILSON, INC. Geotechnical and Environmental Consultants THE CONSULTANT'S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. Attachment to and part of Report 21 -1- 09383 -001 Date: November 6, 2001 To: Bart Heath The Seneca Real Estate Group, Inc. Important Information About Your Geotechnical/Environmental Report CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project- specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope -of- service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. A REPORT'S CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's Page 1 of 2 1/2001 G; '•`.if,''.. ' .'... ;i:::4. fliM:.t(:. iii ii `.:;d sib'i3 ?;V'Jt "` 4`t4+5+(::?4 , s. : 1 ".0 0 :;^gal VitiiiNtt"Mkt'3:<Y? '¢9(VA1:4)2'.P.'e t►e�'d�+'7a�Fi4Y'L�tG�Y4i i.+i1J.l't` ;l d».i�': :t}.: "i:dili�:x:•tit:x.er:,�.<e:.r.. 1 THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. ■•:4111 recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical /environmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND /OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather, they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE /Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland Page 2 of 2 1/2001 STRUCTURAL CALCULATIONS Permit Submittal Museum of Flight Lobby Addition Tukwila, Washington April 25, 2003 4.4 MAY 1 4 2003 REID MIDDLETON RERIvt, RECEIVED (11v winm A f.j/T' ' 1 • MAGNUSSON KLEMENC1C ASSOCIATES Structurui Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle, Washington 98101.2699 T: 206 292 1200 F: 206 292 1201 :.■ STRUCTURAL CALCULATIONS Permit Submittal Museum of Flight Lobby Addition Tukwila, Washington April 25, 2003 1 7/181 04 I BEREMINEWMIBIORIMMIMEMMISEIREM2=7:11 MAGNUSSON KLEMENCIC ASSOCIATES Structurul Civil Ert9irmvr: 1301 Fifth Avenue, Suite 3200 Seattle, Washington 98101.2699 T: 206 292 1200 F: 206 292 1201 • Museum of Flight Lobby Expansion Seattle, Washington March 2003 DESIGN SYNOPSIS Materials Concrete (28 day strengths, unless noted otherwise) ,E- w re • Slab -on- grade, sidewalks, curbs f c = 4.0 ksi 6 v 00 • Basement walls f c = 4.0 ksi co o co J • Concrete on Metal Deck f c = 4.0 ksi cn u., w 0 Reinforcement J • Reinforcement fy = 60 ksi u. co a Structural Steel z x • ASTM A992 Grade 50 (fy = 50 ksi): Wide flange shapes w O w • ASTM A572 Grade 50 (fy = 50 ksi): All structural steel unless otherwise v p noted. p 5 O H • ASTM A36 (fy = 36 ksi): Where specified, angles and = U tu u'O • ASTM A500 Grade B (fy = 46 ksi): All structural tubes. Li.i co U — H= 0 channels. • ASTM A53 Grade B (fy = 35 ksi): All structural pipe. Miscellaneous • Bolts — A490: As noted in drawings — A325: As noted in drawings • Decks — Roof decks: 3 -inch N -deck x 18 -gage with maximum span of 10 -feet (maximum total roof load of 80 pounds per square foot) Design Criteria Gravity Loads • Minimum loading meets Uniform Building Code (UBC) Tables 16A, 16B, and 16C • Loading criteria is indicated on the drawing set load maps JAI z Museum of Flight Page 2 • Live load reductions per UBC Section 1607.5 Wind Loads • Wind bads UBC 80 miles per hour, Exposure C, Importance factor = 1.0 • Wind pressure shall be in accordance with the building code Seismic Loads JAI N a • UBC 97 will be used as the minimum requirement for the seismic analysis. The N u. w 0 u_ ¢ co I � z � � w ~ • w U O - O H w W • Soil report per Shannon and Wilson number 21 -1- 09383 -001, dated November, 2001 seismic load shall be based on: — Z = 0.3 (Zone 3) — R = 5.6 (OBF) — Soil profile SF — Importance factor I = 1.0 • Redundancy factor - Use p=1.5 Foundation • Settlement: per soil report Foundations Slob -on- Ground & Spread Footing • 6 -inch slab -on- ground. • Spread footings per structural drawings Gravity System First Floor Slab on Ground • The first floor slab is a 6 -inch structural slab -on- grade. Mechanical Mezzanine • 21- inch concrete on 3 -inch metal deck supported by composite steel beams. Roof • 3- inch x 18 gage N -deck supported by steel beams. z F Z lll CL 2 U O 0 z Museum of Flight Page 3 Lateral System • The lateral system is an Ordinary Braced Frame system. ■ Lateral story loads are transmitted to the OBFs through roof deck diaphragm. Lateral loads are transmitted to the soil by the spread footings. O� (o,Z Damping = 5% ,( ► �, `i. I r 1 �' ( ., t \\. \ ' e \ \ ■ �' 4 7/ O , fig . O ff ' • 10 0.05 0.01 5 0.01 0.05 0.1 0.5 PERIOD - seconds LEGEND Recommended Design Spectrum ProShake (total stress analyses) WAVE (nonlinear, effective stress analyses NOTES 1. Response spectra are from site - response analyses con- ducted for the Boeing Field Air Traffic Control Tower (approx. 1.2 miles north of the MOF) with similar subsurface conditions. 2. Response spectra represent free -field horizontal motion at the ground surface. 3. The vertical spectrum may be assumed to be two - thirds of the recommended horizontal spectrum. 1.0 5 10 — — — Nisqually BOE east component — — — Nisqually BOE north component Museum of Flight Expansion Tukwila, Washington RECOMMEND DESIGN RESPONSE SPECTRUM October 2001 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 0 1 FIG. 4 i MAGNUSSON O BARKSHIRE PROJECT LOCATION Consulting Structural and Civil Engineers CLIENT SHEET DATE Design Sheet LATERAL ANALYSIS SEISMIC rxI IING 1001 I) 1.MAIN,I IYPIUp . WALL BELOW SHOWN DASHED ........., STANDING SEAM CONTINUOUS GUTTER FORMED METAL TRIM AT ROOF EDGE N alt FORC1 ONE • DEMOLISH SUPERSTRUCTURE - AHOvE E.xiSIING TERRACE CANOPY _1 FORMED UETAL TRIM Al ROOF EDGE NEW SLOPING TERRACE WALT. 11 Al ONG SKYLIGHT EXISTING TERRACE 10 REMAIN / CAFE ENTRY —_ - - -i / -•• SCUPPER EXISTING TERRACE 10 WRRO MAGNUSSON M BIM SHIRE PROJECT . 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CLIENT 71- ?,o) - 1 5 - 11 3.( S,I COnIfp = p. 29 t/ x 59/ - 14.5 cri /a,M T -% D C N EC K CA i i I .E■I CR DI A Pt4(M nit 4 E71 t■ (0. 157-C x Zo) t (0,05 K 30 "� Zn y� �Dt N SHEET DATES /� ti / BY r /W. :,y 3 _ 1 -1.$-% r uuuii MAGNUSSON KLEMENCIC r I - • rs r G•�f &'4 I. .1 ASSOCIA1ES ■ Structural + Civil Engineers - <al(vlu ' p bo:1 cue /LF � a11�„J'C2~v cF d4- WALL BELOW SHOWN DASHED..._..... STANDING SEAM MLIAL ROOF EMUN, CONTINUOUS GUTTER - - - FORMED METAL TRIM AT ROOF EDGE mAsS 1 68 x32 1= ,;1155P C. 33pic - _ 71,8` SrF � 3 g3P1F .��, a 3U c 4500 sF AIR FORCE ONE -•- DEMOLISH SUPERSTRUCTURE - - ABOVE EXISTING TERRACE NEW SLOPING TERRACE WALL ALONG SKYLIGHT EXISTING TERRACE TO REMAIN // CAFE ENTRY - - - -./ CANOPY WIuA Le A3 L.IN9 rs6 .tZ Dixerm EXISTING TERRAC EXI. TIF Z re W 6 -JU 00 CO 0 W I � W g Q i d Z 0 Z 0- 0 I- W W U = Z Design Sheet PROJECT LOCATION r c , ) , R \( WI 1f11) Lon'ib TD FAME s v� I Lo Aid ( ALE (Lop E.6 CLIENT DATE 3 Tol AL 2 Asr s�tC A� - 6 -71/4 T La PJ (E c,))LL t b1 C—d \JCP J3 T ( T i 0).l (i\JDT c0006N (2JJD svRFn,cE SHEET 751'3 BY 5, MAGNUSS0 KLEMENCIC ASSOCIATES 1 Structural + Civil Engineers Z -Jo 0 • 0 • W W = H w 2 cn LL Q = a I- Ili Z = I- 0 Z I- w O - O I- W w I-- --- u' O . z . W U= O ~ Z Design Sheet PROJECT ENT"( LOCATION CLIENT SHEET DATE a/ p, BY :TA r MAGNUSSON KLEMENCIC ASSOCIAOO O l Structural + Civil Engineers BUILDING SEPARATION DRIFT FROM ANALYSIS PROJECT SHEET LOCATION CLIENT DATE BY WV WARD MAGHUSSOH BAAKSHIAE Consulting Structural and Civil Engineers WIND UPLIFT ROOF BEAM DESIGN Design Sheet MAGNUSSON KLEMENCIC PROJECT LOCATION 1 CEIENT DATE RooF ASSOCIATES • Structural + Civil Engineu SEISMIC VERTICAL COMPONENT AT CANTILEVERS UPWARD EQ LOAD ROOF WEIGHT WIND UPLIFTS I O SKILLIHG ri WARD N R G H U S S O H Conulting Structual BRRKSHIRE and Civil Engineers PROJECT 01 1.0 . 531 LOCATION BOIL Design Sheet BUILT-UP BEAM DESIGN t1 AD MAGNUSSON BAAKSHIRE PROJECT r 1(1 r ( �` LOCATION Rco ecfirti. z s16!J (( AT) NIrrcv rc CJ /c -3( fc..)& IGL - (o D x I? PA m ' —4/P5 L3 _.CI . S e (\A „ I P'1 rJl61Sc7 t S lb 0. V1/ F,; • r /.- X4.1 :.) a Consulting Structural and Civil Engineers M r } CAC 120r y1' 1 ) o CLIENT DATE xo.‘f3 41ST• V$7 4- f z for TI,L — I3 i 1 3.5 SHEET ?BY 3A' - Design Sheet 00018 WARD Ir MAGHUSSOH BARKSHIRE Consulting Structural and Civil Engineers PROJECT SHEET LOCATION CLIENT DATE BY Design Sheet ROOF UPLIFT PRESSURE NET UPLIFT To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. 14v:510301 Vent. KW- 060)9)1, Var. 5.1.7, 22- Jun -1999, Win72 lei 1917 -99 fa7ERCALC Description W12x26 + W6x15 Steel Shapes #1: Name W6x15 Location of Centroid from Datum Xcg 0.00 in Ycg #2: Name W12x26 Angle 0 deg Depth 12.22 in lxx 204.00 in4 Location of Centroid from Datum Width 6.49 lyy 17.30 in4 Xcg 0.00 in Ycg -6.11 in Area 7.65 in2 Xbar 3.25 in Ybar 6.11 in r Summary Total Area X cg Dist. Y cg Dist. 12.080 in2 0.00 in 2.77 in Title : Dsgnr: Description : Scope: Built - Section Properties Page 1 c : \iaf\flight \flight.ecw :Calculations Angle 0 deg Depth Width 3.00 in Area 5.99 in lxx 5.99 in lyy 4.43 in2 Xbar Ybar Job # Date: 8:33AM, 3 MAR 03 29.10 in4 9.32 in4 3.00 in 3.00 in lxx 465.67 in4 r xx 6.209 in lyy 26.62 in4 r yy 1.484 in Edge Distances from CG... +X 3.245 in S left 8.203 in3 -X -3.245 In S right 8.203 in3 +Y 8.761 in S top 53.153 in3 -Y -9.449 in S bottom 49.283 in3 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev, 510101 User, RN- 0602121, Ver 5.1.1, 22- Jun -1999, W1n12 let 1961 -99 ENERCALC Description W1 4x30 + W6x1 5 Title : Dsgnr: Description : Scope : Page 1 c: \jaf \flight \flight.ecw:Calculations Job # Date: 8:42AM, 3 MAR 03 Summary Total Area X cg Dist. Y cg Dist. 13.280 in2 0.00 in 3.61 in Built -Up Section Properties Steel Shapes #1: Name W6x15 Angle 0 deg Depth 5.99 in lxx 29.10 in4 Location of Centroid from Datum Width 5.99 in lyy 9.32 in4 Xcg 0.00 in Ycg 3.00 in Area 4.43 in2 Xbar 3.00 in Ybar 3.00 in #2: Name W14x30 Angle 0 deg Depth 13.84 in lxx 291.00 in4 Location of Centroid from Datum Width 6.73 lyy 19.60 in4 Xcg 0.00 in Ycg -6.92 in Area 8.85 in2 Xbar 3.37 in Ybar 6.92 in lxx 610.32 in4 r XX 6.779 in lyy 28.92 in4 r yy 1.476 in Edge Distances from CG... +X 3.365 in S left 8.594 in3 -X -3.365 In S right 8.594 in3 +Y 9.603 in S top 63.559 in3 -Y - 10.227 in S bottom 59.675 in3 00021 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. r Revt510301 Unm 1M- 0007971. Ver 5.1.3, 22- Jun -1999, W1n32 ICI 1907 -99 ENERCALC Description W16x36 + W6x15 Steel Shapes Title : Dsgnr: Description : Scope : Built -Up Section Properties Page 1 r-: \jaf \flight \flight.ecw:Calculations 111111111111•11%. 41111111111MII #1: Name W6x15 Angle 0 deg Depth 5.99 in lxx Location of Centroid from Datum Width 5.99 in lyy Xcg 0.00 in Ycg 3.00 in Area 4.43 in2 Xbar Ybar Angle 0 deg Depth 15.86 in lxx Width 6.99 Iyy -7.93 in Area 10 Xbar Ybar #2: Name W16x36 Location of Centroid from Datum Xcg 0.001n Ycg Total Area X cg Dist. Y cg Dist. 15.030 in2 0.00 In 4.71 in Job ft Date: 8:42AM, 3 MAR 03 29.10 in4 9.32 in4 3.00 in 3.00 in 448.00 in4 24.50 in4 3.49 In 7.93 in 00022 lxx 850.00 in4 r xx 7.520 in lyy 33.82 in4 r yy 1.500 In Edge Distances from CG... +X 3.493 in S left 9.684 in3 -X -3.493 in S right 9.684 in3 +Y 10.700 in S top 79.440 in3 -Y - 11.150 in S bottom 76.233 in3 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rov•5101:1 timer, Y.W.ChW121, Vnr S.1.7, 77•7un -1949, wtni 1 ^1 19A7.99 ENFRCAL Description Steel Shapes #1: Name W6x15 Location of Centroid from Datum #2: Name W18x50 Location of Centroid from Datum Xcg 0.00 in Ycg Total Area X cg Dist. Y cg Dist. W18x50 + W6x15 19.130 in2 0.00 in 6.22 in Title : Dsgnr: Description : Scope : Built -Up Section Properties Angle Job # Date: 2 :25PM, 26 MAR 03 lxx 1,318.48 in4 rxx 8.302 in lyy 49.42 in4 r yy 1.607 in Edge Distances from CG... +X 3.748 in S left 13.187 in3 -X -3.748 in S right 13.187 in3 +Y 12.208 in S top 107.997 in3 -Y - 11.772 in S bottom 112.005 in3 00023 Page ns c : \jaf \flight \flight.ecw :Calculations Amur 0 deg Depth 5.99 in lxx 29.10 1n4 Width 5.99 in lyy 9.32 in4 Xcg 0.00 in Ycg 3.00 in Area 4.43 in2 Xbar 3.00 In Ybar 3.00 In Angle 0 deg Depth 17.99 in lxx 800.00 in4 Width 7.50 lyy 40.10 in4 -9.00 In Area 14.70 in2 Xbar 3.75 in Ybar 9.00 in JAf ..�..,,t..- .w�».- - .:.�.:•- •........... +L..' ....+ e:. w....... r.. r.. w�.:. ju.. �w.: w.. ri- .:..»,+..:a�u.«a'rw........:s.t G PLL CPI mAg soPfk 4 1 -2' , x Zips' 2 69J251x 71 24t fsF I.1CO 2 P, - 2. 33 L-i ASS °M PT/O'JS • D�oR wT ALL.. oh) SO NEL- 4 11,) 0 Ax I AL LoPa0 7a SAM -4 " Cook FINNI ED A tgp fri.DC-R Any rap_ )0t FDRCE -s 51Z a` )'DE)' IS(, TALC, •w►ND 1o' = 21i rs.P 00024 RAM r�'EtNA X Al Units: kips 1 Column Line - 6.34ft - E0.5 . Level Mezz Level 1G/ Roof Mezz RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry-2 Building Code: UBC2 0 0 oT«1G D6SLO Column Line 1.67ft - El gca +/, abj. lao Column Line 2.03ft - 3.66ft Column Line EC - E1.2 Column Line EB - E1.1 Column Line EC - E2 elm %- i q 122-It Column Load Sunmmar 00025 04/02/03 10:06:49 Steel Code: ASD 9th Ed. Col# Height Dead Self +Live - Live MinTot MaxTot 13 10.00 3.7 0.2 5.4 0.0 3.9 9.3 Level Col# Height Dead Self +Live - Live MinTot MaxTot Roof 12 14.62 0.3 0.5 3.4 -3.2 -2.4 4.2 Mezz 12 10.00 2.2 0.8 6.0 -3.2 -0.2 9.0 Level Col# Height Dead Self +Live - Live MinTot MaxTot Mezz 15 10.00 3.2 0.2 4.7 0.0 3.5 8.2 '\,,i, Level Col# Height Dead Self +Live - Live MinTot MaxTot Roof 5 13.89 23.8 0.3 15.9 -1.0 23.1 40.0 Mezz 5 10.00 23.8 0.4 15.9 -1.0 23.3 40.1 ao Level Col# Height Dead Self +Live - Live MinTot MaxTot e (V Roof 11 15.57 1.7 0.5 1.2 -0.1 2.1 3.4 Mezz 11 10.00 4.0 0.8 4.5 -0.1 4.7 9.3 Column Line 9.54ft - O.00ft Level Col# Height Dead Self +Live -Live MinTot MaxTot oof 8 16.83 24.1 0.6 15.5 -1.0 23.6 40.2 Mezz 8 10.00 27.3 0.9 20.2 -1.0 27.1 48.3 Col# Height Dead Self +Live - Live MinTot MaxTot 4 10.92 39.9 0.3 25.2 -1.1 39.1 65.4 4 10.00 39.9 0.5 25.2 -1.1 39.3 65.7 RAM `y Level Roof Mezz Level y Roof Mezz Level ( Roof 1 .R Mezz RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry-2 Building Code: UBC2 Column Line 52.17ft - O.00ft Col# 6 6 Column Line 72.21ft - - 60.05ft evel Roof Mezz Height 16.83 10.00 Dead 41.9 41.9 Col# Height Dead 3 8.25 24.7 / 3 / 10.00 24.7 �Q + ♦ /.. 32'`/ 1. '��� 2314' Column Line N1 - NA ` Col# 1 1 21 Column Line 86.84ft - - 60.05ft Col# 7 7 Height Dead 10.06 19.3 10.00 19.3 Level Col# Height Dead 7 Roof 2 8.25 -1.6 Mezz 2 10.00 -1.6 Ea. +/ 41V,,•1 -- +1, ,k Column Line 94.15ft - - 72.72ft Height 6.44 10.00 Column Load Summary Dead 11.5 11.5 Self 0.3 0.5 Self 0.2 0.3 Self 0.2 0.4 Self 0.2 0.3 Self 0.1 0.3 y 4v-oe. ,, v)r pp , co "TYPE #1 Fire D .L EoJ %he 2(.'" 4 /- Ile NUL 23 144 " ( e I 8 M- .lr'S i t- s t Zi t „r ,,,N C 0.41.4) :22; „ Fro. � 5�- nt�' of iS1 1' �k a 5 ',', 1 •!v q P l fk - o r <otJL Cot 5 ... c.iko r +Live 25.9 25.9 +Live 17.8 17.8 +Live 11.8 11.8 +Live 2.0 2.0 +Live 7.6 7.6 -Live -1.6 -1.6 - Live -2.3 -2.3 - Live -0.6 -0.6 - Live -3.1 -3.1 - Live -0.2 -0.2 04/02/03 10:06:49 Steel Code: ASD 9th Ed. MinTot 40.6 40.7 MinTot 22.6 22.7 MinTot 18.8 19.0 MinTot -4.5 -4.4 MinTot 11.4 11.6 P�I Eye- J+ o � (y „at/ Se's 'C. 1.-t k Co +�c- COLUMr ' 1 ,,L N Ass L� ��'yld'ioy Ilopc. ' \ J 7 He _e!.,- ,\/ r---- \-__-- . - i 5'S S. use F3 •.7 Tor ors AL.St 00026 Page MaxTot 68.1 68.3 MaxTot 42.6 42.8 MaxTot 31.3 31.4 MaxTot 0.6 0.8 MaxTot 19.2 19.4 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. I Pw: 5101L1 .l "rr VW- 0601911, Vcr 5.1.1, 2 - Jun -1999, W1n11 ( 71 1 -99 FNE'PCALC Description General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Type 1 footing Reinforcing Rebar Requirement Actual Rebar 'd" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd 46.000 k 26.000 k 23.000 k 3 0.000 psf 145.00 pcf 1.333 18.00 in 14.375 in 0.0033 0.0011 in2 0.0014 % 7.50ft square x 18.0in thick with 5- #6 bars Max. Static Soil Pressure AIIow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 1,497.50 psf 1,500.00 psf 1,906.39 psf 1,999.50 psf 12.01 k -ft 18.69 k -ft Title : Dsgnr: Description : Scope : As to USE per foot of Width Total As Req'd Min Allow % Reinf Job # Date: 11:11 AM, 2 APR 03 Square Footing Design, Page 1 \flight \entry expansion \calculations \flight Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Footing Dimension 7.500 ft Thickness 18.00 in # of Bars 5 Bar Size 6 Rebar Cover 3.250 f'c 4,000.0 psi Fy 60,000.0 psi Allowable Soil Bearing 1,500.00 psf 0.249 in2 1.870 in2 0.0014 Vu : Actual One -Way 27.88 psi Vn *Phi : AIIow One -Way 107.52 psi Footing OK Vu : Actual Two -Way 70.21 psi Vn'Phi : AIIow Two -Way 215.03 psi Alternate Rebar Selections... 10 # 4's 7 # 5's 5 # 6's 4 # 7's 3 # 8's 2 # 9's 2 # 10's JHh 00027 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev,S107L1 Wier, rH- e6C2921, Ver S.1.1, 22•Jun.1999, W1n1:: (r) IsE3-99 ETERCALC Description Type 2 footing General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 4.00ft square x 15.0in thick with 4- #4 bars Max. Static Soli Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn • Phi : Capacity 8.000 k 5.000 k 1.000 k 3 0.000 psf 145.00 pct 1.333 18.00 in 11.500 in 0.0033 0.0002 in2 0.0014 % 993.75 psf 1,500.00 psf 1,056.25 psf 1,999.50 psf 1.16 k -ft 10.22 k -ft Title : Dsgnr: Description : Scope: Job # Date: 11:21 AM, 2 APR 03 00028 Square Footing Design : Page 1 \flight \entry expansion \calculations \flight Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Footing Dimension 4.000 ft Thickness 15.00 in # of Bars 4 Bar Size 4 Rebar Cover 3.250 f'c 4,000.0 psi Fy 60,000.0 psi Allowable Soil Bearing 1,500.00 psf As to USE per foot of Width Total As Req'd Min Allow Reinf 0.193 in2 0.773 in2 0.0014 Vu : Actual One -Way 3.14 psi Vn'Phi : Allow One -Way 107.52 psi Footing OK Vu : Actual Two -Way 10.90 psi Vn'Phi : Allow Two -Way 215.03 psi Alternate Rebar Selections... 4 # 4's 3 # 5's 2 # 6's 2 # 7's 1 # 8's 1 # 9's 1 # 10's JAF To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Row, 510101 Uert• R4. 0507971, Val 5.1.1. 77- Jun -19Y9. N:n17 (. ^) 1 4 57.99 FI:£p^.h:.: Description General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Type 3 footing Reinforcing AMOINNIMMOMOMUP Rebar Requirement Actual Reber "d` depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd 5.00ft square x 18.0in thick with 5- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn • Phi : Capacity 16.000 k 8.000 k 0.000 k 3 0.000 psf 145.00 pcf 1.333 18.00 in Square Footing DeSigrt Page 1 1: \flight \entry expansion \calculations \flight 14.438 in 0.0033 0.0002 in2 0.0014 % 1,177.50 psf 1,500.00 psf 1,177.50 psi 1,999.50 psf 2.67 k -ft 19.82 k -ft Title : Dsgnr: Description : Scope : Job # Date: 11:21AM, 2 APR 03 00029 Calculations are designed to ACI 318 -95 and 1997 UBC Requirements wortmomor Footing Dimension 5.000 ft Thickness 18.00 in # of Bars 5 Bar Size Rebar Cover f'c Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn *Phi : Allow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two -Way Alternate Rebar Selections... 7 # 4's 4 # 5's 3 #7's 2 #8's 5 3.250 4,000.0 psi 60,000.0 psi 1,500.00 psf 0.243 in2 1.213 in2 0.0014 5.51 psi 107.52 psi 16.48 psi 215.03 psi Footing OK 3 # 6's 2 # 9's 1 # 10's •■■r To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Pev.5:0)02 URnt: CM- r.y;7971, V. 5.1.1, 77- .tun -;955. MSnU IC) 14e1-9a }2 R"5LC Description Combined Footing [General Information mommummumarnmmomn Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden Dimensions Footing Size... Distance Left Dist. Betwn Cols Distance Right Footing Length Loads Width Thickness Vertical Loads... Dead Load Live Load Short Term Load Length = 10.00ft, Width = 10.00ft, Maximum Soil Pressure Allowable Max Shear Stres: Allowable Min. Overturning Stabilit Thickness = 18.00in, Dist. Left = 2.79ft, Btwn. = 4.42ft, Dist. Right = 2.79ft 1,198.42 psf 1,500.00 psf 27.47 psi 215.03 psi 999.000 :1 Steel Req'd © Lef Steel Req'd 6 Cente Steel Req'd @ Righ Footing Design OK 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft Soil Pressures Soil Pressure 0 Left Dead + Live Dead +Live +Short Term Soil Pressure 0 Right End Dead + Live Dead +Live +Short Term Stability Ratio Moment & Shear Summary Moments... Mu ® Col #1 Mu Btwn Cols Mu 0 Col #2 One Way Shears... Vn : Allow 0.85 Vu 0 Col #1 Vu Btwn Cols Vu ® Col #2 Two Way Shears... Vn : Allow * 0.85 Vu0 Col #1 Vu0 Col #2 1,500.0 psf 3 145.0 pcf 1.33 0.00 psf 2.79 ft 4.42 ft 2.79 ft 10.00 ft 10.00 ft 18.00 in Combined Footing Design Page 1 flight \ent.ry expansion \ca.lculations\flight Left Column 7.000 k 6.000 k 20.000 k Actual Allowable 376.7 1,500.0 psi 841.8 1,995.0 psf 1,198.4 1,500.0 psf 1,133.4 1,995.0 psf 999.0 :1 ACI 9 -1 0.70 k -ft/ft 3.02 k -ft/ft 2.58 k -ft/ft 107.517 psi 1.461 psi 3.819 psi 5.818 psi 215.035 psi 8.296 psi 27.475 psi Title : Dsgnr: Description : Scope : Calculations are designed to ACI 318 -95 and 1997 UBC Requirements f'c 4,000.0 psi Fy 60,000.0 psi Min As Pct 0.0014 Rebar Cover 3.50 in Live & Short Term Load Combined Column Support Pedestal Sizes #1 : Square Dimension ...Height #2 : Square Dimension 21.00 in ...Height 0.00 in ACI 9 -2 1.88 k -ft/ft 2.87 k -ft/ft 2.31 k -ft/ft 107.517 psi 4.264 psi 2.272 psi 5.156 psi 215.035 psi 20.665 psi 24.966 psi Right Column 28.000 k 16.000 k k Job # Date: 11:38AM, 2 APR 03 18.00 in 0.00 in ACI Factored Eccentricity Eq. 9 -1 558.9 psf 0.869 ft Eq. 9 -2 1,178.5 psf 0.246 ft Eq. 9 -3 674.1 psi Eq. 9 -1 1 ,778.2 psf Eq. 9-2 1,586.7 psf Eq. 9.3 907.6 psf ( values for moment are given per unit width of footing ) ACI 9 -3 1.03 k -ft/ft 2.37 k -ft/ft 1.28 k -ft/ft 107.517 psi 2.335 psi 4.278 psi 2.861 psi 215.035 psi 16.453 psi 9.499 psi 0.869 ft 0.246 ft 00030 JAF To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Rey: 5103 :4 User: EW- e604941. Vol- 5.1.1, 24 -dttt -1649, W102 1e1 1067.99 CNERCA..0 Description Reinforcing ACI 9 -1 ACI 9 -2 ACI 9 -3 Combined Footing ( values given per unit width of footing ) Et Left Edge of CoI #1 Ru /Phi As Req'd 3.71 psi 0.244 in2 /ft 9.93 psi 0.244 in2 /ft 5.44 psi 0.244 in2 /ft ACI Factors ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9-2 LL ACI 9 -1 & 9 -2 ST ,...seismic = ST • : (per ACI, applied internally to entered loads) vmmemommmumm ACI 9.2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor 1.400 1.700 1.700 1.100 'Title : Dsgnr: Description : Scope : Job # Date: 11:38AM, 2 APR 03 00031 Combined Footing Design Page 2 9 :\flight \entry expansion \calculations \flight awimmer Between Columns Ru /Phi As Req'd 15.98 psi 0.244 in2 /ft 15.16 psi 0.244 in2/ft 12.54 psi 0.244 in2/ft 0.750 0.900 1.300 ® Right Edge of CoI #2 Ru /Phi As Req'd 13.64 psi 0.244 in2 /ft 12.22psi 0.244 in2 /ft 6.78psi 0.244 in2 /ft UBC 1921.2.7'1.4" Factor UBC 1921.2.7 '0.9' Factor amwel 1.400 0.900 JAI- ' .3 Design Sheet PROJECT fy, r i LOCATION CLIENT DATE 4 1/2 / BY (A =TCP..3 )(y f 6.S10 ") s y� K ri ro f� TErs1o,,N n R, , (s.7 rPR GooD G CNEcr 2)EARirJ G- O. 1 s O, S5 r L / X CG SoG x 15 ( 4 ►‘ = �5 MAGNUSSON KLEMENCIC E" ASSOCIATES • Structural + Civil Engineer() 0 0 3 2 k � s i.r /Qp% SHEET OtJ Co PEEL- L = 10 fPf'igr{ TekU `r` \R FZI(7r:on) Do + 1.7x6; J (O (f' f) 0,35Y (2 x O. z 1 q FR ?c> Or_ (O „ x P R( c.1S'r MaNCNT `A7TTAs s PPP d- Cor,,riNi rs.) rNTaSoG— Ok- =1,0) - ao CPS 61 et S Z • W O 0 E0 ("L L W u I I_ W z Z Zo uj U � O - aI- WW U. o z W -z 0E— z I ° sP Fil RAM Steel v7.2 Skilling Ward Magnusson RAM DataBase: Flight Entry-2 N:,.x Building Code: UBC2 wow ■ Column Line - 6.34ft - E0.5 Column Line 2.03ft - 3.66ft Level P Mezz 8.2 Column Line 72.21ft - - 60.05ft Level 03 Roof Mezz Gravity Column Design Summary Barkshire Inc. CoLuM DE s1159 (1003 04/02/03 09:58:15 Steel Code: ASD 9th Ed. 710$ Level P Mx My LC Interaction Eq. Angle Fy Size Mezz 9.3 2.0 2.6 1 0.25 Eq H1 60.0 50 W8X24 Column Line 1.67ft - El Level P Mx My LC Interaction Eq. Angle Fy\Size , gAv ` Roof 4.2 0.3 0.7 1 0.05 Eq H1-3 60.0 50 \ 10X33 Mezz 9.0 0.4 1.0 1 0.08 Eq H1-3 60.0 50 W 10 )(33 Mx My LC Interaction Eq. Angle Fy Size 1.5 2.5 1 '0.23 Eq H1 60.0 50 )24 Column Line EC - E1.2 Level P Mx My LC Interaction Eq. Angle Fy Size ID Roof 40.0 0.0 0.0 1 0.50 Eq H1 -1 0.0 35 HSS10.000X0.188 Mezz 40.1 0.0 0.0 1 0.51 Eq Hi -1 0.0 35 HSS10.000X0.188 Column Line EB - E1.1 Level P Mx My LC Interaction Eq. Angle Fy Size '� Roof 3.4 0.3 0.6 5 0.05 Eq H1-3 60.0 50 - iN( 19X33 Mezz 9.3 0.1 1.0 1 0.08 Eq H1-3 60.0 50 W 10X33 Column Line 9.54ft - O.00ft Level P Mx My LC Interaction Eq. Angle Fy S ize SC41 Roof 40.2 0.6 1.1 1 0.34 Eq H1 - 90.0 50 W X33 Mezz 48.3 1.0 1.8 1 0.27 Eq H1-1 90.0 50 1 33 Column Line EC - E2 Level P Mx My LC Interaction Eq. Angle Fy Size Roof 55.0 13.6 0.3 8 0.83 Eq H1 -1 0.0 35 HSS10.000X0.250 Mezz 55.2 13.6 0.3 8 0.84 Eq H1-1 0.0 35 HSS 10.000X0.250 Column Line 52.17ft - O.00ft IN t Level P Mx My LC Interaction Eq. Angle Fy Size I Roof 68.1 0.0 0.0 1 0.93 Eq H1 - 0.0 35 HSS10.000X0.188 plo STD Mezz 68.3 0.0 0.0 1 0.93 Eq H1 - 0.0 35 HSS10.000X0.188 P Mx My LC Interaction Eq. Angle Fy Size � 37.9 15.1 0.8 12 0.97 Eq H1-2 0.0 35 HSS 10.0 ''6.188 38.1 15.1 0.8 12 0.98 Eq H1 -2 0.0 35 HSS 00X0.188 RAM RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry-2 Building Code: UBC2 Gravity Column Design Summary 0 00'31 04/02/03 09:58:15 Steel Code: ASD 9th Ed. Column Line N1 - NA Level P Mx My LC Interaction Eq. Angle Fy Siz i B -43 Roof 30.0 0.4 15.8 10 0.91 Eq H1 -2 0.0 35 HSSSJ.40 Mezz 30.1 0.4 15.8 10 0.92 Eq H1-2 0.0 35 RSS10.000X0.188 Page 2/2 Column Line 86.84ft - - 60.05ft Level P Mx My LC Interaction Eq. Angle Fy Size g F Roof -4.5 1.0 3.1 18 0.20 Eq H1 -3 0.0 35 HSSi 000X0.188 Mezz -4.4 1.0 3.1 18 0.20 Eq H1-3 0.0 35 ASS 10.000X0.188 Column Line 94.15ft - - 72.72ft Nip. f Level P Mx My LC Interaction Eq. Angle Fy Si . e 9 Roof 19.2 0.0 0.0 1 0.25 Eq H1-1 0.0 35 HS ' :625X0.188 Tr Mezz 19.4 0.0 0.0 1 0.25 Eq HI -1 0.0 35 1-1818. X0.188 RAM Steel v1.2 SkiIhng Wan) Magnusson Berkshire Inc. M DeiaBase• Flight Entry.2 • : Building Carle. UBC2 Base flair level Meu. Column line .6140 • E0.5 BASEPI.ATE DIMENSIONS; N (Parapet to web) (In) . B (perpendicular 10 web) (in) Plate Thickness (in) Plate Fy (ks0 COLUMN DATA Column Slat Dead Lod (kips) Live Load (kips) Ultimate Load (kips) BEARING: Concrete fc (ksi) 4.01 Sire of concrete suppm (0 a Al 10.01 Area of concrete support (sq in) 144(1).01 Eff Area of support (A21 (sy in) . 12(11011 Area Required for Beenng (sy In) 3.3( Area of Plate (Al) (sy In) 67.51 Square Root of (A2!A1) 133: 0.60Pp (kips) CALCULATED DIMENSIONS: n1 IN- 0.95d1/2.0 (in) n (0.0.1(1h)R.O1in) Lamda n Iln) Thickness Required (in) Thickness controlled hy cantilever pinion. RAM Sex( v7.2 Ski(Iing Ward Magnus on Berkshire Inc. M DetaBuc: Flight Entry.2 • Building Code: UBC2 Base Plate level Mess. Column Line 2.030 - 3.660 BASEPLATE DIMENSIONS: N (parallel to web) (in) B (p-rpendicular to web) (in) Plate Thickness (in) Plate Fy (ksi) COLUMN DATA Column Size Dead load I ldps) Live Load (kips) UIIIrtWe Load (kips) BEARING: Concrete re (koi) 4.01 Size of aoncretc suppnn (It 1 ft) 10.01 Area of concrete support (sy in) 14400.0 Elf Area of support (A2) (sq in) 12(100.01 Area Required for Bearing (sq in) 230 Area of Plate (Al) (sq in) 67.51 Square Roo of (A2/AI) . 13.3: 0.60Pp (kips) CALCULATED DIMENSIONS; m IN 4954)/2.0 (in) n IB43.Iloh1/2.0 (in) Lamda n' (in) Thickness Required (in) Thickness controlled by cantilever portion. BAstrIaldbalcn Base Pldte Desittn 9.00 7.5(1 0.250 36.0 W6X24 4.02 3.40 13.46 0.733 1.152 0.223 1.794 0.121 9.00 7.50 0.250 36.0 WRX24 3.54 4.71 11.78 0.733 1.152 0.201 1.794 0.120 If 275.41 ,A,: 275.44 RAM c n • Skslhng Stc Wu d 7.2 Magnusson Barkthire Inc. M DataRa c. flight Entry-2 • _.J Building Code: UBC2 Base Mate kvd Men. Column Line 1.670 • F.1 BASF.PLATF. DIMENSIONS: N (parallel to web) Ito) 13 (perpendicular to web) (in) Mae Thickness Plate Fy (ksi) COLUMN DATA Column Stec Dea1 )nal (kip,) Live Loal.lkipst Ultimate Lod (kips) BEARING: Concrete fc (ksi) 4 01 Svc of concrcic support (0 a ft) . 10(1 Area of concrete support (sq in) . 14(6)(1 Elf Area of suppon (A2) Isy In) 11711.1: Area Required for Bearing (sq in) 3.1! Area of Plate (AI) (sy in) 99401 Square Roos of (A2/A() 10.9 0.60Pp (kips) CALCULATED DIMF.NSIONS: m (N.0.95d1/2.0(tn) n I B- O.$uh1n.0 Lando n' (in) Thickness Required (in( Thickness Con' mllnl by cantilever pinion. I� RAM Steel v7.2 Shilling Ward Magnusson Barkshire Inc. M DataBasc: Flight Entry-2 • ' Building Code: UBC2 Base Plate level Merz. Column Line EC • E).2 BASF.PLATE DIMIF.NSIONS: N (parallel to web) (in) B (perpendicular to web) (in) Plait 'Thickness (in) Mae Fy(kal) COLUMN DATA Colunm Sine Deaf load (kips) Live Load (kips) Ultimate load (kips) CALCULATED DISIENSIONS: m (N- O.k0ll/2.0 (in) n I B4f10h►n.o (tn) Thickness Required (in) Checked fin cantilever potion only !lace Plate Deslaa Fast. Plate Design BEARING: Concrete fc Iksi) Sin of concrete suppm (It a f0 Area of concrete support (sq in) Elf Area of suppm (A2) (sq in) Area Requited for Bearing (sq in) Area of Plate (Al ) (sq in) Square Riau of (A2/A1) 0.60Pp (kips) 00035 11.00 9.00 0.230 36.0 W IOX33 2.60 5.97 13.01 0.876 1.316 0.160 2.200 0.119 11.00 11.00 0.500 36.0 HSS 10.000X0.1 Rg 24.69 15.17 55.27 1.500 1.500 0.252 IA. 403.9: LA 4.01 10.01 14400.11 14400.01 13.3' 121.01 10.9: 493.6) Z 1 - Z w 2 U0 co 0 • LU J = W LL 50 LL. LL Q I F w Z w� U � oI- w W I- w U= 0 �_ z RAM Steel v7.2 I Skllhng Ward 6tagnusstn Berkshire Inc. DataBue: Flight Entry-2 Zi ' • I Building Code: (IBC2 Base Plate level Metes Column Line ED • ELI BASEPLATE DIMENSIONS: N (parallel in web) (in) . B (perpendicular in web) gin) Plate Thickness (in) Plate Fy (ksi) COLUMN DATA Column Size Dead Load (kips) Live Load (kips) Ultimate Load (kips) BEARING: Concrete fc ( Size id concrete support (it a It) Area of concrete support (sq in) Eff Area of supptn (A21(sq in) Area Required for Bearing (sq in) Area of Plate (Al )1sq in) Square Root of (A2/A I ) 0.6OPp (kips) CALCULATED DIMENSIONS: m IN -0.95(11 /2.O (in) n 1B -0.80h12.0 (in) Lanafa n' (in) Thickness Requited (in) Thickness controlled by cantilever pinion. F t RAM Steel v7.2 ` Skilling Ward Magnusson Berkshire Inc. RA M Database: Flight Entry-2 • ∎ Building Code: UBC2 Base Plate level Mee; Column Line EC • E2 BASEPIATF. DIMENSIONS: N (parallel to web) (in) B (perpendicular to web) (in) Plate Thickness (in) Plate Fy (ksi) COLUMN DATA Column Size Dead Load (kips) Live Load (kips) Ultimate Load (kips) BEARING: Concrete fc (ksi) Size of concrete supp(n (fl a is) Area of concrete supptn (sq in) Eff Arca of support (AZ (sq in) Area Required for Bearing (sq in) Area of Plate (Al ) lsq in) Square Root of (A2/AI) 0.60Pp (kips) CALCULATED DIMENSIONS: m IN- O.NOJ)2 0 (in) n113-0.8014/2.0 (in) Thickness Required (in) Checked for cantilever porition only ¶ DRS! Plate Design lase Plate Deslen 11.00 9.00 0.25(1 36.1) W10X33 4.79 4.53 12.99 0,878 1.316 0.180 2.2(1(1 0.118 11.00 11.00 0.500 36.0 HSS I0.000X0.250 40.81 25.24 89.36 1.500 1.500 0.320 ■4o 4.(11 10.18 144(8) 11781.8: 3.11 99.01 10.9 403.9: 4.0( 10.01 14400.01 14400.01 21.91 121.0( 10.9: 493.61 t il l RAM Steel v7.2 I Skilling Wand Magnusson Barkshlm Inc. M Dateltane: Flight Entry.2 •- • • Building Code. UBC2 Base Plate level .Mess. Column Line 9S40 • 0.00(5 BASF.PI.ATE DIMENSIONS: N (parallel In wch( On/ B (perpendicular to wch) on) Plate Thickness (in) Plate Fy 1 ksi l COLUMN DATA Column Size Dead Load (kips) Uve Load (kips) Ultimate Load (kips) CAI.CUI.ATED DIMENSIONS: III IN-0.95(11/2.0 on) n113-011011/2.0 (in) Luttda n' (in) Thickness Required (in) Thickness controlled by cantilever portion. , \1 RAM Steel v7.2 Skilling Ward Magnusson Berkshire Inc. RAM DetaBasc: Flight Entry-2 �•' Building Code: UBC2 Bane Plate level Meta, Column Line 52.170.0.00ft BASF.PLATE DIMENSIONS: N (parallel to wch) (in) B (perpendicular to web) (In) Plate Thickness (in) Plate Fy (ksi) COLUMN DATA Column Size Dead Load (kips) Live Load (kips) Ultimate Load (kips) 0.60Pp (kips) CALCULATED DIMENSIONS: m IN 4).10012.0 (in) n IB -0.k(1h12.0(in) Thickness Required (in) Checked (ter cantilever portion only r 4. I ase Plate Desieq 0.MIPp (kips) lase Plate Design 00036 W10)(33 BEARING: Concrete fc (lest) Size of concrete support Ift s It) Area of concrete support (sq in) Ell Area of support (A2) (sq in) Area Required for !fearing (sq in) Area of Plate (A111sq in) Square Root oI'A2/AI) BEARING: Concrete fc ( Size of concrete support (It a It) Area of concrete support (sq in) Eff Area of support (A2) (sq in) Area Required for Bearing (sq in) Area of Plate (Al )(sq in) Square Root (A2/A I) 1118) 9 00 0.5110 36 0 28.61 211.20 66 64 0.878 1.316 0.422 2.2(8) (1.268 11.00 11.00 0.500 36.0 HSS 10.000X0.188 42.75 25.90 92.73 1.500 1.500 0.326 4.01 10 (II 144(81.(8 11781.8: 16.3: 99.01 10.9 403.9: 4.0( 10.01 14400.01 14400.01 22.7: 121.11 10.9: 493.6? R Steel v7.2 . Skilling Wand Magnusson Berkshire Inc. M DataBase. Flight Entry.2 • Building Code: UBC2 Base Plate level Men. Column Line 72.2111 • 440.0511 BASEPI.ATF. DIMENSIONS: N (parallel in web) (in) . B (perpendicuiario web) On) Plate Thickness (in) Plate Fy (lest) COLUMN DATA Column Sire Dead Load (kips) live Load (kips) Ultimate Load (klps) CALCULATED DIMENSIONS: m IN•)) lOdI /2d) (in) n I B•O.sohnO (in) Thickness Required (in) Checked for cantilever pinion only {\�\ RAM Steel v7.2 �`. Skilling Ward Magnusson Berkshire Inc. M DataBase. Flight Entry.2 , •t Building Code: UBC2 Base Plate level Meat Column Line 86.8411 • •60A5fl BASEPI.ATE DIMENSIONS: N (parallel to web) (in) B (perpendicular to web) (in) Plate Thickness (in) Plate Fy (ksi) 0,6OPp (kips) CALCULATED DIMENSIONS: m IN.0.K0k1l/2.0 (in) n18-0.80(4/ 0 fin) Thickness Required (in) Checked for cantilever pinion only y Base Plate Design ni 5 Base Plate Design NSS 10 (K1)X0. I li 25.34 17.80 58.89 BEARING: Concrete Pc (ksi) Sire of concrete support (It a h) Area of concrete suppon (sq In) Elf Area of support (A2) (sq in) Area Required for Beanng'(sq in) Area of Plate (Al) (sq in) Square Root of ( A2/AI) O.6OPp (kips) COLUMN DATA Column Size NSS I0.000XO.I1x Dead load (kips) -1.54 Uve Load (kips) 2.03 Ultimate Load (kips) 1.40 BEARING: Concrete rc (ksi) Sire of concrete suppon (It a 0) Area of concrete suppon (sq in) Eff Area of support (A2)(14 in) Area Required for Bearing (sq in) Area of Plate (Al) (sq in) Square Root of (ALAI) 14 I 1 RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. M Database: Flight Entry.2 Building Code UBC2 Base Plate level Men, Column Line N I • NA BASEPI.ATE DINIF.NSIONS: 11.00 N (parallel to web) (in) II AO B (perpendicular to welt) (in) 0.5(X) Plate Thickness lie) 36.0 Plate Fy (ksi) COLUMN DATA Column Stir NSS I0.000X0.1(t(( Dead Load (kips) 19.95 Live Load (kips) 11.80 Ultimate Load (kips) 42.81 BEARING: 4.0( Concrete rc (ksi) 4 1011 Sire of concrete support l0 a 10 10.(1 1440(1.0) Area of concrete support (sq in) 14400 01 14400.(1 ElI Area of suppon (A2((sy in) 144(1).0) 14.4: Area Required for Bearing (sq in) 10.4' 121,(1 Area of Plate (Al )IsgIn) 121.01 10.9 Square Root of (A2/AI) 10.9: 493.61 O.60Pp (kips) CAI.CUI.ATF.D DIMENSIONS: 1.500 or IN•(l.80d1/2.0 (in) 1.5(11 11113.0.801 (in) 0.2M) Thickness Require) (in) Checked for cantilever potion only 444 493.61 RAM Steel v7.2 Skilling Ward Magnusson Barkahire Inc. RAM DataBux: Flight Entry•2 • -•• • Building Code: UBC2 Base Plate loci Men, Column line 94.)511 • •72.728 BASEPI.ATE DIMENSIONS: 11.00 N (parallel to wen) (in) 11.00 B (perpendicular to web) (in) 0.250 Plate Thickness (in) 36.0 Plate Fy (ksi) COLUMN DATA Column Sire HSS14.625X0.Il0 Dead Load (kips) 12.20 Live Load (kips) 7.59 Ultimate Load (kips) 26.79 BEARING: 4.01 Concrete Cc (ksi) 4.0) 10.01 Sire of concrete suppon (ft is 10.01 14400.01 Area of ctrocretc suppon (sq in) 14400.01 14400.0( Elf Area of suppon (A2) (sq in) 14400.(1 Area Required for Bearing (sq in) 6.St 121.01 Area tit Plate (A1)(sgin) 1000 10.9: Square Rant of (ALAI) 12.01 0.60Pp (kips) CALCUI.ATF.D DIMENSIONS: 1.500 m IN-0.8002.00n) 1.500 n 1B-0.80111/2.0 On) 0.040 Thickness Required (in) Checked for cantilever pinion only lase Plate esten N 7 A 00037 Base Plate Design Es/C 11.00 11.00 0.250 36.0 1.5(11 1.5(X) 0.222 10.00 10.00 0.250 36.0 1.550 1.550 0.199 493.61 Iii 408.131 F loor Map RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. RAM DataBase: Flight Entry-2 INTERNWTnc..A1 Building Code: UBC2 Floor Type: Mezz -new 00038 04/03/03 14:20:19 RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry-2 Building Code: UBC2 Floor Type: Mezz-new Floor Map 00039 JAF 04/03/03 14:20:19 RA Surface Loads RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry-2 Building Code: UBC2 Floor Man nom Page 2/2 04/03/03 14 :20:19 Label DL CDL LL Reduction Mass DL psf psf psf Type psf 11= Mezz 80.0 50.0 125.0 Unreducible 0.0 cD •• 4:t � d 14A 21: W 5* �Q N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. So1Nbn: Envelop. SWMB, Inc: SWMB, Inc. 76281.20 WI4x30 W14X30 MoF Entry Roof April 28, 2003 9:37 AM MoF Entry Prow•tinal.R3D ~ W QQ : � JU 0 O W J = w — o 5 Q I W Z t 1- 0 Z F- LU uj U O o W F-- H u. O iLI o O Z CH C10X15.3 ' tON IO 4.49 90 TAPER . STL .... .21 .38 - BenPIN W14X30 STL 9.237 1.2 1.2 19.6 291 TAPER W14X30 - TO -W6 STL 8.77 1.2 BenPIN 19.756 9.237_ Li N W14X48 - 90__ 90._ W14 l STL STL, 1.2 51.4 BenPIN 1.46 0 ._.._ - 4.882 14.1 1.2 1.2 . 90 _ W14 _ STL - TAPER -2 W14X4B -TO-We STL BenPIN 1.2 - 7.197 CH C10X15.3 STL 4.49 1.2_ 1.2 2.28 _67.4_ .21 .38 - W14 W14X30 STL 8.85 1.2 1.2 19.6 291 TAPER W14X30 - TO -W6 STL 8.77 1.2 12 19.756 ! 293.03 .333 0 W14.2 W14X48 STL 14.1 1.2 1.2 51.4 I 485 1.46 0 ._.._ W14 -3 W14X48 STL 14.1 1.2 1.2 51.4 485 1.46 - TAPER -2 W14X4B -TO-We STL 13.804 1.2 1.2 50.815 471.335 1.233 - 78.355 1 - - '2 72.213 -60.05 0 0 No 80.668 -60.05 0 0 No 3 86.838 -60.05 0 0 No 5 87.918 - 61.921 0 0 No 6 80.668 - 64.932 0 0 No 7 70.168 - 68.107 DL 1.2 - _ _ -8 _ - 87.918 0 ._.._ ... 0 No -69.118 9 94.151 .716. ._. - 10 - ` 60.668 - -_72 -74.169 - - . 0 ...._ _ 0_ �___ 0 _ -_._ ______ No 12 87.918 - 78.355 0 14 102.15 - 86.572 0 0 No ( 1 -... wind -1... �-I Ti WL L. 1 _ ..._.... DEAD.. ..... L.. L_. 1 1 ... I 1 . DL - --- -.._ 1 3 (__UBC 12.1 1 y I I c I 11 DL 1.4 1 4 1 UBC 12.2_1a) I v 1 1 c I 11 DL 1.2 LL 1.6 15 I UBC 12-3 (a) I y i 1 c 1 DL 1.2 LL .5 , I I Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Global Steel Code Allowable tress increase Facto FAME)„_, Include Shear Deformation Include Warping Display Sections for Member Calcs Max Internal Sections for Member Caics Redesign Sections IP -Delta Analysis Tolerance Vertical Axis Z Area Load Mesh (Ir>^'2), __ 144__ _ Merge Tolerance (in) y, -- .12 Sections Section LRFD: AISC 2nd, AISI 99_ YesYes _._. _____ -- _ .... Yes 5 97 Yes 0.50% Database Shat e Material Label MoF Entry Roof Area tin) "2 SA(yy) SA(zz) 1yy in 4 April 28, 2003 9:36 AM Checked By:_ I z -z in J (Torsion) T/C inN Materials !General) Material Label Young's Modulus Sheer Modulus Poisson's Thermal Cool. Weight Density Yield Stress (ksi) (ksi) _ Ratio _. (per . 10^5 F) .... (kin ^3) (ksi) (- STL 9000.- -1 - 9 ._ -I- -3 _I__ -- .65 - I .49 I. 36 Joint Label Member Label I Joint at J Joint X Coordinate (ftl Boundary Conditions Joint Label X Translation Y Translation (k/in) (hAn) Reaclion Reaction Reaction Reaction Reaction 1 3 9 Reaction ?........._.._ __ . Reaction___. __,Reaction Member Data X -Axis Rotate degrees K Joint Y Coordinate ( Shape / Section Set Z Coordinate (n) 3 Translation (k/iin) Reaction Reaction Reaction . _ Reaction __.. Material Phya Set Mernb TOM - ,fix rz Joint Temperature (Ft RtSA -3D Version 4.5b (I:\Flight \Entry Expansion \Caiculations\MoF Entry Prow- Iinal.R3DJ Detach Irom Diaphragm Page 1 MX Rotation MY Rotation MZ Rotation (k•ft/rad) (k•IVred) (k•fVrad) End Releases End Offsets Inactive I -End J -End I -End J•End Code Length xyz xyz {n) 12.124 8.372 16.434 2 4 5 7 10 12 14 10 12 90 C STL 90 90 CH I STL CH i STL Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Member Da continued Member Label I Joint 7 8 .._.. . . 9 12 13 14 15 16 J Joint X -Axis K Joint Rotate degrees 3 5 9 1 5 9 90 W14-3 STL 90 W14-3 , STL 14 90 TAPE11•2 STL 2 1 90 W14 I STL 3 90 W14 I STL BenPIN 1 BenPIN Basi Load ase Data BLC No. Basic Load Case Category Description Code 1 1 Dead DL I 2 Live LL 3 Wind Uplift I WL Distributed Load Patterns Pattern Label ___ DEAD OEADTAPER LIVE LIVETAPER WIND -- INDTAPER Load Combinations Z Z 90 90 Category Description Dead Load Live Load Wind Load Direction Start Magnitude Z r ...(k/I,F). Z 1... -1 ..._ Z -.75 Z -.75 0 MoF Entry Roof Shape / Material Phys End Releases End Onsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM ._xyz xyz . . xyz xyz _ _ (in) � (in) .. - . - - (n) W14-2 I _ STL__ : BenPIN r __ 1 9.761 W14-2 t _ STL - - - - 8.372 W14 -2 I STL BenPIN 7.197 1 End Magnitude (Mt, F) -1 0 -.75 1.67 1.67 1.67 0 Joint Loads/Enforced Displacements. Category : DL. Joint Label llload,(Mtass.or Direction [D]isplacement 1 2 I L I Z J oint Loads/Enlorced Di splacements. Category : LL. Joint Label llload,Ihttess,or Direction [Displacement I:... .2 l _ L I: Z Gravity X Y Z Joint .1 15 BLC 1 : Dead Point Start Location ` (It or%) Magnitude (yk•ItJn, red k's/2/fl) I -.99 BLC 2 • Llve Magnitude (k, k -n, in, rad, k'a ^2/ft) ri RISA -3D Version 4.5b (I: \Flight\Entry Expansion \Calculations \MoF Entry Prow- Iinal.R3D) April 28, 2003 9:36 AM Checked By:_ Load Type Totals Pattern Direct Dist. Dist. _ Area Surf. 15 I.. End Location _ (nor':) _ 0 o . 0 J 0 0 2.16 12.465 15.999 8.455 6.17 Factor BLC _ Facto Page 2 z Z Ice W J 00 to LU -i i- N N Il W 0 LL Q _ • a W Z N 0 W • W 0 a � _ O I- W W W Z W U Z 0 Z - - _ 4 -- -.. 4 max im 0 DL .636 8 0 -. 1.583e2I 4 1 2230.944 8 NC 0.000 1 min 0 . 3 -1.618 0 JJJJJr I - 5.919e -3 : B 907.033 4 NC 5 max • 0 1.3 , LL .761 1 8 0 min 1.5830.2 1 4 , NC max NC , _1__ min 0 maxi__ 0_ rain ; 0 © iC) -1.944 4 _ .761 _ _8 1.944 4 II 0 -- 0 -- - 0 0.000 0.000 - 5.919e -3 ! 8 1 NC 1 NC 1 1.583e•2 ; 4 L NC _. II- •5.919e -31 8 NC __ ____NC __j__ NC 1 .9 2 max 0 3 .809. 8 0 3 1.576e•2 i 4. 2931.349 8 NC 2.566 4 min • 0 3 -2.077 4 0© 0.0 3 I 0.000 0.000 - 5.863e - 3 8 1206.343 4 NC 3 I -1.036 8 3 36.123 4 _ 3 I 10.076. 8 3s 3 3 .83 8 0 3 1.570.2 4. 2402.879 B NC 10 max 0.00 3 . 0.00 mint 0 3 -2.145 40 0.00 1 3 0.00 3- 5.808e•3 1 8 986 02 4 NC 3: 0.000 3 I - 0.00 3 .816 8 3 I -2.142 4- 4 max : 0 3 .831 8 0 3 1.563e -2 i 4 • 3545.066 8 NC I , 3 0.000 13 - 0.000 3 .3830 3 - -1156 14 min I 0 1011114103111 11131 0 3.5.752e•3 ' 8 • 1452.369 4 NC 5 max' 0 F .816 1 2.142 co 0 F 1.556e•2 _4 _ .. NC___ • __. •_, NC •_ - min t t I - 5.696e 8 N NC 5 1 max 0 .816 B 0 3 1.5b6e -2 4 NC NC min 0 3 -2.142 4 0 3 •5.696e -3. 8 NC NC 2 max 0 • 3 .759 18 0 3 1.466e -2 • 4 3810.25 8 NC min 0 3 -2.035 4 UPI - 5.355e -3 . 8 1418.086 4 NC 3 max 1 0 .663 • 8 0 1.377e•2 1 4 3118.105 8 NC min 0 © -1.823 4 0 - 5.014e -3 . 8 1136.186 4 NC 4 maxi 0 .532 8 1 0 1.287e -2 4 4826.856 NC min . 0 _ -1.517 __, 4 I 0 - 4.6720.3 . 8 1 1726.257 NC 5 maxi 0 .383 B 0 3 1.197e•2 ; 4 NC NC i,_ _ min i -1.1 6 r -4. 1.- N N max 0 ©0 ©0© 1.307e•2 1 4 NC NC min o ©O ©IIIIII311111© - 5.429e -3 8 NC NC 2 max 0 3 .082 8 0 I© 1.267e•2 4; 8054.94 8 NC min I 0 3 •222 4 0 © •5.258e -3 8. 2902.952 4 NC max 0___ F .157 F 0 F 1.226e•2 1_4 NC _ __ min V 0 . _ -.427 0 - 5.087e -31 8 . 1829.564 NC 4 max 0 .221_ 8 O 1.186e•2.1.,4 .4 , 5831.98 NC I' min! 0 - ■ C) 6 J 4 0 ■ - 4.916e.3 8 ; 2114.46 E1 NC 5 max • 0 3 8 I 0 J® 1.146e -2 1 4: NC NC min : r Ir1 I 'I7 -4.74 -- : N N r 8 1 max . 0 3 .268 8 0 3 1.146e -2 4 N N(. min ; 0 3 -.726 4 I 0 3 -4.745e-3 8 NC NC 2 max 0 L .29 8_ 0 L 1.222e -2 4 i 3669.543 co NC , mint 0 -.783 4 I 0 - 4.929e -3 8 1360.43 NC 1 3 max I 0 L .295 8 0 cLi 1.298e•2 4 ; 2696.895 co NC , _. min i 0 _ -.794 I _ 4 0 - 5.1140 -3 B 1002.069 NC 4 max 0 JJ© .28 8 0 3 1.375e•2 4 3527.49 8 NC min 0 JJJ© -.754 01111111:a• 3 -5.298e-1; 8 ! 1314.651 4 NC 5 max 0 3 .246 8 1 0 3 1.451e -21 4_, NC NC min I 0 3 -.661 4 0 3 •5.482e•3 8: NC NC 1 9 1 max: 0 3 .246 8 0 3 1.451e -2 i 4 NC NC min I 0 3 •661 4 0 - 5.482e -3 8 1 NC NC 2 max i____ 0___ _.198___ 0 1.417e2 _4_;6412.773_ m�. _ NC min 1 0 ._ 3_ 3 -.532 0 •5.329e- 6 2409.965 NC max j 0 .139 8 0 1.383e•2 4 X 5604.896 NC min 1 Q •.372 4 0 _j - 5.175e -3 8. 2101.359 NC 4 max I 0 .071 B 0 1.349e•2�4 8960.272 NC min I 0 _3 3 •.191 4 0 •5.022e -3 8: 3353.351 NC 5 max 0 0 3 0 1.315e -2 4 I NC NC min , _3 -4.: 9• : ' N 12 1 max , 0 L 0 F 0 9.656e -3 4 N N(. min ' 0 0 0 •3.454e•3 8 ( NC NC _2 max' 0 3 .011 4 0 3 9.81u -3 , 4 . NC NC [_6__ BC 1YL1cI 1 1 DL 1_2.__WL -. 6 0.0 0 - I 3 0.000 I 3 0.000 1 .I . 3 max JJJJJr I UBC 12-4 (a 1711111112111111•11 1 DL 1.2 WL 1.3 , LL .5 0.000 0.00 min 9 max 0.000 : 3 1 0.000 3 26.745 4 1 8 0.000 0.000 3 3 1 [BJ UBC 12.6(c) IYI ICI 1 1 DL .9 WL 1.3 -9.076 7 max 1 J . 3 : 0.000 1 max min -- 0.00 3 t 0.000 31 ' 3.084 18 0.0 0 - I 3 0.000 I 3 0.000 1 I . 3 max 0.000_1_3_ 0 000 3 0.000_ 0.000 3 ___ 31 3.12____ B - 4.582 4 _ 0.00 3 3 I 0.000 _ _ 0.00 1 3 _ ,0.000 . _ ■ 3 0.000 13 1 0.000 0.00 min 9 max 0.000 : 3 1 0.000 3 26.745 4 1 8 0.000 0.000 3 3 0.000 3 0.001 3 0.000 : 3 0.000 1 3 1 - 5.9190.3 min 0.000 1 3 1 0.000 3 -9.076 7 max 0.000 . 3 : 0.000 3 2.566 4 0.000 3 0.000 i3 0.00_0_3 0.000 ) 3 I 0.0 3 I 0.000 0.000 min max 0 00 0.000 3' 3 � 0.000 0.000 09 3 I -1.036 8 3 36.123 4 _ 3 I 10.076. 8 0.000 3 0.000 t 3 I Reaction Totals : Min 0.000 I 1 max 0.000 3 0.000 3 0.000 8 1.555e-2 4 :7.901e4: 4 -6.193e-3 8 1.319e -4 I B 0 1 3 0 I 3 I �_�J.0__ 0 min 0.000 1 3 0.000 3 I I 0.00�I 4 2 max 0.000 3 3 .24 8 m n min 0.000 0.00 3 0.000 - 3 - 0.000 I - 3 I -.0511 4 3 1_0.000_1_ - I 0.00 8 6.747e•3 I •1.748e.4 , 4 .8.684e -4(4 - 7151e3I 8 I ' 0 3 i 3. 0 13 I 3 min 5 max. min _0.00, , 1).00 0.000 3 1 0.000 _3 _.044 _4_ 3 -.016 8 3.911e -3 4 . 1 3.476e-3 8 - 1.411e -3I 8 I.9.606e -3 4 _ 0 __ 1 3 J 0 I LI - 5.9190.3 6 max min 0.000 0.0 0 3; 0.000 3 I 0.000 3 1 .268 8 3 I -.726 14 1.15e -2 . 4 1.349e -3 . 8 0 3 8 0 - 4.7e -3 18 •3.001e -3I 4 0 1 3 I 7 max 0.000 3 0.000 3 0.000 8 2.217e -2 : 4 6.736e -3 I, 4, 0 3 0 E i min 0.0 3 I 0.000 0.000 3 0.000 4 -8.459e-3 8.2.814e -3 ; 8 8 max min - 000 3 I 0.000 T 0.000 3I 0.000 3_ __i_ _ 1.0160.2, 4_. 4.283e -3 1 8 . •3.857e-3I 8 I.1.142e -21 4 0,._ _' 3 _._ _ 0 13 3 I -.661 .I 4 9 Max min _0.00 ._3_ 0.000_ 0.00 - I 3 I - 0.00 _3_ :_0.00__ 8 9.421e -3 ,.4.., 3.788e -3 8 3 I 0.00 14 •3.435e -3I 8 1.9.975e•3I 4 . ,,0__ .- ,3 0 13 10 max 0.00 3 . 0.00 3 .761 8 1.712e -2 4 . 7.519e-4 8 0 1 0 I_3 min 0.00 1 3 0.00 3 -1.944 4 - 6.4e -3 8 -2 0166 12 max 0.00 3: 0.000 3 I - 0.00 3 .816 8 3 I -2.142 4- 1.2870.2 4 3.505e -3 8 0 3 min 0.00 4.554e -318 f- 8.838e -3 14 0 1 3 14 max 0.00 3 0.000 13 - 0.000 3 .3830 3 - -1156 14 66.619e•3 4 4.833e -3 8 0 3 min 0.00 i - 2.211e -3 B - 1.248e -21 4 0 3 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 MoF Entry Roof Load Combinations (continued) , exrip tion Env WS PD SRSS CD BLC Factor OLC Factor OLC Factor BLC Factor EnvelopRea e c tions Envelope Member Deflections Member Labe! Sacdon x•Translate Lc y- Translate Lc 2-Translate Lc f n) ti ( ) in x•Rolate Iradiansl April 28, 2003 9:36 AM Checked By:_ Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment kI Le (k) Lc Ikl Lc (k -ti) Lc (k -ft) Lc_ (k•n) Lc Envelope Joint Displacement Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate in Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc JAI' Lc (n) Uy Ratio Lc (n) 1/z Ratio Lc RISA -3D Version 4.5b (1:\Fligttt\Entry Expansion \Calculations \MoF Entry Prow•final.R3DJ Page 3 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelope Member Deflections. (continued) MoF Entry Roof in in (in) (radians April 28, 203 9:36 AM Checked By:_ JAI Member Label Suction a- Translate Lc y- Translate Lc z- Translato Lc it-Rotate Lc (n) t7Y Ratio Lc (n) Lit Ratio Lc RISA -313 Version 4.5b Il: \Flight \Entry Expansion \Calculations \MoF Entry Prow- flnal.R3D1 f...r.w . c..d Page 4 CD max min --i �• -- 0 0 C) �_�J.0__ 0 _ -1 I 1.583e -2 •5.919e•3 4 I __ NC j 8 I NC . NC NC 2 max 3 .24 8 0 I 3 1.583o -2 42946.262: 8 • 1191 544 , 8 4 NC_j_ min 3 -.608 4 0 3 - 5.9190.3 NC 3 max 3 .457 8 0 1 3 1.583e -2 4' 1891.793 8 NC , ruin 3 -1.162 4 1 0 3 •5.919e•3 B' 766.351 1 4 NC� Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 MoF Entry Roof Load Combinations (continued) , exrip tion Env WS PD SRSS CD BLC Factor OLC Factor OLC Factor BLC Factor EnvelopRea e c tions Envelope Member Deflections Member Labe! Sacdon x•Translate Lc y- Translate Lc 2-Translate Lc f n) ti ( ) in x•Rolate Iradiansl April 28, 2003 9:36 AM Checked By:_ Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment kI Le (k) Lc Ikl Lc (k -ti) Lc (k -ft) Lc_ (k•n) Lc Envelope Joint Displacement Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate in Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc JAI' Lc (n) Uy Ratio Lc (n) 1/z Ratio Lc RISA -3D Version 4.5b (1:\Fligttt\Entry Expansion \Calculations \MoF Entry Prow•final.R3DJ Page 3 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelope Member Deflections. (continued) MoF Entry Roof in in (in) (radians April 28, 203 9:36 AM Checked By:_ JAI Member Label Suction a- Translate Lc y- Translate Lc z- Translato Lc it-Rotate Lc (n) t7Y Ratio Lc (n) Lit Ratio Lc RISA -313 Version 4.5b Il: \Flight \Entry Expansion \Calculations \MoF Entry Prow- flnal.R3D1 f...r.w . c..d Page 4 CD _ 2 ___ _ 19 min 1 0 3 •.004 1 8 I 0 i 3 •3.519e•3 8 NC 1 NC f 1 NC 1 3 max 0 3 .022 4 0 3 9.965e -3 4 NC i NC 3 .968 14 min 0 3 -.008 8 0 i 3 - 3.5850.3 8 I NC 1 NC -.364 I 8 4 max min 0 0 ^ NC I . .033 _ -.012 la ml __ i 3 0 13 1.0120.2 •3 65e•3 4 ` NC__ 8 I NC 4 8 NC tt_ NC 1.013e -2 4 167.694 -3.894e-3I 8 437.57 Fs. Ul V' CO N 0 C., C.2 0 rn om n n _5 ma __0___ 3_ .044___ 4 0 __j 3 1.027e•2 4 1. NC 9.483e -3 i 4 104.891 NC NC min 0 3 •016 8 0 3- 3.716e -3 _ __ 8 I NC NC NC 5 I 13 1 max 0 • .044 4 0 ) 3 1.027e -2 4 I NC NC 0 3 • 816 min 0 3 -.016 8 1 0 1 3 - 3.716e•3 B 1 NC 20 NC max j 0 2 max 0 3 .089 4 0 3 1.104e -2 4 12654.992 4 NC min ; 0 3 min 0 3 -.032 8 0 3 •4.036e•3 8 : 7442.433 8 NC r� rl .22 -.061 3 _ max min 0 _ 0 8.814e•4 j_ 4 - 3.1510.41 8 I NC ___,106___ -.038 am 0 0 �- 3 1.181e -2_ :4.357e -3 4 1781.284 8 359 a NC _ _ NC . - _____I 0 4 max_ 0_ 0___ 0 1.258e•2 2127:896 8 4 NC 4 max ; 0 min 0 __.081_ -.028 + 0 _ 0 v ; Cn - 4.677e•3 _4 8 16167 .453 co _ NC NC 5 max 0 3 0 3 0 3 1.3350.2 4 I NC NC 268 8 min r -1.349e-3 13 NC r N r - 4.99: •• max min N �I N 8 0 4 0 14 1 max 0 3 0 3 r 3 1.335e•2 4 NC N CI CI 4.081e -3 , 8 462.78 - 1.097e -2: 4 1 171.519 min 0 3 0 3 0 3 -4.998e•3 8 NC NC 0 _2 _, max 0 NC • __ 8,.j___ 0 3 1.354e•2 4 1 2766.522 8 NC j .. 3 -.28 min 0 3 -.207 4 I 0 3 •5.071e•3 8 1 929.278 ,. 4 NC max t _3_ max 0 _ 8 I 0 .164 _ 8 0 3 1.373e•2 4 j 1172.1948 NC min I 0 min 0 4 1 0 __ -.491 4 0 1 3 - 5.144e•3 8 i 390.934 14 NC min I 4 max • 0 3 .271 8 0 3 1.393e -2 4 I 708.32 8 NC min 0 3 •.816 4 I 0 3 •5.218e -3 8 I 235.25 I 4 NC 5 max 0 3 .383 8 0 3 1.412e -2 4 1 501.326 j 8 NC min 0 3 -1.156 4 0 3 •5.291e -3 8 1 166.085 I 4 NC 1 15 1 max 0 3 0 3 0 3 1.555e -2 4 NC NC min 0 3 0 3 0 3 •6.193e -3 8 NC NC 2 max_ min 0 0 CllC) - .003__ .021 co 0 0 1.5888.2 _4_ - 6.331e•3 I I aim N N m . m m p lc _ NC _ NC� NC _ NC ____ 3 max 0 3 -.006 B 0 3 1.62e -2 4 I NC NC min 0 3 -.038 4 0 3 - 6.47e -3 8 8225.026 4 NC 4 max 0 3 -.008 8 0 3 1.653e•2 4 NC 1 NC min 0 3 •.049 4 0 3- 6.GO8e•3 8 19472.1231 4 NC 5 max 0 3 •.008 8 0 3 1.686e -2 4 I NC NC min r 1 • r 1 4 r • .7470- N N 16 max r .008 r 1.686e -2 4 N N min 0 -.051 _ _ 0 3 - 6.747e -3 8 ; NC NC 2 max 0 3 -.007 8 1 0 3 1.709e -2 4 I NC NC min 0 3 -.044 4 I 0 3 -6.848e-3 8 f NC NC 3 max 0 3 -.005 8 0 3 1.733e -2 4 NC 1 NC min 0 3 -.032 4 0 3 -6.949e-3 8 NC NC 4 max 0 3 -.003 8 0 3 1.757e -2 4 NC NC min 0 3 -.017 4 0 3 •7.05e -3 8 NC NC _ 5__ ma 3 0 3 0 3 1.7Bta•2 NC NC min _ ^ 0 _ 0 3 __ 0 . _ _ 3 � 0 _ 3 • 7.1518 -3 m rl ___ NC NC 1 ___ 18..__. 1 max min 0 3 .726 4 0 8� 0 3 3.0010-3 _ 4 _ 3- 1.3408 -3 8 _ NC ___NC NC____ NC _! 0 3 -.268 2 max 0 3 1.044 4 0 3 2.755e -3 4 4 NC min 0 3 •.398 8 0 3 •1.2e -3 _18263.589 8 NC NC 3 max 0 3 1.356 4 0 3 2.5090 -3 4 15200.759 4_ NC min 0 3 -.525 8 0 3 -1.051e-3 8 NC NC 4 _ max min ___0_ _ 0 co 1.657_ -.646 fa m 0 0 2.263e -3 4 6326.91 •9.012e -4 8 NC I N z C') a c y al ) cn N N 0 N I CI I II 4 NC NC 5 max 0 3 1.944 4 0 3 2.016e -3 4 NC NC min 0 3 .761 8 ., . 0 3 •7.5190.4.8 NC NC _ 2 ___ _ 19 1 max, min 0 0 3 3 .661 i 4 0 3 3 1.142e -2 i 4 1 NC NC 1 I en i m -.246 18 0 - 4.283e -3 18 . NC NC 1 2 max , 0 3 .968 14 0 3 1.077e_2 , 4 361.406 4 NC min , 0 3 -.364 I 8 0 , 3- 4.089e -31 8 1 946.647 8 NC I 3 max min ; 0 0 cl 1.322 -.5 4 8 0 0 1.013e -2 4 167.694 -3.894e-3I 8 437.57 Fs. Ul V' CO N 0 C., C.2 0 rn om n n IV CO NC NC 4 maxim 0 3 1.18 4 0 3 9.483e -3 i 4 104.891 4 NC min I 0 3 -.652 8 0 3- 3.699e -3 8 1 273.043 .8 NC 5 maxi 0 3 2.142 4 0 3 8.838e -3 , 4 1 74.853 4 NC min 1 0 3 • 816 8 0 3 •3.505e -3 8 194.612 8 NC 20 1 max j 0 3 .051 4 0 3 1.748e -4 14 NC NC „ 21_ _ __ _ min ; 0 3 .008 8 0 3 2.967e -5 18. I NC NC 2 max, mini 0 0 r� rl .22 -.061 a 0 _ 0 L C ! 8.814e•4 j_ 4 - 3.1510.41 8 I NC _ NC___ NC __ _ 3 max I 0 3 .389 4 0 3 3 3 1.588e_3 i 4 l NC -6.598e-41 8 I NC 2.295e -3 I 4 NC NC NC NC min I 0 3 -.13 8 4 0 0 4 max ; 0 3 .557 min 1 0 3 -.199 8 0 3 -1.005e-318 NC NC 5 max min ' 0 9 3 3 .726 4 0 3 3.001e-3 I 4 NC NC 268 8 0 3 -1.349e-3 13 NC N Lil 1 max min 0 0 �I .246 661 8 0 4 0 L 4.283e - 8 , 328.811 - 1.142e -2 • 4 122.478 CO NC NC 2 max mini . 0 _ 0 IC, C7 17 46 8 0 4 0 CI CI 4.081e -3 , 8 462.78 - 1.097e -2: 4 1 171.519 I m NC NC 3 max 1 0 3 .103 8 0 3 3.B8e -3 1 8 721.901 8 NC • • min I 0 3 -.28 4 0 3 -1.051e-2 j 4 266.524 4 NC 1 4 max t 0 3 .042 8 I 0 3 3.678e-3__ 8 1478.06 8 NC ! min I 0 3 -.115 4 1 0 3 -1.006e-2 , 4 544.369 4 NC 1 5 min I 0 016 B 0 9.6060.3I 4 NC • JU Z Z ma n� m 0 D o Tr CI ?i co CI NC _ 2 ___ _ 1 max; • nl 2.566 la ;vs en I en i m Lil CI C.) CI CI la ITC Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 MoF Entry Roof April 28, 2003 9:36 AM Checked By:__ Envelo Member D ef l ec ti o n s. (continued) Member Label Section a•Tranetate Lc y•Tranalate Lc z•Tanalate Lc a-Rotate Lc (n) Uy netio Lc (n)'Uz Babe Lc bN ( in ) n radiansl RISA -3D Version 4.5b (I:\Flight\Entry Expansion \Calculations\MoF Entry Prow- final.R3DJ Page 5 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelope Member Deflections continued Member Label Section x•Tranatate Lc y-Translate Lc z- Translate Lc x•Rotate Lc (n) L/y Ratio Lc (n) Uz Rata Lc ped Envelope Member Section Forces MoF Entry Roof ( ) k) (k) RISA -3D Version 4.5b II: \Flight \Entry Expansion \Calculations \MoF Entry Prow • April 28, 2003 9:36 AM Checked By:_ • (k-a Page 6 z ~ Z r4 2 JU O 0 U) 0 J H • I_ W 0 IJ_ I (.. Z Z 111 O U O (12 0 1- W W LLJ Z U U) O ~ z Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 762B1.20 Envelope Member Section Forces. (continued Member Label Section MoF Entry Roof RISA -3D Version 4.5b [I: \Flight \Entry Expansion \Calculations \MoF Entry Prow- Iinal.R3DJ Page 8 Mini Lc Shear y -y Lc Shear z•z Lc Torque Lc Moment yy Lc Moment z•z Lc (k) (k) (kl (k -fn 1k.hl (k -nt F- 14 1 max 0 J© 6.805_1 4 0 3 .002 8 0 © 62.342 4 min • 0 J© -2.22 8 0 [c7 - 005 4 0 © •20.114 8 2 max • 0 J© 5.351 4 0 3 .002 j 8 0 3 38.032 4 min ; 0 3 -1.739 ! 8 0 • 005 1 4 I 0 3 •12.196 8 3 max 0 3.897 0 .002 8 0 _.. _ 19.538 1 4 min I 0 -1.257 0 -.005 1 4 0 -6.204 • 8 0 max 0 J© 2.442 4 0 .002 1 8; 0 3 6.86 4 min j 0 -.776 8 0 -.005 I 4 t 0 3 -2.139 : 8 5 maj_0 .988 4 0 _002 I 8 0 3 0 3 min 0 -.294 8 0 -.005 i 4 I 0 3 0 ! 3 15 1 max' 0 1.682 4 0 .007 1 8 1 0 3 .004 j 8 min 0 J© .. • 2 DO •.016 4 0 3 -.009 4 max -.- _0 1.605 0 ,007 -_ ._ 8__I_ .._ -__ _ -.659 min 0 ■ .285 ' 0 - ■ .016 4 0 _ -3 .483 max _0 . 1.529 4 0 J© .007 1 8 • 0 © -1.201 MEN 8 min 0 .228 0 © •.016 4 0 © -6.795 4 max 0 © 1.452 ' 0 © .007 I B t 0 © -1.622 8 min r © .17 0 0 -.016 4 i 0 �c] •9.948 4 5 max 0 ECM n .007 8 I 0 � min I r cam] n�i�(c] • 4 r J ..... _ .16 ._- -.. 1 max 0 -.231 i 8 0 .007 8 0 -1.93 min 0 -1.978 4 0 -.016 , 4 I 0 •12.919 , 4 2 max 0 -.273 8 0 .007 8 ..... 0 -1.541 8 min � 0 -2.034 4 0 -.016 4 0 -9.825 4 max I 0 3 - 8 0 3 ` 8 3 .088 8 min I 0 3 -2.08.08 9 4 0 3 -.01.01 6 I 4 6 � 3 -6.645 4 max 0 3 -.356 8 0 3 .007 , B' 3 -.57 , 8 min 0 J© -2.145 4 0 © -.016 4 3 -3.38 4 5 maxi, 0 -.398 0 .007 18_ _ 012 18 . min i 0 -2.201 0 -.016 i 4 I - 028 4 E.. _1 __ maxJ. 0 - -1.089 - 0 - .003._(4._ -- -- -=' _. 0 1 min 0 -2.511 0 •.00 ' 8 -.807 © maxi 0 © .547 8 0 © .003 4 ' ©�r�1] MN min 0 © •1.295 4 0 (r] -.002 I B I 0 © •1.896 18 U max I 0 © .002 111311=31111111101 -003 j 4' 0 © 5.179 4 MI min 0 © -.084 0i© -.002 18 0 © -2.531 8 4.- ' ... 0 ■ " 1.122 .547 ■ ...0 - . -.002 8 ' p- 1 ■ .902 8 m in .. max_J. 0 - _ 2 . 323 .._ .4.._.. 0 • . _..:00 3. _ 0 ...0._._._ B .. min i 3 -1.1 0 3 -.002 1 8 0 3 1 3 L_ 19 1 max 0 3 3.049 8 0 3 .007 4 0 3 19 .017 0 - rain 0 3 -7 296 4 0 3 -.002 I B • 0 �] •46.741 ' 4 2 max 0 2.557 8j0 .007 ' 4 0 © 12.545 8 mint 0 -6.174 4' 0 -.002 1 8 0 3 • 31.19 4 3 ma 0 2.061 8 j 0 .007 4 0 3 7.211 ' B mkt ! 0 -5.057 4 0 -.002 8 0 ©- 18.224 4 4 max r _ 1.562 8 0 007 - 1 4 . ___ 3.027 8 min 0 ■ -3.945 4 0 ■ -.002 8 -7.831 4 U max 1 0 ® 1.059 8 0 JJJ© .007 1 4 0 8 min I 0 3 -2.838 4 0 3 -.002 1 8 ' 0 ' 3 20 max y� .547 0 .008 8 0 3 mint 0 •1.046 r -.17 4 © 0 max 0 © .267 ■ 0 ■ .008 8 .888 m m • 0 © -.41 0 -.017 4 •.496 8 max 0 .226 0 .008 I B 1.001 4 min j 0 . -.014 0 ■ •.017 4 -.651 B 4 _ maxi __• __ __• 3 _862, - _ _.008 1.8 ; �- 3_ .433 13 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelope Mfrmber Section Forces. fcontlnued) MoF Entry Root Member Label Section Mist Lc Shanty.) Lc Shearz•z Lc Torque kl (kl (k left RISA -3D Version 4.5b [I:\Flight\Entry Expansion Calculations\MoF Entry Prow- Iinal.R3DJ April 28, 2003 9:36 AM Checked By:___„ JA{ Lc Moment y -y Lc Moment z-t Lc (k -ftt lk lI) _ Page 7 Z F c 6U O 0 c a CO w J = H CO LL WO W Q • = Z III W Z ZF- W � Q U N a 1-- W W W U= O~ z min 0 3 .005 8 I 0 3 -.002 18 : 0 i 3 4 j 0 3 -7.23 : 4 2.321 1 8 3 max 0 0 ---- 3 3 .203 •.453 8 i 0 3 .004 min 4 0 3 -.002 8 1 0 3 -6.445 14 _4_ max min __ _� 0 ..__ .3 -.817 _ -- 0 0 .004 -.002 4 ! 0 --- 3 8 1 0 3 1.253 i B -3.771 I 4 5 max min _0 - 0 3 3 __.294._ 988 8 4 ._. 0 0 3 3 __ .004 -.002 4_ 8 0 __ 0 3 3 .002 14 0 i 8 1 max 0 3 9.713 4 0 3 .019 4 j 0 3 0 3 min 0 3 -3.426 8 0 3 -.009 8 0 3 0 3 2 max 0 3 9.068 4 0 3 .019 4 0 3 8.165 8 min 0 3 -3.265 8 0 3 -.008 8 0 3 - 22.921 14 3 max Min __0 0� _.8.424__ -3.103 0 0 ._ . -.008 4_ _ � 0 ____ 8 0 15.937 . ,_1 a__J - 44.269 4 _4_ Max. min 0 7.78 -2.942 0 0 .019 _.._ 4 0 0 23.315 8 64.044 1 4 ` 0 -.008 5 max 0 3 7.136 4 0 3 .019 4 3 30.298 8 ' t min max 0 0 3 3 -2.78 3.127 8 4 0 0 3 3 -.008 .059 8 8 i 3 3 •82.247 30.27 , 4 B 1 4 I L 8 min 0 3 -1.117 8 0 3 -.245 4 3 •82.116 _ max min _ 0___ 0 .. 2.705 . ...4 •1.048 _ -_ 0 _ -.. 3 8 0 3 .059 -.245 8 4 3 3 32.536 8 - 88.219 • 4 3 _, max min -- 0 _.,- _, 0 2.283 -.979 4 _ -_ 0 3 8 0 3 .059 -.245 8 4 I 3 3 34.657 • 8 - 93.439 1 4 4 max 0 3 1.861 4 0 3 .059 8 j j3 3 [36.634 1 8 min 0 3 -.91 8 0 3 -.245 4 I I. 97.775 , 4 5 max 0 3 1.439 4 0 3 .059 8 4 0 ,J_3 3. 38.465 101.229 8 4 min 0 3 -84 8 0 3 •245 1 9 1 max 0 3 5.273 8 0 3 .021 4 0 3 38.508 8 min 0 3 - 13.441 4 0 3 -.01 8 0 3- 101.393 2 max min 0 0 5.312 - 13.765 0 .021 -.01 0 0 •76.919 3 max 0 3 5.351 8 0 3 .021 4 0 3 19.394 8 4 min 0 3 - 14.088 4 0 3 -.01 8 0 3 - 51.862 4 max 0 3 5.39 8 0 3 .021 4 0 3 9.732 8 min 0 3 - 14.412 4 0 3 -.01 8 0 3 - 26.222 4 5 max 0 3 5.429 8 0 3 .021 4 1 0 3 0 3 min 0 3 •14,736 4 0 3 -.01 8 9 3 0 3 1 1 max min ___ 0__,__ 0 2.721 _ -6.783 __ 0 .014 _ -.032 B 4 0 3 0 3 0 3 0 3 0 1 3 3.72 4 2 max 0 3 2.793 8 0 3 .014 8 min . 0 3 •6.993 4 0 3 -.032 4 0 3 -1.489 . 8 3 max 0 3 2.864 8 3 .014 8, 0 j 3 7.554 4 min 0 3 -7.203 4 1 0 3 -.032 4 1 0 3 -3.017 8 4 max 0 3 2.935 8 0 , 3 .014 8 0 1 3 11.501 i 4 min 0 3 -7.413 4 0 i 3 -.032 4 i 0 3 -4.583 i 8 _5 max min 0 - - 0`� 3.007 -7.623 8 0 .014 -.032 8 0 4 0 15.561 -6.187 4 4 _ _ 0 L _ _1 _ __ _t _ max min 0 3 808 8 0 � 0 0 3 .012 -.028 .012 8 0 4 j 0 8 t 0 15.565 -6.189 23.871 i I 4 , 8. 4 9 -2.303 .963 4 8 3 3 2 max 0 min 0 3 -3.028 4 0 3 -.028 4 I 0 -8.949 1 8 3 max 0 3 1.117 •3.753 8 0 3 .012 8 i 0 3 34.438 4 min 0 3 4 0 3 -.028 4 j 0 3 -12.19 8 .4 min 0 _ - 0 _ 1.272 -4.479 0 0 _ .012 . -.028 8 i. _ 0 4 I 0 47.265 •15.914 _ 5 max rni 0 0 3 _ 1.427 - 5.204 B 4 0 0 3 3 .012 X029 8 `` 0 4 1 0 3 62.353 3 - 20.119 4 8 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 762B1.20 Envelope Member Section Forces. (continued Member Label Section MoF Entry Roof RISA -3D Version 4.5b [I: \Flight \Entry Expansion \Calculations \MoF Entry Prow- Iinal.R3DJ Page 8 Mini Lc Shear y -y Lc Shear z•z Lc Torque Lc Moment yy Lc Moment z•z Lc (k) (k) (kl (k -fn 1k.hl (k -nt F- 14 1 max 0 J© 6.805_1 4 0 3 .002 8 0 © 62.342 4 min • 0 J© -2.22 8 0 [c7 - 005 4 0 © •20.114 8 2 max • 0 J© 5.351 4 0 3 .002 j 8 0 3 38.032 4 min ; 0 3 -1.739 ! 8 0 • 005 1 4 I 0 3 •12.196 8 3 max 0 3.897 0 .002 8 0 _.. _ 19.538 1 4 min I 0 -1.257 0 -.005 1 4 0 -6.204 • 8 0 max 0 J© 2.442 4 0 .002 1 8; 0 3 6.86 4 min j 0 -.776 8 0 -.005 I 4 t 0 3 -2.139 : 8 5 maj_0 .988 4 0 _002 I 8 0 3 0 3 min 0 -.294 8 0 -.005 i 4 I 0 3 0 ! 3 15 1 max' 0 1.682 4 0 .007 1 8 1 0 3 .004 j 8 min 0 J© .. • 2 DO •.016 4 0 3 -.009 4 max -.- _0 1.605 0 ,007 -_ ._ 8__I_ .._ -__ _ -.659 min 0 ■ .285 ' 0 - ■ .016 4 0 _ -3 .483 max _0 . 1.529 4 0 J© .007 1 8 • 0 © -1.201 MEN 8 min 0 .228 0 © •.016 4 0 © -6.795 4 max 0 © 1.452 ' 0 © .007 I B t 0 © -1.622 8 min r © .17 0 0 -.016 4 i 0 �c] •9.948 4 5 max 0 ECM n .007 8 I 0 � min I r cam] n�i�(c] • 4 r J ..... _ .16 ._- -.. 1 max 0 -.231 i 8 0 .007 8 0 -1.93 min 0 -1.978 4 0 -.016 , 4 I 0 •12.919 , 4 2 max 0 -.273 8 0 .007 8 ..... 0 -1.541 8 min � 0 -2.034 4 0 -.016 4 0 -9.825 4 max I 0 3 - 8 0 3 ` 8 3 .088 8 min I 0 3 -2.08.08 9 4 0 3 -.01.01 6 I 4 6 � 3 -6.645 4 max 0 3 -.356 8 0 3 .007 , B' 3 -.57 , 8 min 0 J© -2.145 4 0 © -.016 4 3 -3.38 4 5 maxi, 0 -.398 0 .007 18_ _ 012 18 . min i 0 -2.201 0 -.016 i 4 I - 028 4 E.. _1 __ maxJ. 0 - -1.089 - 0 - .003._(4._ -- -- -=' _. 0 1 min 0 -2.511 0 •.00 ' 8 -.807 © maxi 0 © .547 8 0 © .003 4 ' ©�r�1] MN min 0 © •1.295 4 0 (r] -.002 I B I 0 © •1.896 18 U max I 0 © .002 111311=31111111101 -003 j 4' 0 © 5.179 4 MI min 0 © -.084 0i© -.002 18 0 © -2.531 8 4.- ' ... 0 ■ " 1.122 .547 ■ ...0 - . -.002 8 ' p- 1 ■ .902 8 m in .. max_J. 0 - _ 2 . 323 .._ .4.._.. 0 • . _..:00 3. _ 0 ...0._._._ B .. min i 3 -1.1 0 3 -.002 1 8 0 3 1 3 L_ 19 1 max 0 3 3.049 8 0 3 .007 4 0 3 19 .017 0 - rain 0 3 -7 296 4 0 3 -.002 I B • 0 �] •46.741 ' 4 2 max 0 2.557 8j0 .007 ' 4 0 © 12.545 8 mint 0 -6.174 4' 0 -.002 1 8 0 3 • 31.19 4 3 ma 0 2.061 8 j 0 .007 4 0 3 7.211 ' B mkt ! 0 -5.057 4 0 -.002 8 0 ©- 18.224 4 4 max r _ 1.562 8 0 007 - 1 4 . ___ 3.027 8 min 0 ■ -3.945 4 0 ■ -.002 8 -7.831 4 U max 1 0 ® 1.059 8 0 JJJ© .007 1 4 0 8 min I 0 3 -2.838 4 0 3 -.002 1 8 ' 0 ' 3 20 max y� .547 0 .008 8 0 3 mint 0 •1.046 r -.17 4 © 0 max 0 © .267 ■ 0 ■ .008 8 .888 m m • 0 © -.41 0 -.017 4 •.496 8 max 0 .226 0 .008 I B 1.001 4 min j 0 . -.014 0 ■ •.017 4 -.651 B 4 _ maxi __• __ __• 3 _862, - _ _.008 1.8 ; �- 3_ .433 13 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelope Mfrmber Section Forces. fcontlnued) MoF Entry Root Member Label Section Mist Lc Shanty.) Lc Shearz•z Lc Torque kl (kl (k left RISA -3D Version 4.5b [I:\Flight\Entry Expansion Calculations\MoF Entry Prow- Iinal.R3DJ April 28, 2003 9:36 AM Checked By:___„ JA{ Lc Moment y -y Lc Moment z-t Lc (k -ftt lk lI) _ Page 7 Z F c 6U O 0 c a CO w J = H CO LL WO W Q • = Z III W Z ZF- W � Q U N a 1-- W W W U= O~ z 2 4 22.981 145.476 4.697 22.652 1 4 4 48.202 145.476 4.697. I 3 1 __ 5 4 12.509 145.476 4.697 15.899 1 1 4 ,_353.87f 456.84 _51,848 204.35 _ __ 1_ 8 4 372.944 456.84 51.848 209.992 1 9 4 387.402 456.84 51.848 211.68 1 12 4 427.293 456.84 51,848 211.68 1 13 4 312.326 456.84 51.848 193.396 1 14 4 249.341 447.25 51.45 161.165 1 15 4 212.028_ 286.74_ - _ 1,18.863 - - - 0� - � 16 4 237.724 286.74 23.59 127.71 -- 19_ 4 .003 145.535 214,15V __ 23.697 ___ 63.969_ I! _ 19 4 122.758 214.151 23.707 111.774_ 20 4 249.594 286.74 23.59 127.71 max 21 4 226.811 286.74 23.59 123.8 1 • .868 12.124 1 min 0 3 -.294 8 0 3 -.017 4 1 0 I 3 -.463 8 5 max min 0 3 1.497 4 0 3 .008 8 I 0 1 3 .067 1 8 0 3 -,574 8_ 4 3 -,017 4 1 0 1 3 -1.10? 1 4 I 21 1 min 0 _ 0 _ 7.584 -3.065 -' 4 8 3 8 0 - 13 _ .003 -.007 8 0 4 0 3 1 3 46.437 - 18.939 4 8 13 _2_ ESE 0___ ___.063__ .076 7.018_._ -2.848 _4 8 I 0 3 3 .003 _ -.007 .8 1 ._ 0 _- 4 1 0 3 3 33.3 -13.62 1 4 8 _ 0 - - 0� - � 3 max 0 3 6.452 4 1 0 I 3 .003 8 I 0 I 3 21.182 4 min 0 3 -2.632 8 I 0 I 3 -,007 4 1 0 1 3 -8.691 8 4 max 0 3 5.886 4 1 0 I 3 ..003 8 1 0 I 3 10.082 4 4 min 0 3 -2.415 8 I 0 I 3 -.007 4 I 0 I 3 •4.151 8 I - _5__ max min _ _0 0 H1 -lb - _ 5.32 _ -2.199 - 4. 8 - .._.. 0 3 3 .003 _ -.007 _ 8 ' - 0 _ - 4 0 . 3 1 3 2 .868 12.124 1 _055 .043 .023 0 . y_ .y. 14.551 1 y i 1 .4 1 4 H1- 16 _,________ .._H1 -1b_'- H1 -lb 4 ,628 .457 0 - ______- °-- ---_--__. 5 4.793 7 .402 1 9.763 4 .110 0 1 y 4 H1 -lb 8 .512 8.372 4 .040 2.616 y 4 H1 -lb 9 .479 0 4 .166 7.197 . V 4 HI-lb 12 .074 2.16 4 .090 2.16 y 4 HI -lb 13 .322 _1_12.465 .387 0 4 ___.063__ .076 .12.465_ 0 e lvv H1- lb HI-lb ._._.._......._, 14 15 .11d 45`i -4 .024 347 __HI -1b___ ____ 16 .102 0 4 .031 2.828 HI -lb 18 .076 5.869 4 .076 9.237 y 4 HI-1b 19 .418 0 4 .103 0 y 4 H1 -lb 20 .009 4.882 4 .029 4.882 y 4 H1 -lb 21 .375 0 t 4 .108 0 y 4 H1 -lb Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Envelo a Member RISC L14FD 2n Code Check MoF Entry Root Label Code Chk Loo Sheer Chk Loc Dk LRFD Eqn. In) Lc ( lc Envelove Member AISC LRFD 2nd Code Det ells Label phi•Pnc phi•Pnl phi•Mn y-y phi'Mn z -z Cb -h1 (k -It April 28, 2003 9:36 AM Checked By:_ Envelope Member Section Forces. !continued Member Label Section Axial Lc Sheer y.y Lc Shear z•z Lc Torque Lc Moment yy Lc Moment z•z Lc I k•II) (k -h) . (k -rt Message RISA -3D Version 4.5b (1:\FIight\Entry Expansion \Calculatlons\MoF Entry Prow•Iinal.R30J Page 9 JA{ Design Sheet PROJECT 0410 CN LOCATION CLIENT DATE £4 W I\L r nceo CoN r),'c T c "4 DC') v p CoAu Contgi,u A7 'NS 1,4 D 1,2+I.CoL— CoLuN J- wi+os1 q.Z ��13�PC C5 rJ 7 vS SHEET 4 1 03 BY JAG L/ < COM-DRCss14 E .D�S' S1R= JG�1.1 4 0.6 c1=' $PPc CS s E; \L( coPetcr o2 f\bN- ( fAcr (N7i Wit_ Cn)bE6 p, po5 D C ■500 F_ Y CorJNCc-7vJS - ...1De IGn' S. RZ TH - C c6s.'T. or. /, TENEI SreEAGT►t of BR/ J2 ? Z u )l��c n� t , 21 40.S L + 2 .2_6 ( F.1 \ 1 o. +/ 2.Z C.- (3.5) r e 1.2.D 0.51- 0.4x 5.(.1 ; 1.zb +O.5L +2.l 0 9D +/ o. si ks.co E 0.1() 9 / - 2. L S 3 (rPx rek.C. TiO CAn1 1\jcP Q'/ S■1.STEM 00050 MAGNUSSON KLEMENCIC ASSOCIATES • Structural + Civil Engineers Design Sheet PROIECT m r 5,1 ->•; LOCATION CLIENT DATE y SHEET MAGNUSSON KLEMENOC ASSOCIATES ■ Structural + Civil Engineers B Pft Es MAY T. 0.c ?'v,2 = 2 27' K 1. rm,rJ = C1130 C Pfc ask - -7'.e... 120 s -�Z1' �1 Leer r. 1.37 J -'N Pi PC 4 03 BY wlt D = 0 i nclu kJ t o T • 1 4 Ics LC 3, EC NM 1 SWMB, Inc. SWMB, Inc. 76281.20 Braced Frame #1 Braced Frame #1 April 4, 2003 13F1-new.r3d ._. - ....__ 9 - r _. 5 __ ...__ _ section _ _.Reaction . Raaclion Reaction .__Reaction Reaction , ..J _. _...... _.. _. _.. __.. _. _._._.. - 7 . Roaction - r - - -- - -- B Reec .. • 168 a e42 Beat 4 fiction _ - - ......_ --- -- C' 1p' 10 14 4 - _10 1 16 R 13 348 14 , __1 8 ..._ 6 _.____... 90 9D 16 �_ a - ? -9 _ 21 • 1 5 22 ' J 5 ..l 90 90 .. _._._ 6 Reaction ._. - ....__ 9 - r _. 5 __ ...__ - -- BD _ 90 _ 1 90 90 J . 1)0 90 At AM AU BEAM COL COL ... L- COL ••L BRACE 1 AACLj: ARACL BRACE - Wr WI' wr PIPE PIPE) PIPE • PIPE. - 1 1 - 1 - '7,1 - ,`3 ° 6�w • V .... _. III 2 I naa i Ban0vr BenPl4 BenPIN .. • • • , - 8 9.2 - 3 4 6 4 -1 - S .1 6 .. • 168 a e42 Beat -• II 1 4 . t , _.. 1 - ._I S _. 2 -5 � .____. _ - - ......_ --- -- C' 1p' 10 14 4 - _10 1 16 R 13 348 14 , __1 8 ..._ 6 _.____... 90 9D 16 �_ a - ? -9 _ 21 • 1 5 22 ' J 5 ..l 90 90 Y M2DLAD 2 - - -- .132 ; 1 - � • 90 I � M2LIVE MIDEAD a 9.100 �I 3 3480 P9B 16 1 9980 23 5 7 23 - 5 / - - 5 - 7 - 90 '--' --� - 90 5 ' - M3DEAD 1 • •230 .- . . •.238 - EL 1 _ 1 4100 M3LIVE 1 .466 23 146 10 • 168 --- 06 _� M4DLAD „ M4LIVE ._ 2 2 i • 292 �(3 • 194 .._-- :.303 " -.... _ -'- 0.100 -''100 _- '.100 _._ 857 -.� M2DLAD 2 - - -- .132 ; 1 - � _ -' • 132 - 1 M2LIVE MIDEAD 9.100 - - • 102 • 000 5 0 000 5 0 000 5 •.107 5 0 000 0 000 0 000 -1 5" 0000 - ■ 0 000 5 0 000 %IOC: 5100 .. 0 _ - MILIVE _.-- _ - LIVE - . _ Z •.077 . _ ..077 .1 ._. .. - . 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WI m e. 0000 mm 0 529 6 8 0 000 5 0 000 5 -,,Q0.00- 0 0000 0 000 5 0 000 5 0 0 000 E� 4 max 00 00 0 min . 0 000 -.564 3162 • 306 26 �• 5 - 5 ._ 121 I UBC 12.6101 I Y C 1 1 DL .9 WL •1 3 5 max 0000 -- - .____6_____ mm 0 000 _ 6 mea 0 020 � aK7 n DL 1.4 Q7 ©0 NI 0 Do FZI� Q�l 1 ax 25 51 6 7 / 578 . 107 LV 17 7 435 7 0 5 0 000-5 1 0 000 8 I n •22 343 �, DLO • •� min . 0 000 pq 23 146 10 0 000 5 00 6 1 0 000 0' l� 4 max .075 -1 E l �(3 �. 8 0000 . 0000 -- 51 0000 2 7798.6_1_8 .3 038e.61 5 1 _ ;075_ _477 -5 6 5 5 8 - 000 0000 00'00 0 000 0 000 ' 5 0000 _ 5 max _.__- _ -_ -.7 min 1.. 0000 5 2 7 _ 0 . .__ 0 • 000 5 0 000 5 0 000 5 0 000 0000 0 000 5 0 000 0 000 0 000 -1 5" 0000 - ■ 0 000 5 0 000 5 min • 0 000 © R ■ ■ .473 • 08 U 0 000 5 •0301 0 000 U 5 0 000 0 000 0 500 WI m e. 0000 mm 0 529 6 8 0 000 5 0 000 5 -,,Q0.00- 0 0000 0 000 5 0 000 5 0 0 000 E� 4 max 00 00 0 min . 0 000 -.564 3162 • 306 26 �• 5 - 5 ._ 00 0 0 0004 - 0 000 _ 0 000 5 0 _ 0 000 0000_ 0 000 0 000 _ 000 5 ■ 0 000 5 _ 0007 _5 0 000 y ' 5 _0 000 5 0 000 5 0 000 _0.000 - 0 000 0 000 0000 6 5 max 0000 -- - .____6_____ mm 0 000 _ 6 mea 0 020 � aK7 ` ' • DL 1.4 Q7 ©0 NI 0 Do FZI� Q�l L 1 WlndDrit11 ,__..:.. _ _J - 1_ WL_� 1_ 0 060 0 000 _0000 OOOO 000 6 7 5 0000 000 0030 0000 OOYJ ~ 0000 8 1Q 012 • I , I W •1 0 0 1 67018.51 5 •409475- B 5047• -6 7 bm o .r Gig o min . 0 000 2 max 0 000 i m• 0 000 3 max 0 000 .5374, -6 6 mint 0000 8 000 1-- 4 max .075 -1 E l 000 .011 000 .01$ oa g§! �66rit1 1 I EL .67 . 8 729805, .8028.4 _ _ 8 2 7798.6_1_8 .3 038e.61 5 1 _ ;075_ mu m 0 7 / _ 5 ` -` . . I m 1 - .073 B 000 _ •001 B 000 007 10 8 m b 2 3008.8 •2 28.8 84418.4 S .7.75'7e•4 1 8 57018.6. •4 088.5 EO2 I I . I1 I I I De1i €L •67 1 0 . .__ 0 roes d 1768-4 _5 .7. 42684 . 8 I 7 _ 8 ^ 7 Ind* 266 6 000 2` .028 7 L6 y __ IuSG 3 .1 ( 8 )- -. _: Y-_4.._ -1.1- - - _, -1: . .. LL . - . EL _ . 2.2 - .11724-: -- I" - 13 - 1 - . 7 7 - 4 7 0e.6 13!•48.5 c 5 EAOa -S •114 18.3 8 •3-958875-1-r - L VIOL 1bL lY i f z____1_2_ ._XL _; • } EL 4.2_. - 32828 -8 _i__AISC _4 ' I 7 AiSC3.6(a) I c It DL 9 EL 22 1 8 1 RISC 3•S (b) • Y I I c 11 DL : .9 EL .2 .2 I • I i ce: 12.1 y c [• 1 " DL 1.4 L10.__UBC 12.2 h _ )___ c J DL ! 1.2 L 1. 4 L1.1- -_.UBC12.31a)_ __Y._ _ :.p..-_l.1_ ,-DL ., 12 LL (�Z.j_..116C�i' 4 (1,) I Y i i c 1 Dl i 1.2 WL .6 I 113 . UBC 12.3 (c1 Y c 1 1 DL 12 WL • 9 I U I UBC bl ! V 12-4 I I e . 11 , 1.2 WL 1.3 I LL .6 _D I LE5,. ._ _UP C 22•! @)..._.1 Y..- .e_.._._LI -D(- ., 1.2 WL .. •1 3 ...LL.. {-141--32E _LY 1 19 t L L PLC IL !- 1. I:L� 1_1_11-- •4 _ uc - -3'L I.I _et2,5(5)---L`.._1 I._ - .PL_ (;L , .1..., .1-1, - 5 __ _ ._ ___ 1 mar 00 00 7 0 ' 5 • 1 0 060 0 000 _0000 OOOO 000 6 7 5 0000 000 0030 0000 OOYJ ~ 0000 8 1Q 0 -- 0 1093. .1 14284 12598.0 •1568e•B 522P4 7 . 513e - 4 6 7 5229. -e 7 - H 6 gg .547t 7 __LS 5.10e -4 7 6 576884 66 ; 41 , .,e1 W a N NI =^r 1b N off M f( 1 t b , m 0 0 1 67018.51 5 •409475- B 5047• -6 7 bm o .r Gig o min . 0 000 2 max 0 000 i m• 0 000 3 max 0 000 .5374, -6 6 mint 0000 8 000 1-- 4 max .075 -1 E l 000 .011 000 .01$ oa g§! 0 __ __ 0 - 8 729805, .8028.4 _ _ 8 2 7798.6_1_8 .3 038e.61 5 1 _ ;075_ mu m 0 7 / _ 5 ` -` . . I m 1 - .073 B 000 _ •001 B 000 007 10 8 m b 2 3008.8 •2 28.8 84418.4 S .7.75'7e•4 1 8 57018.6. •4 088.5 _5 B '...- 6 , " - -- I max mm l ..0)5 075 _ B - 000 •023 .. 5 ; 0 . .__ 0 roes d 1768-4 _5 .7. 42684 . 8 7 7018.6_ Ai 7 _ 8 ^ 7 Ind* 266 6 000 2` .028 7 2 4229.9 •? 8 202 338.6 .71388.0 � 1 3798.3 5 6 7918.6 9 - .11724-: -- I" - 13 - 1 - . 7 7 - 4 7 0e.6 13!•48.5 c 5 EAOa -S •114 18.3 8 •3-958875-1-r 5 5 7_, 6 0006 -031 6 _ 000 5 •001 8 000 N •009 tU . non • 257 B B max . -'- - ' - 8' 9 max .303 5 -� -- -. Imm1 "':.264" 9 .000 Ott B .000 ,057 5_•30368.6 • � 8 b O O O 32828 -8 R 12778.3 5 1 20 .1032x31 8 •1422..5 �(Qbal Mom Ewe 1;175 2nd, AISI 99 $(r Allows bla,eu lnae8xer _jctior1ASIF, 1.323 Includ e hear Diiormat,on Ind among e Wag Di la Sections nor Member Caks ._ m Inteal�aetans Ear Member Cake Red8syn Sections P •Dena Anaysa u loleran - ._...._..._. Vertical Axis .._...____...._ An hJin Ana Load Mes'2 - - ,i rgetoierenca (m) ... ... ... Boundary Conditions Member Data Company : SWMB, Inc. De49nre • SWMB, Inn, Job Number • 76291,20 int -Jo Cpprdinate5 Joni UW RISA•3D Version 4.5b Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76261.20 Int al •l m n Jonl Uoel 11)0.0IMtn.,o IDMtaac.n.nt 7 L 8 L 9 L 4 L 5 L - 6__ L !!84 1.451 7 a 9 ny.r ar •l Mood lM Ia.a m IDk.t4aa.m.M L - L L n 97 Yes 0509. Z .12 Kneed Frame 61 a Seetions_ Sem D.tat w Marla atria Soap. lath 4 - •� 710X43 WF BRACE , 1_ _ PIPE b0 1 _ _ PIPE - 0 BEAM W12X2E WF - %covnale YCm• hale At.. 1 1 2 3 _43 7.65 Materials (Generp7) Mama) tabu Youngs M Sham Ik. u94u. St* n n Rata. Thnal Cool W.ghI D.,oty Ypld S Ael 11,1•1 flab __low 10•6r) (1.11.a) SAIL_ I 29003 11 154 .3 _____..6.5 4 9 50 -- - -- P .__ 29000 ` 1115 __. .._., 3 . 65 __... 49 ..__. ._ _3S ...._ 1 0 0 2 8667 .1775 0 0 3 17.333 0 0 0 3 8 667 •1.75 10 0 6 - - � - 17.333 0 10 - '�_ - 0 1 0 0 24 4 0 8 0 667 •1.75 25.6 0 9 17.333 0 26 8 0 Junl1.t X iraxWta, Y Tra 7 Trana.am MX Rouhn MY 401.111011 M7 Ilotahn R eacI1 - -- - cn Ra Ianoct) ,on . (6Mt (1,11.0) .ad) ---. .P•n k •n nadJ (,ad) pe X -Aar Sni! Moo.. P1ry. End EMOf.eh Iruca. Mara. tat. l Jonl J Joan KJ.. Rote* &KW set Memo 1.EM Jtnd F End JEW C.0011 L.96 ( 5.1 tO gc R' .0r ryc ,1;I IN lnl i 1 7 8 I 9O I BEAM: WF v 1 EIFn�PINTBe••PIN I 1 8929, II.WbgnitEntry ExpansiomCakulabor•s\BF I •new.r301 ee Brad Frame a1 Joint Loads/Enforcep Displacements. Category : I.E. BLC2 (continued) ace* La 1LIow hp tMku o. D..clon 5 IDl.c .wa 2 6 I I Z • Y • •4 Uxorial X X X X X Wry) Mail 1Yy Ix., Jgown) TIC �n -1 ,00_^_40._ O'•1 12 I2 ' 534 24S 1.51 _ 1 2 j - 1.2 • _ 15.162 I" 15.162 _ ,j 30.324 I - 1 2 1.2 17.3 204 3 n 7 Conat. . .(n) 0 mp. Joni Toaln Reaction Reactor. _. React on xda B 1, - r en r.dw2nL 1 •2.51 0 Mgakne (t 1,.e n rag •."2/111 62 6z "--. 62 1 1 X 1 1 acron M b D .gr.M (1, 1,.1 n rod 1011.2N11 X _ 483 _ _ _ X 1 4.83 X 4 83 Fat. w5 PD 6 855 CD BLC F.cb BIC Fat Apra 4 2003 2 46 PM Checked fly born .. D•apanagm .. _ No _ T•lo_� No No No . -. No No Ho No Page I Apra 4, 2003 2'46 PM Checked By'_ u • • • I•I 41• RISA.30 Version 4 55 (I VFbghntnlry ExpansanlCakulauonatSFl •naw. Pegs 3 :4e Company SWMB, Inc. Design*. • SWMB, Inc. Job Number 76291.20 Member Data (continued) 0.A.0 Brume 1 Manion Lahr La I JOn m I JJ1 %Jni o Row* S.rM, lae9 No Basic Load CASE Data RC Ka Banc lout Casa Caeg C- ay C- .. (.Nam _ _ . Coe Dysart.. 1 Dead . DL Dead Load 2 1rve LL [we toed J EO EL Earhquaee Load .- Wind -r WL - Wind Load . •.. • . 4 rJ Pen. UW Dewenn - i-_-_-_: : -- RISA•3D Vorsion 4 55 Company : SWIAB, Inc. Designer : SW Inc. Job Number : 76261.20 Load Combinations (continued) Envelope Joint Displacements 01W ¢N M.xk. ( Ve F Braced Frame NI x Mal Pry. F M Rooms. Rot 1-fM JEM M Mp 101.1 nyr car ryr ry; 5a.M. N r 1 Joint Loads/Enforced Displacements, Categorv: DL, BLC 1 : Dead Joni LAN* Il Nod IWa.. a (*tom Worm.. ) a.m p n nt 1,. n lag Erro m L __ f •2 96 .._- L -- - -- Z . -- - - --- 0 - -- L 2 •2384 _..- Z .14 ---- -- L 2 0 6 L .1.78 Joint Loads/Enforced Displacements, Categorv: LL.. BLC 2: Live Just Lab Blow IM/au a Damsn Mq.nn. o Bnvelove Resctlons ! l JunAt1 X F • Y Fnn w lc 111 L Z 3 72 • -- - -• --= 1 193 II.TFIgnt,Entry EapansioroCalculabons'BF 1•ne Braced Frame 61 2 Font. 181 toad Typo Taal. (Morn Panwn Next % v 7 Just Poll Pa D.1 ., - 1 I 6 I 2 4 1 2 r3dl neon [m cos PD S ASS CD 91.0 room. BIC Facto 91C Foots BLC Ferro RISA•30 Version 4.55 II tEbghEEnuy Eapbnsion\Cakutauona'BF 1•new 1301 Stan min !aa I na ti X Mona Y na no Man c (kin 1 Lc 2 46 PVT0 Check LMD11W1 Mere. L1 M Jf M Corte L..) ►) Apra 4, 2003 2.46 PM Checked By 1,.0) La End lrc.4 I nstil Page 2 Z Lana mm La Jo. IoW X translate Y lien ma 7 llama. X Rota* Y Rotate 7 Rotate 1n, 1c (1 lc Inl lc 1 109.1 1 Lx racy Lc Ia6aM1 10 Pape 4 ra - %:,�r, iWxiNa:J:,t6il:dld:Mt� .... ♦ I 14 = IN N I N I a Iu NfJ + + J 1r i ;a 1 u N + 86f 495 10 0 I min • 4671 1 8 . " -. 113 - 8 - 0 max 2 851 5 2 336 - 10 0 max 295, 5 - 2.40S 10 0 • nvn .2671 8 669 8 ;0 [max • 2.378 7 •.628 7 : 017 1 I min • .7 M4144_223 i_o Min • 939 • 9 1. _1 I 1 • 009__I 0 6 • -112 !ICI' • 021 I mu.J. j 7 .4 .., min • .6 837 - 0 • - .314 I Iran •12 762 6 •2 404 10 025 max7_548_4 7 • 1,545 I.104 042, min • 43 765 • 6 -r628 - 1 8 • .017 114r1 .17754 .179? 10 019 lex_ • j 7 06 [max 8 096 8 ..401 7 .032 E4 rnm • .127 5 .118 •. Ott ma, 85.61 8 • 655 1 049 max, 8 278 8 - 2.643 10 -.026 min - •17 317 • 5 - 044 • 8 •-• 077 max ro_ .81P 7 t max 054 a 133 6 .002 • rn•n - 063 .5 • 089 7 • max 03/ 8 066 6 or..4 E m - in • 043 5 • 0 max ,047 1 058 6 . .007 I min - 053 • 5 063 --- 2 . 00 • 6 - 1 ' Pru .056 rrun • 039 • $ - 03 • 7 • ..003 I 3 Pm ... 228 ,m u, - L ON 18 • 0 FVT'.., 7 1 282e-1 - 075e-r 6 .1 074e-4 8 1.3648-4 • •1 154e-4 8 1 355e-4 I 5 - .1 155e41 • 7 2 6" 0 8 1.3626-1 • .1 153 I 351,4 m 00000000 P 1. - 8 -68618-0_ i �o,� 1 _163 .:23991 7 • 07 6 -- • 1 5 f - C' g o o ; m - ro v. O m 8 -.079 5 717 • I • L4 • 047 ___J 8 065 ; 5 • 179 00, UPUUUUU NC I F6___ NC I_7__.5367 22 d�0 .10 m0 UI o lm F 10 Lir NI vP UU E .494 1 1 .1 421 7 .5739 0000.0 N ,= 4 - 4 •I 051 I 0 qoo •1 05t L S �z • co _f24 .7 996 • f 146_ -6 577 oo F.5 2 67884 • 12_23 ,000 lc - 1 10 P O�. I •1" 6 • °i_l._lPPm0m @ ammo . ..� .... ♦ I 14 = IN N I N I a Iu NfJ + + J 1r i ;a 1 u N + U a w max • .094 7 _0 139 ; 8 • .009 iniii 6 7 max • 078 1 mm. .097 • .477 • 5 • .016 l_r_nax 1 7 Min • • 077 ' 6 • •.235 5 • • 017 3233333'3 X 11 P VPIVuo Wm $ 8 ^ I Wm N U @P.mom �j O OW 4 1 i G I WI °.°r O W + u•G. �mm Um 1 Vm R ma. 011 186 002 max 054 a 133 6 .002 • rn•n - 063 .5 • 089 7 • max 03/ 8 066 6 or..4 E m - in • 043 5 • 0 max ,047 1 058 6 . .007 I min - 053 • 5 063 --- 2 . 00 • 6 - 1 ' Pru .056 rrun • 039 • $ - 03 • 7 • ..003 I 3 Pm ... 228 ,m u, - L ON 7 1 279.4 6 •• :1 . 077e-4 FVT'.., 7 1 282e-1 - 075e-r 6 .1 074e-4 8 1.3648-4 • •1 154e-4 8 1 355e-4 I 5 - .1 155e41 • 7 2 6" 0 8 1.3626-1 • .1 153 I 351,4 ma. 073 - 5 • 004 7 .015 m•n • 072 9 • 022 10 • 0+ ; P 664..6 - 8 -68618-0_ a .4.8i L. 0 _ L1- 119_1-, 8 -6 953.5 : • 1 5 f - C' 5 22251061 8 5976 471 5 NC 8 597647 5 562A 127 574d m U z2 00 5 7534 031 8 1635 399 I 6 NC - 1 , 7 8 NNCC. 11-NE-11 E5 031 - 0 1 00E1 m 2,7 NC I F6___ NC I_7__.5367 22 6576097 7 NC • ' m Pm P@U NI vP V'p syNj;___ -{ -• V ++ l •7• I NC I NC I I NC NC VI I �z SI •2 -2'0e-4 U,U � O I i i .L L 1 - 0 5 ----- - :' 1 -- 1:i - :l • g9 6' :q ..134 O •,032 • 7 I 0 51 0 5 0 F.5 2 67884 • 12_23 ,000 lc - 1 10 .1.1.. _ . i . _i I I. I 1 f_ -2714.4_ I _I ' ZZ 00 Pt,.mP 27 Oi-0.0 .... ♦ I 14 = r N I ?+. ;I7• 1 ` 1 :11 g - 0 2_1max _015 min • 02 • 6 -118 5 • I-- 7:: • - Oil 016 -H 7 6 - ----° LS fmar V 5 ? g --- 7 67 71-g2 . a 33333333 o$vWo" PvPVP v••'WWPP V P 00000.000 i 4 J V P ; N VW -• rU • U U • 073 9 -03l 10 - - s (maw 074 5 007 8 .015 __3_max._ 07 5 .005 _ 8 .015 min • 073 -.034 10 - .015 4 max 073 5 • 007 8 015 IN • U 1 ! � W 3 man 073 $ • 002 7 015 I I min • 073 8 • 076 10 015 • N r 2_ Imam ' 04 5 - 1 - X - . .14 7 015 . I "+ i••■• • 073 B • • op ' '6 • 510 - 514 6 .011 7 .511 1 nun • • 073 6 • • 015 • 6 • 015 _E 5 I may?85 5 - • 047 • 067 mm • 757, • 040 • a i° .9 E ,M V O O I 3 ma. 287 1 min • 756 9 • 079 6 • 067_ NI + U a u N a I 4__Imax 2 851 5 finin • -2671 9 IMO -.073 ' .015_1 min • 072 • V • 075___;_10___015__I 3 R Qv mU t- +O. 1 O 1 tn Inkit 072_5001 9 •- r . mn • 572 8 • 007 10 • oil ma. 073 - 5 • 004 7 .015 m•n • 072 9 • 022 10 • 0+ max .297 5___ .036 ._..L6.... 006 Mtn • 757 ' 0 •066 max .28/ _ 5 _ 035 P .057 min • •-• 258 a ,• • cup -05? [max 201 5 (At 8 057 419 • 9 • 049 • S • • 057 ima. 286 023 8 OW rintn 8= 294_1 - 012 9 05.4 044 653 Imo. .283 --,- , ._ 8 053 m • P65 n • 021 • os4 Fii mm • 754 • 0 • • 013 • 5 .• • 056 . 4 78e-6 5 -52254-6 8 3.779.-6 - 5 - 4 132•-6 • 5 2 779e-6 I 5 - .3 038e-6 • 5 2 77ve.6_1 •603 sOSTF T I 5 1.3E5e6 j 8 3911 063 I 6 I 8 519r-6 5 3673 4771 7 5 61147.-?' 6 --- 285 2281 6 j 5 595e.7 5 7634 1105' 7 00 B I 406E 1 94! .4 5 • 1 64544 502e-4 0 1. 6329-4 L 11 ••• • 1 1 .5 5 1 3 1 5 4 8 - 4 4 i �N,N gtms m> . f Um �J. m o00 l � I P I I 0 0 fi I B 1 5460.4 -I 6054-4 2_561,a1 5 •1 699a-4 I 1.574e-a j $ • •1 7 59;n.4 I 5 . •1.77Pe..4 SI •2 -2'0e-4 U,U � O I i i .L L 1 - 0 5 ----- - :' 1 -- 1:i - :l • g9 6' :q ..134 O •,032 • 7 I 0 51 0 5 0 F.5 2 67884 • 12_23 PL±e •4 7 4;7.4 1 2 1950.4 1 - 73 2 ;16,4 Li ?, B 2276,-I 5 .268'e4 1 f_ -2714.4_ 6 2080 2921 6 5 1832035 5 6 4483 7465 a 5 - 4016 MP I 6 ' ZZ 00 Pt,.mP 27 Oi-0.0 'O i @ I iI NT . 8 • 4906 226 • _ NC _I 5_ NC 6929902 my I ZZ 0.0 NC H 69:: 1■poTf I 10 NC 514 •n m ZZ on 64, te 1 7 5 NC 1 1 F6_119_61 6_91, N?: mvm ZZZZ tlp.o!o Pt1.c S NC _13 NC m1 n ZZ or ; P 331' 4337 ••_5_ NC__ 5 Nc P m P,m m g I . 'M Z (` ' 4i ; .0 14 sis m i i i m 1 II NC NC .• NC I. NC L NC • NC ThC NC - NC 222:22=22 oo 1 l 1 ` .6 599 • 10 --lit 0 INC NC ,1 NC 1 mad= NC___ Z Z Z Z2Z 000000 I I _NC_ NC NC NC NC NC I _NC J • Nc NC NC NC NC • NC 2Z -- N • Z ---' NC NC NC 1 NC T� L NC l... 4.. _t_.i.1 11_. . 1 1 .L. .... ♦ I 14 = r N :: ?+. ;I7• 1 ` �a u IN - U ♦ W. 2 I nn max 2301 50l I ma, 23 146 iCj I. 1,1 I max 42 364 . 4 6_ i♦ =Max 42 588 67 I nen.311114 Itl mmax _42 785_ ren .37 994 • 7 �N mm -37 647 7 �! IU P _5 - 4 3 7 5 1 7 8 7 5 6 7 7 .♦ - 4 max 47.321 6 mm • -35 67 • - 7 'W 3 max_ 41457 6 j mm .35 5687_1 N 1TH 1 7 -• rom. 35 365 7 P 5 Imo. 2924 8 1 rmn • • •2 659 5 I '! i L4 jn,a. 2524 I W L3 lIla 221524 ; 9 N I f miff .2 659 • + I I 1 n r r . : U P 2 .2 W, a I 4__Imax 2 851 5 finin • -2671 9 mm .I0134 81 max ,,4 529 $ rnm -• 317 :min • i 58 • 0 F,W max 5 377 max 22 603 - . - 101 • mm 3 549 a [max 22.739 10 36S * ma. 22 87S . f0 - 11 • 3 752 ... c.o. max -.051 & .265 8 0 m .009 10 • 2 - 0 1 172 Q " - � o 0 000 008$ .209 • 5 • 0 WN •J•m 000 , • 326 5 0 L .209 5 • 0 _I WNWNWN ����a'� U0P o O I 1 @U@ , O O 0'0 VPVO••mP o 0 000 1- g I 0 0 1 010000U0P0UmU I - -g.1 -- ----g �N,N gtms m> . f Um �J. m o00 l � I P I I 0 0 fi I - N�IU -1 - -- 0000 @ I 0 0 0 1 I - PmU 0 0 0 0 0 I- • g `0 • - 2- 2- - -351 .iv. • NyJA T F,x • @Pm Um 0 000000000 •r @@m Ua'na 1 OO 0 0 0 0 mU m U@U i 0 0 I - I P+ O � n0001 0 0 0 I I m,V VPV0 ► 00000000000 P U P I U,U � O I i i .L L 1 - 0 5 ----- - :' 1 -- 1:i - :l • g9 6' :q ..134 O •,032 • 7 I 0 51 0 5 0 UUUU• 0 0 J0VU0010 . w 10 0 0 7 • 0 1s I •1 828 7 .627 0 MI 0 6 • 0 5 i -7043 10 0 00 � U 0 000 PPI+•' 4383 IIQ__0H 5 0 0 j - 7• m o0 010 0 P P•N 0 0 1 i lU _ 7 0 -7022 tr - I 5 1 - -7257 '10 vP VP V r]PVPVIPV S ibiLlo 5 5 , ht. NC. • 5 ' 05. 6 8 NC I NC • 0 0 P V• 1 '0 •V 00000000000000000000000000000000,000000000 'O i @ I iI O O o 00 0 0 0 I ■a @@Utr@•r0104 7047.-S 7 1202 5lj_j 6_I P VP @UPV @ V V P V P V P V P Pt1.c m P U m U m U m P m P,m m U m P b o o P v I .0 14 sis - mP 3264 • 6_ -2342 - 8 3 294 • 6 • 2 4.19 • 5 1 632 _ 171 TZZE77: 756 8 1_016 s • ses 77 nC 0000rm arytl.t 1 7• 1 1 -1923 8 I • pap 564 2 633 • 5 3 511 .2 564 e rt..., mP • 641 8 7.755 ,5 •I 282 - 8 7.633 .1923 @Vy 1 ` .6 599 • 10 --lit 0 • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. f 3 � 7 a m 5 IITS9ht.Entry ExpanNentCalculationstLiF1•now t3c11 ucell•A ac•vsal 100 M. 111 1JaM 0. 1 4 1 ,1214 3■ 110.11 J 114 T3 AnU31140111% pg uotv8A [p meu.liev,..1.romokuom..edx3 A4u3•ItidiAl qs uemeA aclesid to 41&11111 Wale if 001.1114 PIK111,113 _ _ _ _ _. a N -• U A. fa W 3`33 -. U ! `` � 'W 1NI -• a P 3�3 W N �! 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Pv P O0000coc pOpOOC 3 friar. 0 8 034 6 0 ; 1 I rm• • • 004 10 • 037 7 • 0 I N V I 2 -max 0 8 1 016 6 6, I I mm • 007 10 I • 015 .• 7 0 -• U 313 U P V imax 0 • 6 m M 0 ' 5 ;max .012 , 1 8 :n2 max .034 7 mr• • • 070 * • 6 0 °0 e oRo$oc00000000000l000000000 022 -1 1 .0 • sTe 9.9.0 o- 6 �� 0cvNNN- • W�eti�;NaN�. n - 0 57 • 2 • 0 3333'33 28008° o p MW P� •1• I J mo• • 073 6 I • 076 5 0 I194 .8 075 181 0 2.8 ��ro�P- I •.I. 1 " M a m ' - ; 0 0 ° 1 2 1 - 0 0 3 3 0 4 - 0 [Lnax .00p 8 , 054 6 0 0 00 f Max 0 . 61 .017 . 6 0 m••• • 006 5! • 016 7 0 33 cc max -.051 & .265 8 0 m .009 10 • 2 ;3333 oCJ P v I 7 207 O 17.7' - It :1 - .';;"c- 000 008$ _ .031 8 .007 • • 059 • 5 • • 003 ++cooc000�o • U P P V U V P V P V P - 1_ - P U olU 5 I 201e.5 7 10E5 357 0 C NC - 6 -- T17 - 27. - .16 6 855 674 5 P I 1 V13 V P 6 8976-6 7 235.6671! 6 NC 7 -1154.5 6 1971 9161 5 1 NC__ V P U 5 .41 6 NC NC • 1 6_ 8 7998-6___ 7,_ 4925 897 8 • 7 1.1 0138.5 6 4310 049 5 NCT m, i.o , m V P V 75 UPV V P © � •n 1 I 6 /I, e.s I, 35P TO I 6 I .4 P 37+; 34;4 70+e•6 1,226 813! j 7 I 7015i10 5 7331, 102 , 6 6 • - 5.4M•5 7192 4411 7 I NC S ibiLlo 5 5 , ht. NC. • 5 ' 05. 6 8 NC I NC • Pt:04744u* 5971fir5 7 NC 115.-S 6 NC 1-6 8378.5 7 NC 7.168.5 6,, NC 7.2018.5 6 6153 286 -6 8811.5 • NC • 7 1938.5 6 292 414_1 -6 r.9 - N 85 7B I 5 1 NC - 7 701a-5 7 1606 3v5 8 • NC --- ,_:9_72L9 6'55 69E 5 I NC 3.7019-6 7___NC_ _ I NC 7047.-S 7 1202 5lj_j 6_I 1 6 • 7 4 3 9 4 I ; 6394r-6 7 3470 914 I -7I7-6 6 354P 461 • -3 4514..5 8 144: 13 155448.5 5 2144 54T] 1 . 4 0 8 • 1861 744 6. 6164'S 5 135 J31§r7 4871 [ 5 6728.5 4679 4t61 1149e.5 B 413540? 004.1. 11 1077 1 :73 .. NC [ 054.5 8 NC S/01, 8_5 !3'..•4 J: 7717 ')00 8 1 NC NC • NC ,m B I NC 000101 ZZ77 00O0 b 77 Cp ZZ '1 !T N C NC I NC 7 - 77 nC • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. f 3 � 7 a m 5 IITS9ht.Entry ExpanNentCalculationstLiF1•now t3c11 ucell•A ac•vsal 100 M. 111 1JaM 0. 1 4 1 ,1214 3■ 110.11 J 114 T3 AnU31140111% pg uotv8A [p meu.liev,..1.romokuom..edx3 A4u3•ItidiAl qs uemeA aclesid to 41&11111 Wale if 001.1114 PIK111,113 21 .454 _ 396 _ 22 4.11 6396_ 23 .725 7 821_ 74 1 .16 8 i_ J L w�y�.J1 N V m H. t ao � o- � I , O D ' O i_ I 3 .__ ,074 4881 236 1 039_ 10___ u N 1. p a 4 Tj 10 226947, p OOOO 4 4 4 4 6 8 - H - I ggg.H. gU3 QG4 rbof 003 . 020 pa3 ° Fo 627 3 3 13 ■16 t6 O w;.O= 9 22 - 71 o o a_ OO y_ 10 y 10,1 si y s 5 _1 95O _122491 I 29.988 . 122.996 749X " 191,791, ; 1 ; ::; H1:1a Lrhi.itt= :i: ,-11:11 I 111111111111 I ! I ! 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V t Jp Q O mu 44.597 6 0139;_9 mon .04812 ' 7 ' 057 7 01 1MA8 49 834 _ 5 _ 089 _ ..Of 71 I non 41 959 A 057 e -015 max_ s _ .045 9 ,.005 I mon J llIfl 41.764 - g g - g-- 33.14A_,50...281 5 • 020 7 008 intn .4 'F717 8 • 045 9 .005 6 (:T.A .2 4I .41 1 • 0'99 7 010115-1 556 ,,.08 4 .014 .81940 902_1_5 , min .36 497 029 7 .004 i' 8 .. W iD .. 0 I 5 . • 029 i .004 nun • .36421 a • .045 g mada 4CO34 .0598 • .009 mon 35 8 • .09 i 9 .014 Prnaz 38 8 6 .058 7 .014_i rrnio7":3.1907 9 009 max 38 896 b•029 7 .007 g.-- 0 • 1 3 � i. � p olP '.O Oi . rnay - 'W020 6 04 9 004 ose a . 04 tne• 65 891 5 .183 8 0 I mint_, 66 1195163 nnn 7 1 3.962 8 -.102 ' 0 max66 341 5 .163 5 max 66578 5 .1 • 0 min .357 t 02 8 Q ! .10 p.41 - - 273 - 0 - max • 66 803 5 • .163 1911' .13 8 . 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(puneu.t Ag \wooirn9149‘uooluordx3 Anu3996i qiiiiky ORAU3 as uomen ac-vsod OW1444 poalug It 4111444 P1434119 Design Sheet PROJECT (40 C Co i R LOCATION FL 3/ 4 ( 1 72 , 4 17 z I t 3Ct "W MnY ERrtc 50,1 , J '�' � . X�Z • �; toEz L ("2.'1 f►,Ljo, 'BD (eZ reat)o►J ley (L1) 0 A207 4119 % 7(0.(P In1(RCASE COMP T Z=0 CLIENT DATE / 411/ 0 3 BY A F e s \ - 5 "t1' " Le■Cs `aQ tc ' - it; i ,406 mx12 0:1`/ A, (00 irPcs R,( = DG.3 (.l) SHEET MAGNUSSM5G KLEMFNCIC ASSOCIATES • Structural + Civil Engineers 3 .5 use. -5 �1; . 0, 0. (0•0.701 r .10 /r <•Gy,, CLD ,,Ids A{•r+elosv(". so •( (a LJ� �.D 0 2 LFU - r E 8 -.3 g TR`1 L= 12 e =5' I. a. o.4.2. g e .1.9Lf 31.1— a n ' GC, Q 1 , 94 .0.0 xIZ 1,4/ S l / (0a 0P1d3 ,Ao< 12 f,'11/1 pti .b' 5�9w s1x)s Q . . ��' vs,1 s i,,d.s "-'12� /s+Ld kQp /.n� 0 �p 0 of ✓Y1 C n 0.1r 0 4rs �v We No '-b 1�t'ckvi SOG- duck 1 ` I t v'(kNSJ CTRY L 0.9►rty BLOC 5!v 0.15E0.(, v o r 1242 O.')5 CO .(o r. 5$ri2 •' /e O 3(0 < 10'4- + S$ )(lt : ac a 3, rs •' /t, �(.c 0�— w • 2 0 , 0 J = F- U) w wo 2 • Q = • o ~_ Z F. zI LU w 2 • o U Z 0 I— w W U z COLUMN BASE PLATE SUPPORT Column Size (eg W14X43) Applied Load (kips) Total Height (ft) Fy (ksi) Minimum t (in) Foundation Area f'c (ksi) L1 (in) L2 (in) W10X45 104.0 0.00 k 36 0.50 18 18 4.00 PROJECT: Museum of Flight Entry LOCATION: Tukwila, WA ENGINEER: JAF d bf Self Wt. Al (min) Al (min) N B Al fp Fp m n q X n' tp 10.10 in 8.02 in 0.00 kips max( 100.12 in 11.50 in 9.50 in 109.25 in 0.95 ksi 2.41 ksi 0.95 in 1.54 in 0.39 0.70 2.25 max( SKILLING WARD MAGNUSSON BARKSHIRE INC. BASE PLATE ANALYSIS ASD - 9th EDITION REVISION 1, JANUARY 1991 COLUMN DESCRIPTION: BF -1 (end column) MIN CLEAR DISTANCE: EDGE OF COLUMN TO EDGE OF PLATE (in.): ROUNDING BASE PLATE DIMENSIONS TO THE NEAREST 1/X INCH: ROUNDING BASE PLATE THICKNESS TO THE NEAREST 1/X INCH: For calculating column self weight; 0 if included in applied load. 17.032 37.143 OVERRIDE 0.00 in 0.00 in CODE CHANGE per ASD Revision 1 100.122 ) 0.310 0.501 0.513 ) FINAL SELECTION FOR BASE PLATE SIZE PL txBxN PL 3/4 x 9 1/2 MESSAGES / WARNINGS: BASE PLATE FITS WITHIN SUPPORT TYPE 1 DETAIL CLIENT: NBBJ DATE: 04/07/03 X= X= 11 1/2 00057 1/2 2 4 JAI 1 re w 00 U)0 w 1- � w0 co = W F- _ Z � 1- O Z t- w w • 0 O • D- 0 = H 0 u- O ui U 0 Design Sheet PROJECT pl Coe" LOCATION 5r44( cap`iC`� • ■ CLIENT DATE 2.(1 BY � r 5L wt" 60.1 cos ;2 Taws e -3 P72‘,/` 54 er � .. a o. - 1 5 _ a (Kt./ 1h I7P u( Tye/ 1 Cori a1ic70 k(0).,11 rtA CC097 ' i rJ "Pa SAY \! C' SHEET G, . 1.2' eoo Z D 1.? 1M MAGNUSS` 9r b8 ' KLEMENCIC ASSOCIATES ■ Structural + Civil Engineers v lL' ft . 5, v - i% 7 2 017s To coca m RXN tyL-pP C- + ►v ErAcC- a - H , - st^ Q 1 A32c BaLi3 I.Qr as C - (8) Design Sheet PROJECT (0C n\ 1 ( LOCATION Ej,'4 ( Cop Is ((o►,r) CLIENT & .s _. AT itA l CeL JMt 1 5ho 0 N °xa'a SHEET DATE q/ 7 / BY j 5ovy..0 U J - 3.3 (3)1/4'4) `4) A!5 _sC oti 8 Y INsCFc J 1 ? MAGNIJSSQ KL @MENC ASSOCIATES Structural + Civil Engineers 4- 1P r i - rye I EP h ick to 6 ( /0nin (5) A24 sC o -. 3'/ NSPccc b59 z ' W 0 CO • H � u_ WO gQ z • d � Z = I- 0 Z E- O 5 . o ff W W 2 F � -- - -O w • W 0 z Design Sheet PROJECT (n Gyipy LOCATION 56 )o 1- eekc r 2 < �. 1. 7 • SHEET CLIENT DATE /ND 3 BY J6V B + 10 - 3. .J Fy C ; M nJ ( S a Z By 111sPEc110Ni -7c p- MAGNUSSON OOa6DMENCIC ASSOCIATES Structural ♦ Civil Engineers R. e,('PcC 3� , t , P3 3-E•0 c P � 5.>` oZ z Q • 6 UQ W 2 U) ° w cn = W z � 1 0 z E- • w 2 • o o - O I— w W z � ..z w = : O H Z SoW I 1: Envelop* SWMB, Inc. SWMB, Inc. 76281.20 wen MT: , •r, Braced Frame #3 - Run for Beams and Columns 4:10 PM BF3- now.r3d April 7, 2003 i W 6 J U 00 u) 0 J H w Q fA I W Z = I-O w vo 0 a OH W UJ H- LL O w z. c) 0 z tt R Reaction _ _ Reaction R Rea ct.on R Reacncn - - geacbon FTeect on 12 ' '- Reaction R Reaction R Reaction ii [75 -11BC 1 __ 1y___ c__ -n_ ._DL___ 16 1 : 12.2 (s It7ill01111111 1 • 1.2 L 1.6 LlL UBC 12.3 1.) I Y C 1 1 DL 1.2 LL 18I UBC 12.3 (b•11 IyL lc' Ii DL 1. WL .8 1193___ UBC 12.3(c) _J - _, c I DL 1.2 WL _ •8 . 120- _UBC 12-4 (a) _..I Y_1 ... -l.c 1 __ -1 1_ DL 1.2 WL 1.3 LL .5 21 I UBC 12-4 la 1V e I 1 DL 1.2 WL •1.3 IL .5 l 22 I UBC 12.5(x11 I y 1 I c I 11 DL 1.2 ELX t LL .5 1 23 I UBC t2.51rt:2J I V c J_t DL 1.2 ELY 1 LL .5 L24,J_ UBC_ -ii _ fy1Jc1__1 I DL .1,2_ _ELX •1 LL .5 1 251 - __UBC 12.5(0.2) _Iy ___ c ___ _1 1_ _ DL 12 ELY _..•1 _ _LL., ,5_ ___ -_- 26r - Oac 1 2.510.J-_I.1.. _1..E .-1.1_ DL_. 1 2 ELX 1 1 27 I UDC 12.5(c•21 ( y c 1 1 DL 1.2 ELY 1 E211_1_ UBC t2.5(d ll I V I I e i I t DL 1 2 ELX •1 129I__UBC12:5(d•2)___1y___c __1 . O1. _ 1.2 ELY •1 DOA _.. _ DI. . ELX 1 1 I __ UBC 12-6 (a .2 1_ . _ 1.y.. -c . _ .1 I _DL . .9 • ELY__ 1 _ _.__ _ _- ® 1 :• 120 mow , c. t . .9 ELX •d 1 33 1 UBC 12.61.23 _jY_ e I 1 - 6 - 1. 9 ELY •1 ( 3 q._f . - --- uec.12:61a1- .1y1__ 141. (_t ... oil. , 9 ...._ WI, --- . 1 : 3 __ 1.3 l y ._ _.E_ 1 1__ •. ,s _W1... 21 a.. -------- 1 I wed stn i .. I w1. , -i Wald ¢th • I I I 1 W ' •I 1- 7--' EOOnn1-- -'-- -- - -1..1_ .ELX�_.67.- --- - - - -' -- 1 4 I E00012 1 I i 11 ELY ' .67 r , LS • EC, aih3 I 1 FIX •67 UM. • 311t21•111111111i• , • 67 1J.:__. 1i -I) c 1 1 DL_ -• .1.2 , Ll. ,,,.5 ,, .ELX_ _2.2 . ___ C 1 -AISC 3.7 1•41 1 I _l4 _-_ i _ .. PI._4 1.2._ ._1,L___,._:,5 Y ELY_ 2.2 - 1 4_AISC3.71og1 _ ._..._.,.4___1 1_ .DL _, 1.2 - IL_. - 5, ELX_ •22_ _ 110 1 AISC 3.7 (k,2) 1 I 0 1 1 DI 1 2 LL .5 1 ELY •2 2 1 11 MSC 3.8(a•I) c 1 1 01 .9 ELK 2 2 112�re 3 1101 ' 1.19-.4 =__24H_. 1.v D3 13 , _AISC 3.810.11) ! . jc • _J J _ DL "_, _9_ ELX, •22_. "__ [_1 _ _. NSC 3{t "10'21. -1-1 _ILL J 1 PL }___,9 ELY } •22 D. 444 11 - - -. - mail 63 ?63 - 6 Sr _ " 70 74 1 21 " _ • 71 1 35 7 573 • 21 16 742 20 - 1min .82.364 •5 937 35 • 49 646 ..1 34 . - 1 .783 20 7 466 20 •18 393 21 12 , max 2 912 23 4 798 29 46 174 29 576 349 23. 13 097 20 - mini .1 572 33 4 815 _ 23 48 057 23 _ ; 574 .188 .13 21 1] • 30424 ® 4 01 2 . 0 , 1336 20 319 r 1 22. 20 .. _._.___ m 11 • 7 .. -44431 •:• 5 -5398 • -. '• •1 304 1 1 max 0 49220 28 477 31 0 000 i 15 0 000 0 000 I 0 000 ran -71 529 21 •29 23 ?3 0 0000 • 000 Tt 5 0 000 max, 2 1. 0 ( .. tI 0000 III 1111 • •ou Ili O••0 I •'00 ii 1 1 I wed stn i .. I w1. , -i Wald ¢th • I I I 1 W ' •I 1- 7--' EOOnn1-- -'-- -- - -1..1_ .ELX�_.67.- --- - - - -' -- 1 4 I E00012 1 I i 11 ELY ' .67 r , LS • EC, aih3 I 1 FIX •67 UM. • 311t21•111111111i• , • 67 1J.:__. 1i -I) c 1 1 DL_ -• .1.2 , Ll. ,,,.5 ,, .ELX_ _2.2 . ___ C 1 -AISC 3.7 1•41 1 I _l4 _-_ i _ .. PI._4 1.2._ ._1,L___,._:,5 Y ELY_ 2.2 - 1 4_AISC3.71og1 _ ._..._.,.4___1 1_ .DL _, 1.2 - IL_. - 5, ELX_ •22_ _ 110 1 AISC 3.7 (k,2) 1 I 0 1 1 DI 1 2 LL .5 1 ELY •2 2 1 11 MSC 3.8(a•I) c 1 1 01 .9 ELK 2 2 112�re 3 1101 ' 1.19-.4 =__24H_. 1.v D3 13 , _AISC 3.810.11) ! . jc • _J J _ DL "_, _9_ ELX, •22_. "__ [_1 _ _. NSC 3{t "10'21. -1-1 _ILL J 1 PL }___,9 ELY } •22 D. 444 11 - - -. - mail 63 ?63 - 6 Sr _ " 70 74 1 21 " _ • 71 1 35 7 573 • 21 16 742 20 - 1min .82.364 •5 937 35 • 49 646 ..1 34 . - 1 .783 20 7 466 20 •18 393 21 12 , max 2 912 23 4 798 29 46 174 29 576 349 23. 13 097 20 - mini .1 572 33 4 815 _ 23 48 057 23 _ ; 574 .188 .13 21 1] • 30424 ® 4 01 2 . 0 , 1336 20 319 r 1 22. 20 .. _._.___ m 11 • 7 .. -44431 •:• 5 -5398 • -. '• •1 304 1 1 max 0 49220 28 477 31 0 000 i 15 0 000 0 000 I 0 000 ran -71 529 21 •29 23 ?3 0 0000 • 000 Tt 5 0 000 max, 2 1. 0 ( .. tI 0000 III 1111 • •ou Ili O••0 I •'00 ii 1 D. 444 11 - - -. - mail 63 ?63 - 6 Sr _ " 70 74 1 21 " _ • 71 1 35 7 573 • 21 16 742 20 - 1min .82.364 •5 937 35 • 49 646 ..1 34 . - 1 .783 20 7 466 20 •18 393 21 12 , max 2 912 23 4 798 29 46 174 29 576 349 23. 13 097 20 - mini .1 572 33 4 815 _ 23 48 057 23 _ ; 574 .188 .13 21 1] • 30424 ® 4 01 2 . 0 , 1336 20 319 r 1 22. 20 .. _._.___ m 11 • 7 .. -44431 •:• 5 -5398 • -. '• •1 304 1 1 max 0 49220 28 477 31 0 000 i 15 0 000 0 000 I 0 000 ran -71 529 21 •29 23 ?3 0 0000 • 000 Tt 5 0 000 max, 2 1. 0 ( .. tI 0000 III 1111 • •ou Ili O••0 I •'00 ii 1 r Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76261,20 Global �ui•ii Co di LTTr 1) Alst ?rte, AISI (ly Allowable Stress Increase F•Ac min 1.373 14elude Sniu Diiot Ve Include Warping .,_ .__"._. --_ '" Yes ' .splay S•cb Int Memb•• Calcf 5 ..----' -- Matintest Sect* o ns_r mint_ Calm 9 Redestgn Sections P•Dees Arrays* YclerIna _.... -- - _ ...__ -- 0 5 • • ___..._ _ - Venice! Axis . _ 2 M Ares Load •sh_liii^2E 144 - Merge Yolerence (m) _.. ._... .12 dan Se O.labaa. Marna! 0,44 aa SAfWI 814!71 1 8 . 8 1 8 J(Ta (Taman) TIC labor_ 1. � -7C 7' 1610 12 1 2 21195 2t195 4239 • BRACE . PIPE :6 OX • • _ PIPE 8405 I� 1 2 t 1.2 „ 40491 j 40.491 • I 80 081 1 BEAM W14548 WF • 141 ' 1 2 • 1.2 514 455 146 Metaja/a (General) Wm* Label Young s M00u4n R Mon G a Pavans TA wr WsKIN tw+n ly Yen Stress 1k 1 __ __Lk* R.Rollo yr 10.6 11 141 11' (011 r. -PIPS 29000 11154 .3 IJ ..65 � - : .4 I 50 Joint Coordinates Jaaw Label Member Data Boundary Conditions Jranl Label 4 5 Ain 6).d .d Moss a. 101.04.4 1 1 I L Company : SWM8, Inc. Demonist B, r : SWAM Inc. Job Number : 76261,20 5 t L 6 6 I L Braced Frame 83 • Run for Beams and Columns n X•A.n Snaps Anne, Labe n R &A I Joni J Jut K Joni ko --- -- __- -- -... _ . __.._.ltk•9r••1 Set t 4 5 90 BEAM WF 2 6 5 90 BEAM WF 6 4 90 BEAM WF 1 3 1 COL `PIPE 12 2 5 . COl PIPE b X Caoruh V ConnI 7 CnordnaI. Joni lamlrsl n A 115 �n1 IF1 D .... D ._. _.._ .. 0 0 1884 --__- ■ 5 - 0 1462• 18 P4 •1 666 7.3125 2055 0 0 •1 5 _- 12_ 0 14.625 • •1.5 _.__13_.. _12666 - `__ _ . .1.5 . ___. Jan Labe K lnmlat Y Ttarrl.lon 11ofuu , um 147 Mn nout,on t kn •Id --3-' -.. -.A Ra coon_ ._ _R•!cbon. _. Y X Y, Y RISA•30 Version 4.50 (I.\Flig5DEntry Expani*n1CaKul•Iions \BF3 new 1301 Brand From* 83. Run for Bums and Columns M agnad Or kfi n r 1 10241 1 3 05 •5 283 Y I 3 05 X •5.283__ Y 3.05 Joint Loads/Enforced Displacements. Category: ELY, BLC 4 : EQ2 Ann Law Mood IMI.n a a u •caon agm .. .�. IDMI+•p• ant - - P s4L n rad, l•w2m1, - 4 ----- L X ' - .13 2 4 1 L Y I - 4. 6 5 L - X 10.6 5 I l •183 6 L X -13.2 6~ L Y - '-- - _ -4.6 -_. Joinikods /Enloreed.Displacements, Category: WL. BLC 5: Wind Jan Label CAW CAW lUlas•a Dm bon a Mu9r 0u 14 LQLt .c•m 41 anl p 11 n tad 1'. '741 1 4 L k •6 4 5 L Load Combinations (:n Nun D•Mrparn u WS PD 61455 CO X -6 4 V 1 4 X -6 4 • Y J 4 .7 9 Facto BLC 'Fano, RISA•30 Velston 4.51, II WIt9nnEnlry Espana* \Cakulationa\BF3rww.r3d1 1.1Y 8o1ahoo • Ap il 1, 2003 Ch•cAed By __" Down ham h y o No • _ No __ No No No - No-- M1 I*,utert M n +am A41r Meows Phy. End hes•. EM urn Onsets Insane Moo 6.1 n !End }End 1•EM And Cake town Y YOU ryr ryr rot ryr -• Ain) . - In) 1 I li 6 Page 1 April 7. 2003 4' 10 PM Checked By _ BIC hac k, .A' 14 737 14 737_ 18 64 t E 04 Company : SWMB, Inc. Designer : SWMB, Inc. Job Number . 76281,20 Braced Frame 63 • Run for Beams and Columns Member Data (continued) K•A.n any* I Massed Pty. Fm I1•wwaaa EM Onse wcM• Mentor lam !JUN JJtr4 K Joni Rnu* Serwre, FM wenn 17M JF01 I.E01 01 Cah lm)►• ldoq,« S•t 1c ..7 _ . _1• _ _1n) 13 3 1 8 COl 7 PIPE 1 V I 206 21 1 .5 D - PIPE Y + nPly 2, e5 22 • 3 � 5 - I I " BC O R ACE I. PIPE V PIN (1enPIN 23 1 65 5 101 11 P .. 102 1 12 1 2 � .. COL PIPE Y _.... 15 703 13 3 ... COL PIPE Y ..... .._ __. 15 • Basic Load Case Data Load typo 1 nun PLC No 84ac load Case Calnyry Gwynn Orally Pan d n Panora gra . now npenn Carla (MUpoon 0 Y 7 J Fu DM hat Ana Sul Dead . DL Dead 1or! •' -I Joni Pan 2 2 _. . . -_t LL Lwe Load -- . 3 2 2 ', ... 60 • ELX Eartlquake Load X 5 02 ' ELY Earthquake Load Y' 4 1 5 Wind WL Wind Load I 6 Distributed Load Patterns Panne Lata4 taw., 6ulMu uu1 k1l I ) UNIFORMY UNIFORM2 Member Direct Distributed Loads. Category: DL. BLC 1: Dead Mentor Latrl ectm, Shed Magna.* EndMqo* •t Sudloc. on EM lon 2 :_1 2 • . 1,1491 .. _. P°I .; F) inu0 a \1 .. _ . . -- -- --_ _ .J _ _ •.115 ._} _ . - -' -- - .___ :..i_...._.. VT.') 0 0.. _. Member Direct Distributed Loads. Category : U. BLC 2 : Live tew Lobel (4ecbar, 6141 m M MM,.l m n Maga% E. Suet locak (50 J_ o j Ivn F �n •.1 2 -' --- -- '717 0 2 2 1 • •.063 0 Joint Loads/Enforced Displacements. Category: OL. BLC 1 : Dead N p I Joni lut load Noss 0 0.•101 Mq.tun - - • - - - - - 107y,i.c nrnl ... .._ .. j5. .' tad, k•$ 2m)-- I_ c - -. no • • in .10.11 Labe Joint Loads/Enforced Displacements. Cateoory : ELX, BLC 3 : EQ Mond IMl•u a Orson, Ala4,ilude U r.emenr O 4n n urI r.•2a 4 _.. L ... I X I : 5 203 . Joni Labe .1 m n Opal Mass or Necks, IDS ju.remeiri L I Z RISA•3D Matson 4 55 (IT iignnEnuy ExpansaniCak:ulations■BF3•new t3d1 Page 2 Company : SWMB, Inc. Designer : SWMB. Inc. Job Number : '76211.20 Braced Frame 63 • Run for Bums and Columns Load Combinations (continued) EM M•ry.kne Sun local., 601, I (e a •.) . Owen.* P w.lt 121.10 les'3ni •16 6 -"--- 2.1 Apr4 7 2003 4 10 PM Checked By 00062 u End lnwon n ( 0 0 0 ukm End Lo 10 a• April 7. 2003 4:10 PM Checked By Nun De,enpv, Env WS PD SASS CO BLC Fame BLC FaeIa BLC tack, BLC F441. Envelope Reactions Ube be X Feu Y Force 7 Face X Moment ad o Y man 2 Mata n e ) lc 6 e1 Ic Page 3 RlSA•3D Venn 4 50 II W I.gnnEnoy E.pans ion \Calculabons\BF 3•nsw 13•1 Page 4 ,I• A" W o ,. Fl °. ..Y i.: unit :intii 110 101 1 ry� N ' 1 W 1 N I+ 1 F 1 a fr 1. V. i W 3 9:_ goo'o NY+ 000,0 8888 I N � r, Ir i N N - fr",a 0 ,-,'• . 0 4 4 1 3 g max._ 0 35 .002 21 .002 non - . - 00i 1-• 20 • • 002 20 • 002 I 3 : 3 S.. t 00 Ot o g8 0 0 - 0 - 3333 3 . 8888 N �OWC4 0000 0000 S. p max j__ 23. _,O _+23 j _ j _ ,0 min. 7 170' 0 29 0 333_I�3 3 &0 m2,7,; 0000,00 0 0 5. logo V {• 1 0;0 0 0 [max 0 34 07503__; I non • 002 21 0 20 • 003 I LiiiI.. NC 2C349934 20 .3 5458.4 2! 5 24464 1 20 .5 T 00 1 j 1219rie-4 " 15 0 21_ 1. 48e-4 20 .1 773e4 4 3 3 . . 4 23 2 952e 9.1.995 1 CC 9.11651 CO oo �v Z22ZZZ22 o ono L55 7 494u.4 21 NC '5 •7649e.470 NC .11V NC., 21 5E1744 121 NC; 20 .5 736;:4 20 NC I 0 0 21 2,3 3 0 _ NC I i 0 0 1 -- 7 - 1 - 1 • 1 - 85 - 20. - 1 - 121 20 912e-4 70 1 - 21 8128 592 20 6074 55 121 9:4442 1 20 892B ,U� Z22222Z2 n 00 n o n 20 NC NC 21 NC 20 NQ 3. S$ o."28 max _45 128_; 16 , mm 99 1351 ITp 46 992 33 mn 49394 23' [ max 47 765 29 rn ,n 46465 • 23 [max 47 456 33 ;max 49 076 2to non • 48 4 8 1 5 5 ' 2 max 57 441_ 16 on,, 13 844 max 57.751 16 mm 14 076 34 min 14 308 3: NC 2 NC NC NC NC H I NC C- 1 NC 1 NC - NC ZZ n o NC NC NC ZZZZ nn nn Int NC I [ 5709 245J 9495 487 9632 375 00 00 I : 0 1- 9 11 • • O 15 0 180 33 0 - .293 * 15 • - 0 I EQ.'''. S o,g ,i,..1 _5.381 4 012'" 488; 4 363 5 383 21 1 4 032 48 - 6 -1r--- 1 -7 4 -- I - 74 _ 23 .664 - • 748 29 -• 335 N N N N I 20 101 1 ry� N ' N I 1W 1 ,J 1 F 1 - a H 1 !N H u. IW , N - fr",a 0 ,-,'• . 0 4 4 1 3 g ; m a W IN I+ . 'a I 1 11' H u. i W 1 1 I+ IN a max 74 953 21 • mn .9616 • 34 non 1 max 24_12_1_110 0,,*, -?12'6 36 L 23973"51 ti, 24 28:) 70 I max 24 606_4 20 - .22p_t2 ; ma. 24 444 20 Tax 4 768_j70, rran 731 35 .6&._U_91_, IC 76rT7iC575 max 4 In9 4016 max 46 495 27 rn,n • .46.154 33 max 46 324 27 max 46 647 271 mo • .46 333 • 33 max 43 7717161 Inm 8 881 36 3. S$ max_ _4369 44789_41j I nn 9645, '35. max 44 45 1 1 max _45 128_; 16 , mm 99 1351 ITp 46 992 33 mn 49394 23' - 48774 211 max 47 224 33_, Ton - 49084 [ max 47 765 29 rn ,n 46465 • 23 [max 47 456 33 ;max 49 076 2to non • 48 4 8 1 5 5 ' 2 max 57 441_ 16 on,, 13 844 max 57.751 16 mm 14 076 34 min 14 308 3: r m a in L 1 58 4.7 6 7 8 3f -1 34 5. max_ 5837 16 max 4 324 23 - .3 668 33 non .3 828 33 max 4 192 23 nun -3 748 33 6 544 23 8236.4 .5937 35 .63 263 I - 766T 061 15 -0H6] • 03 .133 • 1 - 6 -- O 15 0 r--7;'72';-- ;2' -111-i I_ J93 15 0 7.5 0 E"094 35 0 00 00 I : 0 1- 9 11 • • O 15 0 180 33 0 - .293 * 15 • - 0 5 383 2i7""4032 48E 20"-8 363" EQ.'''. S o,g ,i,..1 _5.381 4 012'" 488; 4 363 5 383 21 1 4 032 48 - 6 -1r--- 1 -7 4 -- 5 383 ; 211_4 - 032 j - .5 486 1 • .4363 - 74 _ 23 .664 - • 748 29 -• 335 74879 • 335__ E7 ir 23 664 - • .748 29 .335 [.8 1_ ;4 • ? • 335 : 9 .74 23 664__ 1 " :74 - ;33 j _21 .1641351_8E92 . 34 -8 39 [ 1 305 , 20 863 2C/1 21 189 914 j 71,2•94 21 - .832J 21 4664.3 20 191 461 _ .1 34 70 -839 1.184 .35 692__; •1 34 20 .8 39 1*84 35 8692 -13420'7 -839 1 184 35 • 8 692_, 7, . 3 5 4 7L F . - 7 - 205 21 • 424 10 365 34 .3a 1 .12267 21 • 5 "' a ,.Y f.„;WmW ,124 _..33 *645 • 12P 23 •1 92 I - - _ ,..n 15T'1 473 35 0 1 ��, ' ,-;>7.,7-7. - .1-2-{HL-g-4-1424- 1 4F 33 15 20 0 151 1309 15 15 .1403 - 35 0 151 842 - 33 • 1 1 51 20 0 151_1,746 15 15 .1403 35 0 *ST'T121 33 ;,- ;;NVW.'QI.Wi•t.,, 1111 .1!03 g- 0 IS ou 35 77 351 51 958,_, 201 146 - 21 MO 1 201 21 , !NW ov�IU ±W ' H 14_325_ 2021 481 201132 763 21 .14 502 21,1 .33 002 PLI 14325 - 1 B N O • a.�i 20 -!; WW 13 C9720 b49523j7.474 24 • 331 - .11.1 055 7* .4 149 23 - •7 292 23 W o'1'n .W.'V 13-17V3- -M 214A-it W4 WWO 23 13 087 20 1 39 34 3 162 23 33 .13065 - 21 - • - t - 7ti 21_[ .3089" 33 33 .1 2 - 2 1 90, E.3 1 2 .1 ¶ 51 0 1 , 2 3 0 6 [ 23 ,207 20 7.17 , j 33 6 646 _ 23_ 1 331 .3755 2 - 019 123! -662 29 '.N ,I- vI m N !�IW v4W .p J0 _s31 21 *5549 20 77.294 21 16.218 20 70 .15788 21.52 904 120 .3 144 ' 33 I I 1, 549 20_76 355 211 9 906 20_ 1_ 201 -7 1 - 5 288 .45 5 '2 72 20 21 1 15 549 20 6.125 201 3 747_ , 23 p�pyr� WWOW IA „.„>1. 32 36 -.3 4 48 - 1 2 1 89 13 8 83; - .21. *65.49 _20_.135.154 3 5 20 '15288 2, .86463 211 .9 21 15.549 20 45 64 2,619 35 m. 2 20 • 35 •10 115 23 33 .111 35 101 25' 47 466 35 23 • 124 20.1927 23 [ -18 667 20 16 742 20 7 573 16393 " 21 • .7466 I 1Alir-3?-+R I 1 516 70 1 191_ .1465 21 566 1.516 20 0 466 21 0 - 1516 20_1.191_ •1 466_71 766 1 516 20 • 1 588 .1456 21 1 021._ !Al to W ,n.W' + -- v RU 0 W __ + a • ;. ow . In - .524 15 466 • 30 .� u 5v� .... 101 N 1 I, 1Max 055 33 [ 1 r9 • 057 27 - fr",a 0 ,-,'• . 0 4 4 1 3 g 1 N 1 irr.al 0 44 rem • • 302 • 2 a . 'a W N l u ,N 1 V. I a 'u 'N imam 0 _ IS I 'nal 0 15 [T4; -023 1 27J 02* 1 351 [max .014 '36 Eron 6016 [761 3. S$ 7' m a o: 7- 00 0 2 i -- 2 3 td max 6005 351 r”.” 075 ¶61 max • 003 35 mos 16 me. 6002 35 [,.. 6005 20 i. 8 ma: [ 0 231 ;max _ .02 23 non • • 019 • 29 0 014 23 Moo 0:4. 24 6__ _11 m -002 29 0 1E 0 max __ •_007,: 11101 01 Imax j 3.4J I Phi, • 023 JEL non .016 lj max .00, ?.._] Mr • 0139 0 ‘,03 r ;max *699 21 I n -*702 2C I I ro6- 20j ;max . 64 21j [ m •1 00 00 - 177 73'07I - • 065 31 • • 137 1 .116 29 .093_, --- .122 -1- 37 1-1- 7154 EQ.'''. S o,g ,i,..1 ' . g ° [ ..11+ 33 j 61 2c , ii 7723 21 , • 114 2 • oep. 36 -7 '9'4.3 20 NC 1 .176 _29 .068 1 201 5 441,3 . 21 3076 465; • 014 31 • 066 1 35 ..5 7064.7 20 NC - � Ic pig 1 '66 29 045___I_2C 4 1110•X 21 7'o3406 '29 042 31 - 047 T36t'321e.3 23 691o4 '65' 30 2 043 2 3! . 3? 7 :9V3 f O c 002 21 U I 4 2.1 NG 0 34 • 0 [ 151.1 451e-1 20 NC L1.668_4 20_.__1 022 . 4 20: 9 5950-3 21 148 522 j • 00t I 21 1 .9 7 70 .1 4. 1 2 [ 1 305 , 20 863 2C/1 21 189 914 j 71,2•94 21 - .832J 21 4664.3 20 191 461 _ 764 20 .521_J 20 *83 00 o 0 .121 33 049 • '25 23 0E9 .106 _ 29 .039 1___1108 23 • 054 ! 1 29 7 2:4 o7 23 ,124 _..33 *645 • 12P 23 •1 92 I - - _ 102 _ 70 ;_1 575 • 097 :35 •I 571 ) 02 I g l $ i 20 30C 06 0 0 [ .251 35_ 916 ; • 1 29 20 - 97' NttN n '¢ ;• oc oc 2j 856m-3 21 NG 351;7 0726. 22 4 34j T7520-3 452e9 21 7418 8551 - 21 I•5 631e.3 - 4384 tit 21 5252805271 23 „,,c p 7511 2112e-3_ 21_ _ NC 20 NC 3 24.1 WAV. 2 3,6 4 .AE - 2Q_179234.3 21958 996_; 21 1-2 961e.i 970 459 j IS 69915-4 21 rN4Ce pc, e OH . 21 NG 34 E 315e, 7' NC ; I 21 20 NC - I _ ;_t 5 .1. ' 15 •!: 0 1: NC 1 - 120 9 52141.3 21 _1820 2E,1 1 .1 1 1 6975 20 1767 652 20 i 73261.3 21 424191,0 21 1 .7 4564.3i2C • 5017 5E71 20+ 5 13E9.3 _21_ 5044 5 2 ,•5 226..3 20 - 641 70_17 04 2e.321K___ 71 1.2 99520 NC 417 2 4 495,3 21 99r4-3 23 NC I ' .1 594•3 33 6399 3 1 3 1 49 04 461.15 351569/ t'17Er •7 75 2 31 3N:1 20 20. 7729 I NC I NC 2cnF1511713T 3A ;31 . 3383 35 • 21 I 29 , 3214 152 34 =4 637_ 21_ 71 56.:[, ; 29 ). isxc lIt I 23_1_ NC - - 7' : 74r . .101 2i 201 251 614, 20 [ 21 1 797990 21 ; vo 'W 23' 4829*- 20 J__14874: :21 221 20? 70_ _115_1_250762 21: _ ZZ T I I ZC • NC L"- - NC I NC ZZ on 1, 74 20 1431_165_ 21 7Z T 2499 61 20 i_2574 6 26 5747 77 34 L!20500 21_ 1 23 ZT or ; .116 242 20 I 1 t • 1 444Z ' 4 33 c 3. r m a T m o. n 3 P a ; I W 0 m n 1 27 00 NN vu O i W 1 N '+ r. 3ryr3Ir1'r 33 : il p. I p1 3 r pp NIW I • . O W ►W�1 W '4• I 4: ma �ga`1' Li-► I W.N.toN N O.N N NE 1 0 i� l y 2LT'>T1°a�, . It W N W N N W N W N v 0I n +ou• 1 W Z 2 N 7,°n� ► 0 2 2 Z an ooN r l l n+��nC` vm k1N N N WI' N N + U UI+ rnw T N I. WW 2e. V N - N W NN NM O. NU vw zz vv m. wN A 3 0000001- UM W NNN4.NNVN 0 N 0010000 88 88 C 88 4 y N , CoOC•O uWo :'' =ba4 �:'•aY 21v 00 ? 3 9•TN!N C+. N ' 14 4 O o 3 00 8' V O Cr n'OOw•-••0••• l v °WON 00 00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. gos 8 m 1961 \uo.suidx3 A9u3uo8;11111 suurnie3 pus vulvae unu • ce oule44 pescre 1 A OS R154,30 Versron 4 59 11 T1476MEntry Expanson1 )1 1.1 4:11u 2 k .192 0 25 16.742 •10 13 816 I _ in ri 'lob 3 432 14 737 21 21 , 105 .132 21 1.11•1b 11 3 0 0 . 0 0 20 12 130 18.64 II 4 In 23 .089 034 2i 1.1 b 20 Ht•1s - 13 - 7 - 7602 21 473 2.1 .264 11.428 i .034 • 23.8 - 0 5 959 .6 578 20_ '1,•1• - 101 • .714 1.5 _20 21 .319 21 H1.113 102 ( ,104 1.5 a L .103 .286 0 0 98___217__1 72_,...33 -4 615 23 .2912 23 H1.1b__j 103 .6'8 1.5 20 0 Ht.lb Company SWM13, Ins. OesTrtor SWIAB, Ins. Job humbor . 71128140 Broced Frame 53 • Run for Booms and Columns lAarnhy Lat. Wan April 7.2003 4 10 PM Chocked By •••• .. U . .' l^ I • • I I • Anal lc Wan ty IC &RV 11 Lc IC Merv. 4 1•1 n Envelope Member AISC LRFD 2nd Code Checks LM, al Can CI* loc Sham CM Inc Ow U4r0 59 MO111.9. •39 0 25 18 " - ptc•Pnc Lc 2'308l ---- - A - T - 25 32003 3 21 320 03 11 , 21 392 12 23 392 668 _ 13 1 2C:= .264 21 - 27 101731 22 1_20 _i_104. 29 101 21 478 392 102 21 • 476 392 Law :F • 1 5 • pW•Pril coehln pACIAnt.1 2011 241 312 - 72011 -1- 240 564 72 011 240 564 138 004 004 130 004 138 004 1 .004 ; 138 004 43 563 - - 43 563 t _I _43563 .1 139 004 138 034 1 139 004 138 004 1 I RISA•30 Verson 4.58 11AFI911■Enlry Expanoon1Calculalionst8F3•79cw r30i Page 9 4 Compsny : 11W8113, Inc. Des.gne • 11W9•18, Inc. Job Numb*, 78211.20 0 0 0 6 4 A 7 200 410 PM Braced Prime 83 Run for Booms and Columns Checked By _gp velopq Member AISC LRFD 2nd Code Details, (contiqued) 1 a, IC P cd•r;Pm 9 y.y orsr; r I 103 - 20 478 392" i 50. 1 138004 • 113 do• 1 ' I RISA•3D Verson 4 59 (I V ExpansamCalculahonslBF3-new r3di Pugs 10 -4•-•••• - mill 74959 • 1 - 6 544 • 20 " 62364 mt 66 20 2 1 16.742 •10 20 15 92i420 I . 0 21 •16 1 21 . 07 1 3 max 4 934 21 8 544 20 364 - 43 26r 20 2 it 742 , .t6 393 21 3, H .39 P . 1 J 747 L ?o 35 20 mm•70 34 .S e37 .4 iz _4 _ mss 749D 21.. non • .9 701 . 34 6 644 20 _ • 937 - 35 62 J64 43 263 20_ 2t 16 742 20 •1 6 393 21. 62 694 .63 598 20 21 5 959 .6 578 5 mitt 74.885 21 , r ,n . .072 - 34 max 48 174 29 M91 • 'I 23 . 6 544 ., 20 , •5 937 36 4 7178 1 29_i, 4 15 23 . 62 364 43 7 _1,572_, • 012 20 • 16 742 21 .16 392 331_13 097 23 ; .13 055 2() . e6 Oe 21 47 321 20,___ 349 _ 21 .188 20 B 1145 21 •902 23 _574 33 • 576 1.22923_,; I 23 • .22L_IL 23.6.3._[. ...IL 3 44 35 20 ' p_, 23. 1 [444 ,2 _ 1 102_ 1 2 max_ 46 149 MO 4 s op 23 98___217__1 72_,...33 -4 615 23 .2912 13 092__ 23 .13 C•5 _21 33 •130E 23 --- .t 3135S 33 13 097 _ 27'17 29 .401_L3) • 743 20 .9911_3_33_45___22_, 20 3 maL,__■_18.124 29 irm .4tritr'iffIiit 4e1 : 29 rnm ' .48 13 23 4 706,...,29 1 572 2 .2 131I 4 196_,_ -4 815 ; 23 •2912 4.796. 29 _1.572 -,- 912 ,...4___01ss 7 20____2 17 2.1 4 0,4 _33 _6&46 2 21 • .42I . L:..2.L . 5 Jt11 • 319 5_ mai. 4 - W --' - 29 - 1.,n" --- .4_e w 1_____ y33 __ _t,_ max 61 .1.58 U 4: 01 21) rmq/ • •13 cse - 3$ 41434 • pt *. 3,2 i 2i7 29 • 0 4 4 "1 • 15 52e •1c 104 20 21 J 54:: • 656 2 M m i l: 6 4 1 t;1 2 " 1 .1 ? 4 2 24 -° 20- 41 1 7 2 6 1 7 70 3 .4 . 1. r 20 s 61 N. .. 4 I • 44 434 21 L • -30 .12. 21 1 22 •18 3714 . I ..■ 12 -19 17 0 8 .0G r,,,, • 693 35 I • 6 389 4 m4 ° • 3 2 1 ?1 7 5 g .. tir -2 t - :■ - ■ 1 1;4 m„ % g1 3 • I ;1 • S Rm. 61 237 _ 20 . . . rnm 4 7? - 35 " 45 01 . 20 - 44 434 21 - 32 22/ 20 . .35 424 21 .15 522 . .16 304 20 21' 44 482 41 99? 20 21 -62127 61 331 21 20 Company SWM13, Ins. OesTrtor SWIAB, Ins. Job humbor . 71128140 Broced Frame 53 • Run for Booms and Columns lAarnhy Lat. Wan April 7.2003 4 10 PM Chocked By •••• .. U . .' l^ I • • I I • Anal lc Wan ty IC &RV 11 Lc IC Merv. 4 1•1 n Envelope Member AISC LRFD 2nd Code Checks LM, al Can CI* loc Sham CM Inc Ow U4r0 59 MO111.9. •39 0 25 18 " - ptc•Pnc Lc 2'308l ---- - A - T - 25 32003 3 21 320 03 11 , 21 392 12 23 392 668 _ 13 1 2C:= .264 21 - 27 101731 22 1_20 _i_104. 29 101 21 478 392 102 21 • 476 392 Law :F • 1 5 • pW•Pril coehln pACIAnt.1 2011 241 312 - 72011 -1- 240 564 72 011 240 564 138 004 004 130 004 138 004 1 .004 ; 138 004 43 563 - - 43 563 t _I _43563 .1 139 004 138 034 1 139 004 138 004 1 I RISA•30 Verson 4.58 11AFI911■Enlry Expanoon1Calculalionst8F3•79cw r30i Page 9 4 Compsny : 11W8113, Inc. Des.gne • 11W9•18, Inc. Job Numb*, 78211.20 0 0 0 6 4 A 7 200 410 PM Braced Prime 83 Run for Booms and Columns Checked By _gp velopq Member AISC LRFD 2nd Code Details, (contiqued) 1 a, IC P cd•r;Pm 9 y.y orsr; r I 103 - 20 478 392" i 50. 1 138004 • 113 do• 1 ' I RISA•3D Verson 4 59 (I V ExpansamCalculahonslBF3-new r3di Pugs 10 -4•-•••• 11 DL R.achon Aleict Reaction Reaction_ Reaction Reacion TReactron - Nee cton Reaction 12 • Penman Reacton Reaction -• 13 1 16 1 UBC 12.2 (a) I Y t l e l 11 Raccoon -7 -.. Reaetlon Reacban Reeeoon Reanon Rae enOn React Reaction - "< F15 I_ UBC 12.1 c I t DL 1. 4 7 . 13 107 407_ *43 24 * 8 14 _ ___ - .__ __ ___Iy_____ 8 10 12 max _G2 " - '�minl •4.208 ' 1 16 1 UBC 12.2 (a) I Y t l e l 11 DL 1.2 LL 1.6 8 *i4 649 8 -- :504 -7- 14 27809 - 8427 8 10 13 ma 9735 -' -" "' " "- 1 mm I .64 14 3 - -- - -EO Drin f ___ • - - - -1 -1- _ ELX- _J_ _ � 12 463 • :16• OCOO 7 1 10 2J9 :n 061 0000 ..- - ..,_ __ _ • 4 MI Y c 1 • 1 2 LL .5 10 0 000 1 5 EO Dnh 3 1 t ELX • 67 0 000 7 0 000 2 mac 1. •u 1 GEM W o 000 1 181 UBC 12 3(5.1) 1Y• ICI I I DL 1.2 WL .8 1_19 j_ ___ UBC 12.3 (d . LY_ .. ._ c L1 1 2 WL ._, . : _._ -_. _ . __ _ -.... L201__ UBC (s) Iy I 1 C L J 1 DL 1.2 WI. 1.3 11 .5 ., 1.2. _ 4L _.y... 5 ELX _ ..2 2 . .. UL' 12-4 ib • C 1 • 1.2 WL •1 3 LL .f 1 11 AISC3111•1) y c 1 ¢L 9 ELX 2.2 122 UDC 12.5 (a.1) l y' l e i I I DL 1.2 ELX t LL .S I .9 EtV - 1--_ -PL •• r 1_11_:__ NBC •B1P'!1.._.1y _. -E.1. __I _t_. 23 1 UBC 12.5 (1.21 I Y c I t DI. 12 ELY I LL .5 [25 1 .UB 12_Sjo-u___Lvi I o 1 1 i _ _ OL _ _1_2 _EU( -1 - LL _.5__ -- - L24I---UBC12.5(b72) Jy__.c 11-- IX, - .... 12 - ELY-- _ ••1 _ . _ .LL __ __ - - -- . _ [26T UBC 12.5 (c•1) 1_y_ 1 1 c_,L_J_I D4 1.2 ELX 1 L27.1 J6 12.5 (c•2i Y c• I I DL t 2 ELY 1 1281 UBC 12.5 d•1 Y d I I Dl 1.2 ELX •1 -ELY_ _o__ -__ 1 24 _I- .BC __1 y : __ C_ ( 1 _DL . 1.2 _ - 1_30 1___UBC 124 (4:1)__ y _. _ S 1__ 1 _ • .9 1 1-51 J . UBC 12 fi(a . ?)_ . 1y c 1 -- - ° 9 ELY i J - - - • --- -- 1 32 1 UBC 124 (b•1) 1y 1 I e ( I I DL .0 Ell( - , 33 I UBC 12.6 41) I V c 1 1 DL 9 ELY •1 13 I.__ UBC 1 2.6.14) ___LY.1 __I Q.I ..... II_ P -- :_ . -1 .13... _- -• ---- ----- -- 1 o5-J_ ___ UBC)2.6i(d7_71y_ .tQ_ _ _07 . IX. ... WL '17 -- -- 1 1' Vend h1 • * 1 1 WL 1 �-- 7 . 13 107 407_ *43 24 * 8 14 _ 88 665 ' LL 13 7 15 332 10 .14 88 ' B _ BN •35 364 8 10 12 max _G2 " - '�minl •4.208 ' . 14 8 105 74 - 104768 14 8 1.254 •1.263 8 *i4 649 8 -- :504 -7- 14 27809 - 8427 8 10 13 ma 9735 -' -" "' " "- 1 mm I .64 14 3 - -- - -EO Drin f ___ • - - - -1 -1- _ ELX- _J_ _ � 12 463 • :16• OCOO 7 1 10 2J9 :n 061 0000 ..- - ..,_ __ _ 1 4 I EODnh2 I I I 11 ELY I 47 1 max 140 71 T144 534 10 0 000 1 5 EO Dnh 3 1 t ELX • 67 0 000 7 0 000 2 mac 1. •u 1 GEM W o 000 r 000 1 6 I E0 Doha 1 1. 1 1 ELY 1 •.07 1 1 ---=-0, ---11- OE_ 22_ . ___ ....._ LB 1 _- A _ I ?. 2 _ - LLH_.5_4_ ELY_ _2.2 L ., 1.2. _ 4L _.y... 5 ELX _ ..2 2 . .. El 4 - 3• 0.1 B31111 t • 1.2 LL I .5 1 ELY ••2 2 1 11 AISC3111•1) y c 1 ¢L 9 ELX 2.2 •FllIM..L 3-8 • E I I .9 EtV - 1--_ -PL •• r 1_11_:__ NBC •B1P'!1.._.1y _. -E.1. __I _t_. _ Pt _... D_ 0L4 .9 . ELX. -2�-1 EIF L14- 1- .A 1YI I c1 1 I 11 rmax - 128077 * -- '1 min 1 424 299 10 8 _8 059 .7 431 7 . 13 107 407_ *43 24 * 8 14 _ 88 665 ' LL 13 7 15 332 10 .14 88 ' B _ BN •35 364 8 10 12 max _G2 " - '�minl •4.208 8 is 10552 - 10 477 14 8 105 74 - 104768 14 8 1.254 •1.263 8 *i4 649 8 -- :504 -7- 14 27809 - 8427 8 10 13 ma 9735 -' -" "' " "- 1 mm I .64 14 10 8 8 10 64043 8 611mi .64 265 � 12 463 • :16• OCOO 7 1 10 2J9 :n 061 0000 • [> / 7.1 I 1 10 .7 0B 0000 7 • DODD 1 max 140 71 T144 534 10 0 000 0 000 0 000 7 0 000 2 mac 1. •u 1 GEM W o 000 r 000 Btu • . 00 • • • I ....,.r \ Company : SWMB, Inc. Demon,' : SWMB, Inc. n Job Number : 78281. 20 Brad Frame 63 • Run for breeee (AISC 3.7 and 3.6) Global )eel Code Club AISC 2nd, AISI •5194 911' •5194 Strewef �I_nQaesefiptOr (ASI 1.333 Ine)ude $hear DaIOrmahon Include Warpmp _ -_ ..' Dimly Sedan' Ior Me•rlber Caki 1 Intarrlu ectrons tor-iiamb % gn n Pede Sectio 6•benaAnayalT• moo Venlcal Ant Ara Load Mich (i 1 144 )u 12.Todranc. Ion) _. ._.....' _ Sections SAC.m Wtub.r IMI 1 M . M Pup. lath l y7 COL PIPE 100X -PIPE _ _ t6101 _ _ __ BRACE PIPE SOX 1 . PIPE 8405 BEAM W14548 WF .. 141 Materials (General) h lAS Mannar La01 Youngs Mod Saar Work* Patwr. Thermal Coal Wspnl Cw `NW d k Sena 29000 11154 1k) k) Rasp I0•4ri Ikn �3I i ksr) - PIPE 3 L_ - __wr Joint Coordinates Joni LA Joke Lat •12 666 7.3125 0 0 4 _ - --- -- 0 0 14 625 0 11688844 -�- 0 0 5 •12 666 7.3125 20 65 0 It 0 0 .1.5 0 12 0 14.625 - 1.5; 0 13 -12 666 7.125 -1.5 • ,•.• • R udlon Mamba' Rneuon L re LAW I JonI J Junl 2 1 6 1 5 3 6 4 11T - 1 1 4 12 2 5 RISA -3D simian 4.5b n Joni L.L. 4 5 S 6 Juke Ube Load Combinations d X Gonola Y COOrdnal• 2 Condnaln Joni in ek npaa. Int (n1 P (J ._. 0 ... _. __ 0 ... • ----.0. ._ X lnmtukon (Mn) X.Ae M c Slidr. r. 'a1arW Phys X Joel (b1I. Seco. 5.1 Mon* ' 90 BEAM _10k1 M WF V 00 BEITA WF V• 9n BEAM WF V COL PIPE V COL PIPE 1• (I.IFbphoEntry EapcncwmCakulatlonf \BF3•n.w.r3d) Company : SWMB, Inc. Designer : SWMB, Inc. Job Number : 76281.20 Braced Frame (3 -Run for braces (MSC 3.7 and 34) ILIoW IMI.sk.or. IoDhlaandrnrd 6 L -4 -� L V 14reutnn m 12 Yn - -- -- .._. -.. 97 - - . Yes 2 m 1rando Nacre.. Y X L_ Y L X L V MX Roston X lad Joint Loads/Enforced Displacements. Category : ELY. BLC 4 : EQ2 4 L 5 5 e L Y Y Joint Loads/Enforced Displacements. Category: WL. BLC 5: Wind Joao Lao ILINad IMla's a Cam sort Mu t,u. jD$ 4. nAnl IL Dn n re 1Y7m) 4 L X -6 4 -__ 1. m1 S u) 8A lyY 1 r•r J nauml IC l )___I L'••' 1 1 12 21195 _ 211 9f- 423 9 1.2 : 1.2 1 , 40 491 80981 12 117 51.4 485 146 65 . 49 _ --- 35 _ . -. ] 65 .49 50 ) 4.7 5 L X -6 4 RISA•30 Verson 4.50 II.WIIpo6Entry EapansanICakulubons \BF3•rrw. Mr Rot. n 'lV d ILI.dIMyaor °em •cn Mapr'16r0A - _lOhMK A to d -- _ n, n, rod, r.:2n1_. L X .13 -41 X 10.6 V I .183 L - - - X -13.2 -' -4.6 V _1 _- 4 7 X -6 4 _ Y J 4.7 April 7, 2003 4 11 PM Checked ey _ Nadi hem No No No .... ' No�J No Nu No _ M2 Rotubon P•1'4d r •a End Prrates End Oman Inadnro (End !End I-6nd k d 1nd Co (Arpin ryr ryr . ryr rye _ - l^) . _.l ^1 _ _ . In) 14 625 t4 75 14 737 18 64 18 84 Mn n n ag N k n 3 0 r•7 .5 783 J 3.05 •5.283 -J 3 05 Pap. 1 April 7, 2003 4:11 PM Checked By fads 8L factor Pape 3 00065 Company : SWMB, Inc. Deagner SWMB, Ina Job Number 76761.20 Braced From. 63 • Run for bran. (AISC 3.7 and 34) Member Date (continued) 0.6 Maio .,. ulr r Ikon. rant ( nl o�,. f nd Onnt u MINN* lo 13 la 1.10n1 J JmI K Jnnt ,date 5..mn Mont, Sal Mo It 01 !End 1•I ol .11 rat Cms i rnot, 19 .__. .� - -- _Idegoos - C o l PIPE Y 1(W . :7 +.7+. qqr 7 +. iv') ( ^! _ 0/ 21 1 5- _ Bt1AC r BnnPlhBerFnIr • Z PS � 22 • 3 '1 5 ) • BRACF PIPE V B.nPIN Ben %N 2385 101 11 1 _ COL PIPL Y 1.5 I+ J J • 102 : 12 ..1 - 2 _ . . I COL PIPE V .. 1.5 103 13 3 COL PIPL V 15 • Basic Load Case Data KC Pb &x 1 cad Caw Caw g a ry CaloY Orem . _ . Dew Dncnpnn , COO. } ! ._ (*sal*, X r 2 _ . DL I . Daadlo •t 2 N a , L • LL i e Load 3 . EU ELX E�a uake load X - 4 Ebz T'ElP - Earthquake Load r 5 Wnd WL Wmd Load Distributed Load Patterns P'Mon AM IsrrIo 6101 NA r1 _ NI �ikiX _ UNIFORMY UNIFORMZ Member Direct Distributed Loads. Category : LL. BLC 2: mrin. i•n •ntin Envelope Reactions Joni 3 _ 3 6 6 End M.¢nMd. Sun 10001 (k11 11 (nor %1 - .1 - - - 0 Member Direct Distributed Loads. Category: DL. BLC 1 : Dead Mont. LAM Orrcano 6ud Maoranw p.l End Mau * Stun locale) End Lamm _ 11 1 (11 n tit ._. 15 ...___}. . -_. 1.115 _-----'-- - • Mamie, Labor IAn m Lac1 Sun M. okad. End wt M.g 3. Starr lade, (00 I 2 I r kmt l) (n a `•) _ 3 •II? •112 0 2 l Z T •.063 _- -:.063 0 __ Joint Loads/Enforced Displacements. Category : DL BLC 1 : Dead Jan) Lat Moroi (Moss a °recbn Magnkatr (D)pucnrrn) _ P 14 , k'n n, rod, -24 4 Joint Loads/Enforced Displacements. Cateoory : LL, BLC 2: Live Jont L ILlced NO. a uto Dtn Mapal rds n1w ID)r 'rata( (k k•1 -n 4d WWII '--'- -- Z _. - - 2.1 -- -'-'- 6 L Z I - � •10 5 Joint Loads/Enforced Displacements, Category: ELX. BLC 3 : EQ Joni Labor ltd WO. a D.ecam Map, udo (0J�ww cerrn (k k.n n red k•s• I .1 _ . RISA.3D Verson 4,50 II \Flp nl hDEnuy Expeon)Calcu Company : SWMB, Inc. Dealpner : SWMB. Inc. Job Number • 76281.20 Braced Frame 83 • Run for brads (MSC 3-7 and 3.8) RISA•30 Version 4.55 (I.IFIphrEntry ExpancomCakubbons\BF3•new 130) Al'4 7. 2003 4 II PM Checked By _ .._ .. l oad 14v iota% Pant. Oracl Poe Ural (Nt N•. Son 2 ' 2 . 2 . ..... . a ... End )ptron J (n -._ 0 ... . _ -.. End lourbon ln 0 Pap. 2 April 7. 2003 4.11 PM Checked By: r ota BIC Factor 81C Facln a, , Joni t.b•I X Fo'c. Y Form 2 Ford. X 65OY . Y Marro 7 Madan) I p l l (k R ) U flora) Le P•n) Lc Pape 4 1 *. u% �hr,`i3:rt`•uw:Xi�:a,�iz'::�st 3is:+ia`' :):diii°; m 0 00 b O 0 -7 75 --- 11 - 5.3 8 - • 93318 2 mx 3 0 4 I 04 P 2 3 10 • mn 00 - 1 1 0 0 1 8 1 •0 1 '23.4 1 31• 1' • 76 m 3 m. 00 ' _ 00 0 0 0. tO81 i 1 ) t 44:.e • ' t_ • _0 7 a 4 0 27 14 05 1 41. . 74e 4 2 5ei f " m ( m - 7 t 8 1 •2@ 8 ( • 0 6- 2 d 2.3 1 8 843 8 1 2702 --g- ma 7 5 t • 40.714 1 3 • 4. 1 17. P • 77. •, 8 o � • 9 14 5 6 mmn • 1 9 1 8 2 • 11 1 7 • 0 Ot ' B 1 S 3 1 P 1_74 13 . 1 _ 1 1 . 1 a 8 0 • 4 0 j 7 0 - - m+ 00 ,I 00 @ 0 f J • 1' 0 L., . . 1. m - D 8 0 .. 0 0 . 1 _ a .. .. 8. 0 1 m nj 80 ' a _ 0 03 - _ B _ o a t � 1. t0 000 0 1 M Mix-111•107. ) ohm 21g 0 3 FI, O OI 9 e O_ ff m � O Q E 0 0 6 ri $.. ...... _, ,.,._, - r ii oo n S ,.... :2 . $ � �£' €' m 39 44 7• 1 .69 302. a 25 1 5 4 1 27 B 64. 03 85 1 72 ' . 0 8 I •0 t 25 ( 0-, 351 4 I4 . 7 ' I a 5 0 55 I 4 556 L M 3 14 a 1 .6 10 . 1 0 tt. !' r �. ( 1 0 0 7 , 66. 0 N: C n .0 0 t .S ' 3ri j` 2 m_ 1 .3 0 )6 413 1 C + X709 B _ m 9 •3 3-67 1'6563 8 N f • 3' 4p i az " .0 06 ,i 16 1 ,1S •B 1 " . •1 7 3 E 0 8 t 1 D02 8 02? o 437 _ 3o 59 r3 2 .2 59 5"B _ mt •0 .1 1 793 0 47 m 03 i 2 - 1� . 1 'O 1 156 . 75 63 1' 7 9 0 m _ 05 1 .7_.1_3 89 103. 861 2e 8 p . �1 20 .04 '7797a • P4 34 1 7 19 ? t mr 04 8 0 e t l G m n • 04 1 1 2e3 B N�1C a 1 0• 1 1; S l6 _ 0 N. _J • 1 4 ., 05 F •552 - 13 3 8 I . ! 0 * 1 4 96 7 3 N 54 90 � 2 4 l • 15 H • 0 .a 70. 4'r "d • P a 02 8 .3 4 09 1 33. 077 8 4 5429 +4 11n - • 4 1 24 • P •7 P 7338 8 09tE fl 5 21 4 15 7 1 /1 0 N 843 ' 3 n .c :7 2 3 . 8 • . _ t5 1. 1 0 . 993 I C N tn .0 7 . 723 B N C 2 m. • 1 42 • B 32 B 67.3 t 158 8 12 23g m 0 4 0 • 3 0 . 633 8 55 37 1 E67 mx 4 41 8 97 B 1 Oo? 1 741 8 N m • 06 • e 1 42 t 06 N t_ -748I 1 65 _ 8 t 5 0 12 O4B 47 - ( B 17 2 ' 1 • ( 7 5 m. 01 , 1 05 • 8 191 8 26. 0 853 8 N m-3 P . 14 1 1 90 9 • 2. 2 e, '0 - r I 2 - __ 1 mr 0t 1 03 8 U / 3 uL• N 4 i 7 0 4 0 7 .97• C N • a 3 4 14 1 5 85' 0 37 8 0 N 3 1 1 3 3 • 633 a N C �,� 3 s _ • hO3 t B • 23 7 2 t 02 E 1 • 724 0 13 N - C 4 3 C 4 mt 7 4 .7 _ f 04 _ 7 1 15. 0 3745 N • • 03 P . 1 142 a • 25 6 - mx .2 47 16 11 71.47 1 C N n -1 3 • e • 28 8 • t7 1 • 3:.2 47 8 - N . - - 2 0 • 1 ____ 7 1.292 1 N__ N i 02 7 0 1 0 • 5f• C � _ C mx .1 3 .0 1 .3 5 55. 0 7185 1 04 13 1 n • 03 7 .3 2 • 1 6 463 8 79 38 ` 3 mx 01 .3 .0 0 .3 b 466 1 253 3 7846 1 • .2 06 1 6 8 39. 5 ? 21 3 a 02 ' 1 25 1 1 1 116. 1_48 5 0 _ N e- 04 , 7 ' 7 ? •1 1 16. 1 - 5 7 2?6 . _ 1-184 1 7 1. 46 1w 2 - 1P 1 3 C 5 81N'' N C i ( _ - 1 mc ' G N C N .... _ mx_ ,_ 1 . 3 _ _04 _ f .304 1 C _ _ 602 0 o 8 - 8. 4 8 • C • 82 84 8 3 mx 0 1 3 06 10 8764 1 C 22 0 0 , • 0 7 - 07 8 7 74 8 N 5 77 mx 01 1 3 .0 0 122. O N 1773 1 m • 03 8 ' 7 .0 1 16. C 33 5 a 02 1 7 1103 1 C N m •0 1 54• C N 0 a --._ C N i m 0 7 • ' ' C N 2 Mx .0 8 a .27 0 N C 1 m 01 1 1 376 N� - C ' 3 mx 02 ` _ _ 69. o N C mn'.0i4 •4 . 4.32 - C N a 0 744 t C N m •0 4 • . I 4 - 26 ---- C 5 mx .0 ' 1 7 943 1 C N o ' 1 1 773 8 N C 13 1 mz 0 7 _ C N C 1 M Mix-111•107. ) ohm 0 mx 0 1 0 0 02 1_ 764 1 03 53 1 C m - 7 � _ 03 8 • - 0' 8 • 3 63. 17 62 B 97 7 8 3 o b _ 1 0 0 .0 0 790 0 4294 1 063 . m . 01 7 • • -O 8 • ' • 03 8 • 7 364 8 • 49 1 31 8 a 3 04 1 03 1 14 10 497a 1 77 65 1 i • 0 D 0 1 1531 B 46 1 (7 3 a 0 40- O N m • 01 7 0 7 0 ! 7 . P N _.F Reactions. Ja.M 14ta4 maz m,n Reect•on'ota s . me. 3 CTI IIS:la� )� 171•�I�ar s>•i Envelope Joint Displaceme 109,6141. 3a tLMIU x 109,6141. 91,4114144 1 1r4n.ut4 x Anton V Radio ?Rotas. 1 lo_ cry .0' If 1.9 0c 0ans) le (rabanet , lc 0414m) le 1 - ' ma I 00D9 10 0010 t0 CO 2 • 14 1 G48c4 13 2P37e• 10 161(x.•3 ti • Envelope Member Deflections mm RISA.30 Veson 4 5e Company : SWMB•Inc. D.signet : SWM8, Inc. Job Number • 76261.20 Braced Pram. 43 • Run for braces )RISC 3.7 and 3.1) xz� ®m '( continued) d*b•.r 6 6 IV /1 •6 (1 ■F6phtEntty Expanemn\Calcu4bons10F 3•ne Oct) April 7. 2003 411 PM Cheek ed By xton. ,- torte 7 7an x1.,...4 y tknmnt 7 t4•.••a4 p) tc p) lc p) II to n) 1. __ ( rt1 Ir I. I, It • �. 8 . 1- 12 050"j14 b 0007 0000 - - 1 0 0000 - .. 7 ,-- - 0007 78 s.. 8 ■ 80 110 000:+ 7 0 OOU 7 0000 7 0 043 7 •70 061 • to .P P05 I a OOn, ' '7 ' 0000 17 0000 • 7 t 0000 7_ Pape 5 April 7, 2003 4'11 PM Cnecaed By Envelope Member Deflections. (continued) W4 M .: mla4.cans .•bards. Le ylran41. Lc llr.lU c•R . Lc ou1. lx 819104404 Lo 0) vs Ran l4 tct t^t mt r Envelope Member Section Forces IA.rrer La* 5. Shur Aaat Lc 91 yy Lc Sham 2•! LL Tap. P7 hl h•n R15A•3D Version 4.50 II liphrinlry EopansionlCalculabonelBF3•r1Bw r30J romans 1 . 7 144 144 Lt Mo4WM1•l lc a.aJ Ix. Papa 7 241 .4_ tab. Steen . 1. 1t.ai. lc y•Trew1. m . La t'fl.!32 Lc •- 9441.464) 4 Ins L/, linen Lc InI L/I ab . Lc t^3 1 max .277 14 • 005 11 3 044 1 _ _ .7494.3 14 NC I 44 195 10 mni • ..278 8 •03 • 16 • •3 879 1 10 7 8 8 1PPe•3 8 ' 5381 549 16 45 001 B mar_ .2 S t4 _ 08? 12 2 961 1 10 6 C55..3 I 14 2359 4561 12 54 73 10 • mm . 276 8 ' 104 10 • -2 912 1 B • .6 502. -3 8 7441 328 1 06 842 6 3 ma 1M714 n73 7S 107 14 . 14 B 1 8flG493 �8 10 4 4 4dil91(2.J 3+ 14 B "43 946 214.7 P 91332 14S t8 O m'n • ? P - ] i 1 A3 4 Im• 2)2 1• 029 8 859 I to 2146t•3Jtto 4211 635) 8 IL/ 9f4jA 1 mm • 7 • O8 14 . 845 1 8 -3 ?8e E0 9 ' 1 P 5076 ! 14 207 073 5 m.• 271 13 0..5 a 1. ?7.._.113 11J2ed hC 1 NC '•.' •271 P •o', 14 • 7 ••1.43.•3 P NC 1 NC 1 max .134 ' 14 .277 14 ' 3 697 tO 3 1922.3 10 _ NC a1 Bd ?_ t0 m,n -.139 ' 8 •.304 • 8 .3 621 • 8 `-2 777273 - 1 - 2 ^ NC • 45 770 8 ma, x _,13 ' _t 4 .240 • 14_ _ 2 699 _ .10 2 0018.3 10_3219 . 197 14_ _ 60 099 - +0 mm •13 8 • P68 - 639 8�.1 7560 - 3 1245579378 6t 383 8 • ma z - .126 14 .162 • 14 - 1 646 t0 1 181,•3 9 3334 2494 14 01D11 10 • 131 • 9 ' •199 8 . @ • 11530.3 7 2339 @ 958,5 8 ■• .122 - 14 081 13 858 9 4 9738.4 13 8156 239 13 332 243 9 • 128 8 1.10 7 • 653 7 •5 907e4 7 4809 299 7 333 180 7 max 118 ' 14 057 9 .2 8 1 307,.3 12 NC 1 NC n • 174 B • OSP II - 244 , 14 71 to NC 1 NC 1 maz 3252 1U 27! _ 14 , 762 10_ t 433.2.3 tO NC _ hC _ mm •3191 - 8 • 304 P .1 718 I e .t 9 -3 8 NC I NC 2 maa 3 753 _ 30 . 14 .7432 J to B 0 E 3703 543 1 14 _ NC _ - 1 mm -3 192 8 • • 338 • 8 • 76 18 .8 779e4 14 • 0E67 909 - P NC 3 !max 5 154 10 4:11 14 234 1 b 3 7742.3 a 7c 1(1 CFJ 1 14 60.'.7 7P? 11 \ 0 ' Company • SW140, Inc. Devpnel SWM8, Inc. Jolt Number 76211.20 Gravid Rama 13 • Run ler braces (MSC 3-7 and 3.6) Envelope Member Deflections, (continued) 44 .n,r Law Sm ra t ca 41n4a14 Lc y- 1.••w't. U 1 114 lc •- tined. la Inc 11 042. lc Intl), 44lo lc 1 ^) I . ,, t ^ t ( RISA63D Verson 4 5b II 1F19hfE rely ExpansmmnlCa culatlons10F3•nsw 134) Company : SWAB, Inc. Designer : SWAB. Inc. Job Numb., • 76211,20 Braced Frame 83 • Run for brace. )AISC }7 and 3-3) Envelope Member Section Forces. (continued) 144.019 lab. Gectun Mal Lc Sham yy L4 9'.. I•: lc Tama (t slam,' yy lc 66m 4 rat Lc ILt NI rat m -n1 f t HISA•30 V.rsan 4 50 JLtF bgltnEnIty Eapansamealcu4Lons r3dj 00066 ; 1td,••t e r,!'.C:.Crn[i!•I31-61Prer April 7 2003 411 PM Cnec•ed Br Pape 6 Apra 7. 2003 4 11 PM C6.csed By bid mn Pape 8 3t M Compsrty : $WB, Inc. Designer : $WMB. Inc. ,lob Number • 76281.80 Bread Frm• 1 -Q 3. Run for breeds (AISC 3.7 and 3 Menem Later Bocaon Mai Ohm lc B yy lc April P 7, 3 M 4 11 Ch.dt.d By •_ .4 . 4• l.e Brtz lc Torque to lkwiwi yy lc Uuwtl I•I 8 ) N b lc A3 P P h l Envelope Member RISC LRFD 2nd Code Checks tab.COY ( Co,. Cod. r loc S CM LA loc l). FD Eee W --� uap. _- - In 3 _ 0 .... __ . 0 1 10 Oh 8 379 1 v t0 Ht•1b Envelope Member RISC LRFD 2nd Code Desks LAS pn pr•W e e pMn yy ;new ra t CO Sc p1 kJ OA (4.4) 1 10 323 061_ _634 5 72 011 _ 241.312 t 2 03 - 834.5' - 72.01 ` - " - 1 - ' i 3 10 003 '634 77 740564 1 1192 86E 507 171 1138 004 • 138 004 • 1 1 12 14 392668 507.171 438004 (38004 1 13 1 6,1377.264 507.171__ _ ._ __. I__ .. ..j 21 8 104 73 t 264 756 43 563 43 563 1 22 r 7 , _ 104.729 _ . 284.756 • _ !3.563 y_, 43 663 1_____I - 101 ' B 478392 X07 t7 13800 138004 •� - - i�_ _ 102 . 14 478 3992 - 607_17;_______138 004 138004 _ 1 RISA•3D Vea ten 4.55 )I \FSpn6Entry a \ E .P.nsn Cakula5onf43F3•new.tadJ j 0/s Pape 9 00067 Company : SWMB, Inc. N 11 .9 ,41, M0 .9 : 8W, Ina Job Number • 78211.20 Braced Frame 43 • Run •ler bran. (A/SC 3.7 end 3.1) • • 11 1. - . . • •• Itt RISA.30 Version 4.50 redJ let* peer. unePnl p.•u,yy prn4n Cb PI p nl !r' • 103 • �• 8 478 392 -1 507 171 1 138 004 .. 136 004 AO A 7 4 11 Checked By (I \FIiph6Entry En banitOn\Cakul.hOm\BF3•new.r3d) Page 10 4 �S 72 14 737 6 10 .058 1.535y 10 198 11053 10 H1.1b ) 10 H1•16 " i 8977113 •2 5 3 II 1%931 In •4 /6 i 71 �3• 1J' 16 -376' 0 iO 1l•lb ma ^10 56 e B 059 7 124 299 1 2 . 3 1 .089 18.84 - 0 _14 •_ .197__, e ' 247 0 .. 10 . _H1.1a _ 10 • H1•16 7' -- - - -- J -' 13 47• 21 • 1.003 11.478 B 060 0 8 H1.1a '13 7 _22 t .373'• • tt 428 -7 J�. 068_ • 23.85 tote 101 t 329 1.5 B .658 0 _ 10. _ tO H1•ta • 1 4 8 102 .321 • 1.5 14 I .227 6 10 H1•14 mm • p�,1p -- 1 10477 • 6 t .542 _ 103 1 107 1.5 8 .563 0 10 HI•1b to •1. :t: •.t• 4 7 + I - 4 M Compsrty : $WB, Inc. Designer : $WMB. Inc. ,lob Number • 76281.80 Bread Frm• 1 -Q 3. Run for breeds (AISC 3.7 and 3 Menem Later Bocaon Mai Ohm lc B yy lc April P 7, 3 M 4 11 Ch.dt.d By •_ .4 . 4• l.e Brtz lc Torque to lkwiwi yy lc Uuwtl I•I 8 ) N b lc A3 P P h l Envelope Member RISC LRFD 2nd Code Checks tab.COY ( Co,. Cod. r loc S CM LA loc l). FD Eee W --� uap. _- - In 3 _ 0 .... __ . 0 1 10 Oh 8 379 1 v t0 Ht•1b Envelope Member RISC LRFD 2nd Code Desks LAS pn pr•W e e pMn yy ;new ra t CO Sc p1 kJ OA (4.4) 1 10 323 061_ _634 5 72 011 _ 241.312 t 2 03 - 834.5' - 72.01 ` - " - 1 - ' i 3 10 003 '634 77 740564 1 1192 86E 507 171 1138 004 • 138 004 • 1 1 12 14 392668 507.171 438004 (38004 1 13 1 6,1377.264 507.171__ _ ._ __. I__ .. ..j 21 8 104 73 t 264 756 43 563 43 563 1 22 r 7 , _ 104.729 _ . 284.756 • _ !3.563 y_, 43 663 1_____I - 101 ' B 478392 X07 t7 13800 138004 •� - - i�_ _ 102 . 14 478 3992 - 607_17;_______138 004 138004 _ 1 RISA•3D Vea ten 4.55 )I \FSpn6Entry a \ E .P.nsn Cakula5onf43F3•new.tadJ j 0/s Pape 9 00067 Company : SWMB, Inc. N 11 .9 ,41, M0 .9 : 8W, Ina Job Number • 78211.20 Braced Frame 43 • Run •ler bran. (A/SC 3.7 end 3.1) • • 11 1. - . . • •• Itt RISA.30 Version 4.50 redJ let* peer. unePnl p.•u,yy prn4n Cb PI p nl !r' • 103 • �• 8 478 392 -1 507 171 1 138 004 .. 136 004 AO A 7 4 11 Checked By (I \FIiph6Entry En banitOn\Cakul.hOm\BF3•new.r3d) Page 10 2 - 8 mai 983 . ... 6 059 .. 7 _ 12429119 ' 34 59_4 • 55364 8 - 8 " i 8977113 •2 5 1 7 In •4 /6 i 71 �3• 1J' I1 •37697 10 3 ma ^10 56 e B 059 7 124 299 !( 34 604 6 78 J44 6 4 83 • 029 mm •4 56 1731 13 •1288 tr -94394 to o72 to 4 ma'+ 107 333 6 e 059 7 124 ?99 r'' •43 304 14 • •7 431 • 13 • •128 077 8 34 094 10 8 124 956 8 10 • 078 754 to 7 47 .61D1 1 '13 7 - 5 mac 107 309 6 B 059 7 124 299 B 34 894 m .4 • 4 .74 t • 11 • • t. 51,4 8 t 71.560 8 1• '•17.7: 1. 10 256 •111 t3 7' • man_;_50S 274 • 10 14 ,_ 208 m •to41e 1 D 14 •ib47v .552 8 •54 4j : 7 e4 ?7 BOO 14 2 14 2 809 .'' i 7 to 2 809 M_ 9_ 9 1 6 4 1. • 74 Jm �__ 2.675 1 4 8 mu 105.255 • 14 10 552 1 14 1 4.208 mm • p�,1p -- 1 10477 • 6 t .542 1. 1 . (:i 1 • 604 B • • 3 mar . 10 7 7 • 14 10 552 • 14 4 208 to •1. :t: •.t• 4 7 + I - 4 4 1 u1J>•l4YLL•1wL1°13k3•Y4MLJ1tt41r mm •10464 8 • •104 • 422 14 j 7 B09 5 3t 14 t053 „ t4 a - ? 8427 10 •54 . •to 60e • mu 105 2 14 10.552_4.14_,__ 4 4 209 _ 14___ BO9 in m1 0 4 1167 P - 16477 PP 5 t 432 8 � la 8 809 to '.7464� t , . •72 7.15 s0 8 B ��r ;7 trI I° }o o � � 14 461 .14565 •102 t00bt 39 B 1 1 . L._ 103_„ ,_ .t ml.n. • 73.?0016 49a • 1 -, 7 040 529 A 60 • t0' • • 273c 1 t0• •3 79 B Jt m1 " 2 mar 346_8 84(•43 8 60234 0 3225 IO 32 79; 8 3 2 10 •r 795 t 3 2 21 8:N 10 mm z 834 i�BS52i1 to .B5 735 0 •15 25 8 952 8 10 t0 • 1 455 3908 •5297t 8 t • 3 mar 73 444 ./ 84 043 8 60 t4 mni 6853 13 •85 spt 167:15 4 na c 73419 7 64 043 8 60214 8 32 eo 6 60533 0 80 90 -04407 tO P mtn�6�1 t3 •85528 10 •59735 10 •30795 10 .60051 IO 5 mu _73394 7 84 043 8 _60214 6 3225 mm' .7089 - 13 •89578 "" t0• .59735 10 .3 795 8 83113 B 10 •82 451 10 118054 .116p03 10 B M Compsrty : $WB, Inc. Designer : $WMB. Inc. ,lob Number • 76281.80 Bread Frm• 1 -Q 3. Run for breeds (AISC 3.7 and 3 Menem Later Bocaon Mai Ohm lc B yy lc April P 7, 3 M 4 11 Ch.dt.d By •_ .4 . 4• l.e Brtz lc Torque to lkwiwi yy lc Uuwtl I•I 8 ) N b lc A3 P P h l Envelope Member RISC LRFD 2nd Code Checks tab.COY ( Co,. Cod. r loc S CM LA loc l). FD Eee W --� uap. _- - In 3 _ 0 .... __ . 0 1 10 Oh 8 379 1 v t0 Ht•1b Envelope Member RISC LRFD 2nd Code Desks LAS pn pr•W e e pMn yy ;new ra t CO Sc p1 kJ OA (4.4) 1 10 323 061_ _634 5 72 011 _ 241.312 t 2 03 - 834.5' - 72.01 ` - " - 1 - ' i 3 10 003 '634 77 740564 1 1192 86E 507 171 1138 004 • 138 004 • 1 1 12 14 392668 507.171 438004 (38004 1 13 1 6,1377.264 507.171__ _ ._ __. I__ .. ..j 21 8 104 73 t 264 756 43 563 43 563 1 22 r 7 , _ 104.729 _ . 284.756 • _ !3.563 y_, 43 663 1_____I - 101 ' B 478392 X07 t7 13800 138004 •� - - i�_ _ 102 . 14 478 3992 - 607_17;_______138 004 138004 _ 1 RISA•3D Vea ten 4.55 )I \FSpn6Entry a \ E .P.nsn Cakula5onf43F3•new.tadJ j 0/s Pape 9 00067 Company : SWMB, Inc. N 11 .9 ,41, M0 .9 : 8W, Ina Job Number • 78211.20 Braced Frame 43 • Run •ler bran. (A/SC 3.7 end 3.1) • • 11 1. - . . • •• Itt RISA.30 Version 4.50 redJ let* peer. unePnl p.•u,yy prn4n Cb PI p nl !r' • 103 • �• 8 478 392 -1 507 171 1 138 004 .. 136 004 AO A 7 4 11 Checked By (I \FIiph6Entry En banitOn\Cakul.hOm\BF3•new.r3d) Page 10 Design Sheet PROJECT m E- SHEET LOCATION fRrAcfs L . r e,I d 0 1 1.1 r 2 3 L°(1 pipe m i..) Ayf or �fN 4 fyk - ( p: - t SNel\Q TAK OQ•1_ 2E AkIoG pt,J CoNCd 0.7 0.55y Liles' Y 3 K 111775" , 77r- CLIENT 7` CLIENT DATE 4 111 fora 4:p Y..S 1. AIIJ 'I 1^. S C" 1 'PL.. (o{) � a 1 1 0 t`ij/ ( ICl11fo,Jc!= L i ERJJL X0/ s FRAMC 120 ') r. z (b Li. - 0JCc,26O r3R APPEAI"AQCC a .D1rEL7IO1.4 Co.) rRo C,EtecK >o 5 PA M BVt C VCck' Atco VS A\SL 3 -1 23 � BY :IA MAGNUSSONO00 KLEMENCIC ASSOCIATES Structural + Civil Engineers �SCC Ri-k M °- L Fort .PC-5:16.4 C * LcS C L. 2O a yv) S,acC P, < o. S Do ,,•-t NA ■E lb DC- -) ) CoLUN R . l1SC LOAD CoPA- BuAltoOS 3 -7 BP - E( •0 p gc , 1,44 (1 0_500.1 7. 2 n _ 0_�5 �a. "1 ►,Q �. 0.41 ov 3 4 i'N rAt 0.9Y 13 x3 Aug 4 T- c - (�� tail() •rs 60DD 16 - 7u 4 SF* I 8 Design Sheet PROJECT ,1t7f 6 P LOCATION Br 5 C o l l S (( • Wet 0 7 gz ►a4.f t d_ i+11 S is 20 M CLIENT Pm' 4 .' y }t 3 o tpP,,, = ©,75y53gs r L &LTS P O 7i ;0.4'( L21v 3V Br 1 tJ ; 77 Co N,) x r -7 �= • 131' SHEET DATE t{ /03 BY j HAD 716 BAPS To cow P AvIAI f7R.Ct 1 1.4 ,h� (3) 7 0. IY (tu ^ 75 11-3 ? OF BRIBE rz) do LvNV R o,J vq 2. Z 2-5 Dr.) RCE W Et .D ICNGrt H : C, RCuiv FEeCnXC of Co' 4) x-S Pi r'2 = D =Co 5 G= it D = 3.14 -x (0..64s /cr F ic,� C r = (a.16 V" 4 ) - (o.`) o x 20-8 14¢k f MACNUSSON)oo � y KLEMENCIC . ASSOCIATES • Structural + Civil Engineers Design Sheet PROJECT n90r LOCATION Y • �� n ( 3 -i )o1 P, 60 sse-t *cte, I� 1 LM.� CLIENT ..i 5 ( /cV ( ( tJ I ) P r*o Y 39/ = 104 611 52 8 ` 0 rna2 as (. .37, 6,7 weld 41D , = b // q l _ 3.73 c" 5 4, c •' -F f L tu)e'(ds Y (B. K t / /� , ��0 130L:15 1- 3¢ Pai „ Ts � Cj • � �c2.TS ov % 4 cc WQ19' CoI).Mnt ^ ° e z , 5.375 -tit .e '12 k. 0.45 C =I.SL 0.k1 o:o SHEET DATE '1J� /° BY J A R I d — �� to Ard 4-0 BOPin = (1K a -7' 7 • -f (y P :I2 8 -3E • k o J• 7 0. = 0.58 G f I.5o Dr” = 5o x I2," 1c, - T P)c '(of n+o /poJ , ,,,j -- ? or OP t '8 ell,,, s 3_ . 3K a,, co I r6.1, I n Q4CI1 PO ide(of Tv(1vc_c(. +L it) k\lec ( 3k. o \ (fi' = a iv' MAGNUSSON)0070 KLEMENCIC 1 ASSOCIATES ■ Structural + CiviI Engineers 3, 7 l PL fr _ a (.7/ < < 3. f : o DM' sc,,.I2 /l. = Design Sheet PROJECT ( CAT P `( LOCATION 2. Fror f= ( 3°T,Slr l ( cV L EL : .23'• JJ. ' •� Cr • •� J:.,�uf� " 1. 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E C • a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. a a T g 1 47 6 ong 1 45 max mm I 44 ma 43 6 , 3 ,1 ] g 000 42 i m 4 : 4 1 0000 0 020 000 4 3 I 0 41 ma,l ` c`)ogg--r. 4 ax .475 3 I m - TinIn I .475 I r ITtun .659 1 4 1 [ 36 'moo_ 504 3 -- I - Mtn - 7E17 - 1 - 41 I 35 Inn ! •601 1 4 j I m a k1_534 3_ 34 . I min ..643 4 64 .1 564 3 1 32 mi.j 62 _3_[ 1min 1 • 805 33 mox6 .595 3 _1 [ 31 -1740 : f7r7 - • .1J 21 4 moo 594 3 25 llx 24_____ - 22 21 111-45.j Imo, I H 17 16 1;71 rmln" m- �t_• p .i 597, 3 N 1 659 • 3 • N �. 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OCCCII ' W , N CI CC CI ENICCMCH N - i :i IW W ' Tail 0 4 ' .558 I min -,001 max 0 1 4 mint .341 I 2 1 .354 0-000000 H - I 3 3 3 p tjivaa • , W 0 0 a 000000000 max 0 [ 3 .517 • 4 I 0 3 6 110,4 3 NC rmn -001 • SO4 I 3 2 -8676.4 4 NC max 0 1_ _ 0 1, _ 0 _ 1J 8 09464 _ 3 •_ ' max 0 4 601 4 0 ml,, • 001 - 2 • 564 3 0 1 - 00 2 -.534 3, 0 minI .001T21 .407 131 0 v'aa W W I min 0 2 • 516 3 0 2 1-8 726,6 4 882 cau,_ max 0 4 .559 4 0 I 3 I 62121-4 3 NC__[ _4_1 0 I 3 . .643 I 4 I 0 3;3; i 8080 i ..'g'13 000000 N a max 0 4 .665 4 0 im1n • 001 7 • -627 3 0 13 000 1 •N! 0000 3 '3 V! mm' 0 . 2 . 606 , 31 0 [ _ 2 • • 4697 37 33:3 000000 Wawa 00000 mIllI 0 ' 2 • 65913 0_1 ma, 0 • 4 .732 i • • 0 ! ,.- i.q� W Wl WiaW!- „3:3 ! 0000 , WNWNW+ „� 1 lew max, 0 _ .3 .213 4 4 0 _ 4 6114-4 3 19378391 in, 4 . 0 2 24 3 • 0 7 -8 776o-4 - 4 1115 254 I 3 0,000- r r I 2 43 72644 3,1 6 2120.4 2 ; 43 7260-4 F . t 4 5 3 2 ;.4 3 6 21261_ aW 1 r e 360,4 2 -8 76864 . 6349,-4 43 766 11-4 1 4 6 2 4 11 - 6 - 3500.4 -P 76604 _1_4 5416-4 [ 1 • -9 776,1 • --1 6 •8 4 7 7 6 . 0 -4 .41 1 226e4' I■ Fr 6640-1 • 756 4 4 '8541.4 4 4 6.541,4 1 ,1- 0 996 B P- C 0 Et Z j 6-86999 - C 3=1 =- 4 4 64646±Lo 1 9_1_1_ 4 . 6704041 2 .4743041 4 _ 704,4 .4743e 2 -8 7430-11 4 61049-4 2 4 96,50-41 _4 6_2_04_0:41 . 3 6 0940-4 2 .8 655041 3 6 094721 3 600 2' 4 655,4 ES39 2 6-0060 9 C 3 . 101913.6 4 1676 674 Ii 0175.L 14 1?45 3 ,1 , 71158 0 11 1. -Wa 4 _ NC ______ 3 NC 4 NC • 2 3 952 26 4 567 3 NC 4 NC 3 615185 4 1156065 113 1 1442 979 7\22^ nnon I 4- NC 1- 3 NC ' [ 3 930.143 4 666 1_4 1324 806 3 I - -- 1111 2 g2 -1 [ 3 691,7I1 2 n [ 3 862 599 0 I -1 1453 4291 3 556 97 I 4 - 965 895_[ 3 677325] 4 120007.] NC - NC z,z OC> 3 _ 839 632 902 4 ogL5.3_ 3 545 219 - 4 - 878 036 2,2 4 h 3 657 2 2 3 1771 4 3 • h 3 143 4 - 813 4 NC 4 I 2 12 16 59 1 ST,_162 oonn w - :1111:::=11==11 I - 4 0 1 7 9 7 412 - f 3118196 3 7279776 4 6251914 3 [ 1548 733 3 1 11394 - 4 I NC 1 • 1 NC I 3039 225 , 3 I rNC I [ 00 2 ,LA 1 '.'"”. NC 1 5991 619 3_, NC El pi i : Z36 3 [1993047 3 [ NC ' - ©- 1 NC I NC NC - 7 - 111 NC I NC • • NC NC , _ N NC I NC 722 � I NC- NC n C'O NC NC NC NC NC c0in�' INS NC NC NC NC NC NC - NC NC NC NC NC IC IC oon '' nn OOi ' 00000c Z i ' c 2 ic 2 i � ci 1 1 1 L l _1111.1 i. 1 ! 1__1. _ .. ;- -i v I .ii m o I _ W IN _. a ' W , N N 3 3 3. 0 0 a N I- ' 2 - g - 4 I 5 „In -69:3 a W N - • ! W ' fr 1 a H - I ,-1 H `W 3 3 p tjivaa • , W 0 0 a 000000000 max 0 [ 3 .517 • 4 I 0 3 6 110,4 3 NC rmn -001 • SO4 I 3 2 -8676.4 4 NC max 0 1_ _ 0 1, _ 0 _ 1J 8 09464 _ 3 •_ J! a 7,111,7T-,3 .446 : I 111 11- 1 94 136 .PP W �! l • I W I ::: -• + --0000 0 ; 0 I g x141 1 ON ON P r-evzc • 4-1 z 0 __._ C Pea , 0 too 111115i v'aa W W I min 0 2 • 516 3 0 2 1-8 726,6 4 882 cau,_ max 0 4 .559 4 0 I 3 I 62121-4 3 NC__[ H:! i a W 1 1 a max 0 4 .3 _._ 4 0 ■1 is 2 1Z7.:75:1 4 11770. g 2 4 • . 479 4 0 4 1 6 3 1714 561 3 O N! __188 _ 0 4 ' 6 212,4 3 2101 439[ mm 0 • 2 -.222 - 3 - --- '21:8 7260-4 4 - 1151 761 I O - +- O- I - [Tna; - ---- -2 -1 2 7 1 47 4 .4 - NC 1 1111111 1 max 0 , 4 1 601 I 4 0 4 I 6 3099-43 NC • -001 • 2 1 -664 I3 I 0 2 766...4 I©I4./2111 of 6.4991 8- Iltill=1MIIIMISCU_SIIIK11 6.0 911 0561C 1-'69C9 C 0 I to 1 075 P I 0 xla. -- „max 0 I 21j124 0 1 3 6 369,4 3 1339 M16 9 I 2 1 ..422 3 • 0 1 2 4176804 4 72049 - 17?7 00 11 00- max 0 • 3 .643 4 0 4 I E 541,4 3 NC_J - Ft, • 001 2 • 525 . 3 0 2 14 776,4 4 NE' I n m " 0 0 3 2 • 5 5 4 6 7 6 4 3 4 -- ID: - 4144 9 I 0 ;,T0*- • 0 lew max, 0 _ .3 .213 4 4 0 _ 4 6114-4 3 19378391 in, 4 . 0 2 24 3 • 0 7 -8 776o-4 - 4 1115 254 I 3 0 + +NIW+NU , - - -- I-- - ;- 0 -1 ; -1 -I r r I tra111 max 0 4 [ rmn Q 2 aW 00 1 m . _ m 0o g mu mill - 1+1 max 0 4 0 . . _ ra._ 0 4 Oim - 2 • 685 1 4 0 • 62Y1r 0 to m W ! 00 - 348 3' 0 4 4 2 5 8 6 1 3 0 I y j ;41- d0 a W! 00000000 W! H--- wJl -Ni W ..;:. ; I 122 199 1 164.95 ✓ 1 00 C 0-4699 9 I ._; 6B6516_ r_,,-_agsz —,.. [ _6 654•-4_ 52611 3 756,4 4 1113 0941 3 6646-4 3 1187 666_j_ i W 143e.4 4 851 499 1 31 6 __ 704.4_3 NC ,1 . 12413.4 * 4 - I 6664,43 • NC :8 756,4 - 4 190 6 7046-4 3 - 108 509 4 7.1 ('71841 6 700-4 3 017 851 , 4 1111 272ZZZ2 (_0 000 -W -I11 1-3 --- 4_1 NC 1 NCT W 222222 00000 -Wa 4 _ NC ______ 3 NC 4 NC I NC Will-Wla 222722 0 0 0 0 I 4- NC 1- 3 NC ' • NC NC IWa 27 ^0000. 7 2 OO 2ZZ Z � 2 C)C 0.O II NC NC NC NC Z NC -- 1 NC • NC Nc NC - NC 7J2222Z C OOn00 - !_r I • • a O i 3 n J • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - r 19temou-Adou90111.1 Attu3906•14‘ klul jail to Adowo3 Q9'0 umioA EIC 119 .. 69114 A 161C16410e4d0060■10011olex51110116010001Ox3 /Mu 3\196 1194166410A13C•VS11:1 64613461 MI 71 .1.t1 NI - "3 ' 0 , 1 ! W I 3 I r i a m k•- g --- ; N 3 3 3. 0 0 a N I- ' 2 - g - 4 I 5 „In -69:3 1 I 3 3. i:::::: I LUoaJ .590' 3 '3 3. O mix 12] 0 j'Ti603 I m' g W 808080 - J W P p 3 1 - 9106 0 17 1 0 1 31 611 ma, 0 1 4 -.001 2 o F =:irni. 0 1 2 I 0 3 619 min I 4 • 001 1 2 I • 04 Imm;a: I .c?0, ;4 6 . 6 I V. 3' 5. 2 I- 2 • -- I I ! 3. 0 8080 L N 0 N N, ' 393 3 :: : i ::: p m mm 0 41 0 2 • 7 3 max 0 2 0 .643 mm 0 4 • 001 . 2 • 706 N � - 3 . 3 3 3 3 3 3: 0 max - g ----; 1 2 max 0 2_1 0 4.651_,J I N 00 a : I I p N p . .. 3: W qpp� N 3: - - W! 0 0 + - ■ 4 4 2 7 5 5 - 1 1 ' V. 0O +W! ■ 0 o0, • 001 2 0 • I 0 a 333 O 1 W ' NWO 1 000.. W o: pgp N W wawa N 3 N W -� -• 1 max • 00 . 4 0 3 0 N 00 ++ T 0 0 4 0 1 _13 mol MI I 2 0 1 0 ■ 3 reL1,600 I 2 :: 3 3 .3. • ::::: 3 3 . 08 - l�t, 1 U .001 I 2 1-- -601.. .654 I OO 1 • 4 • - 64• 6 80 NW -- 7 • DOC" •--- 2 -7-7 t22 •--- +�+wa T ! 0 0� - Wa 0 W a WaW aW a WalW 857,4 2 N 4 .2 67T4 4 3 1 850.4 2 N a'W 3 1 155504 2 NC 4 1-2727.3 4 NC a WaW! Wa 3 1 813,4 2 • NC W• • 3_ 1 834.42 NC 4 754,3 4 *-- NC 1805.4 2 . NC KR :2 727,3 4 -4.-- NC - Wa'W ,,3_1 177704 . 4 1.2 834,3 4 NC I aW [ 3 1 1772.-A - 2 NC [ 4 11 P346-3 4 1- NC lW 3 1 73764 2 NC _ 4 -28290-3 4 NC a Wa +.72. NC I W+ [ 3 1 1 604 *4 I 4 14 8030.3 4 • NC - -+l I I - NC N 2 6094.-4 3 1213 546 - 4 - -8655.--4 4 • 2041 377 2 1 aN 8 3 7626C2 4 14 6560-4 4 1346 Bali aNNW+=aNaNaNNW+- !74 24 4 3 1 9 6 3 5 3 8 9 8 94_1 18 2 1. 4 NC I 6 1 9 I 1 ..00 1 7 44 -4 4 3 C .. _N 2 1 6 11904 -- 3 11CA 666j 1-80790-4 4 - 1084 002 P i - 1 -4 611 9 Z 2 6.119,4 3 65:602 4 4 67604 4 1629 134 I -141-12 .8 6774 4 N NC C-- 1 844 - I 86 4 451,3 4 • _j _02L,:4 ,, 2 1 EI 4 9 0 6 1 24-1 3 ; _ 1802.4 , 2 , N -2 599'3 4 N I-2 6234.3 4 00 0001 111IN1II . - H 1591013 3_, 114 817 2128 17 . 3 i924 E2r7 03 031I 3 II I 1 1 I W;aW.Wl ; W- w I - 4 0 1 7 9 7 412 - f 3118196 3 7279776 4 6251914 3 [ 1548 733 3 1 11394 - 4 I NC 1 • 1 NC I 3039 225 , 3 I rNC I [ 00 2 ,LA 12021 143 • 3 I NC 1512.5311 3 NC --1- NC 1 5991 619 3_, NC El pi i : Z36 3 [1993047 3 [ NC j 905 I NC z�Z � _ 1 NC I NC NC - 7 - [ NC NC NC I NC • • NC NC , _ N NC I NC 722 � I • • a O i 3 n J • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - r 19temou-Adou90111.1 Attu3906•14‘ klul jail to Adowo3 Q9'0 umioA EIC 119 .. 69114 A 161C16410e4d0060■10011olex51110116010001Ox3 /Mu 3\196 1194166410A13C•VS11:1 64613461 MI 71 .1.t1 NI n f f� U U I 85 • 1- i i '1 A A W N N - - P P . . w w N N - - ` ` n 1 1a W W N N - - H H I m max__ .043 3 m,n .059 I I mai .043 1 3_ min 059 ' • min •.059 1 4 T±... .043 ' 3 m m • - .050 I In I Ia I Iw N N 1 033 2T • - 496 • _152. - 4 • 482 _ 031 1 - 71 - :46 6 1 w 1 1 5, � mu .595 3 _ .241 4 _ _ 059 min- _. - . •p4 _.� 2 •04 1 3 I mu _ .595 3 1 4 Ou mm' • •643 - 4 .74 027 _ 2 •.032 �3 3 mu .595 • 3 051 4 .015 1 Tnin 7 4 • 006 2 •011 33 3 max .627 3 , .242 1 4 .059 min - 685 - 4 ' -037 2 1 .043 mm' �� CIS -- 4 I •.025 2 •032 [mu .627 1 3 .112 14 ( .03 1 met .685 • 4 •014 1 2 I •.022_1 max .627 ' 3 . .053 4 1 .015 1 rmm ' • 665 : 4 ° • 001 -- Mr ' •.011 max,._ ;.1..` 0. __ _4_1__ 6Q5 min' •00 1 2 • mu 659 • 3 _ .228 . . . . _ _.059 . _ _2'47 - 4 - -03 2 •043 - [max .659 - 3 _,165_, 4 ___ .044 I mn ..727 ' 4 • 02 2 •032 Lmax 654 3 106 4 03 mrn - 777 1 .012 2 •022 Mix 659 3 .051 4 .015 I mrn • 727 4 -005 . 2 • 011 - 1 mu 659 3 0 4 0J min 27 4 0 2 0 mac_0,_L2�_0 14+ 0 l 3• 0 min _._ � -3 O � 1 - -485 _. • 3G' mat • 0� 0 _. ' 497 mm i 0 1 3 b01 r 7 07 ♦ + I mu 0 _ 2 0 3 504 r'n 0 " 3 • . • 00 2 ' •.517 mm ^ ^ 0 - • 3 •001 • 527 3 mu 2 0 • 4 526 mm 0 3 • 001 : 2 mn . 0 • 2 6 4 --- ;;u� min 0 3 _ 001 2 , • 559 53 - J mini 00 1 3 - .001 2 1 min 1 - - r - 001 i 2T .38 --, mares _ 21 0 4_1_ mm 0 I • ••001 2 1 •589 1 4 . 8 435.•8 2 4026.6 4 4071e -4 [ 3 •1744e -4 4 3054e -4 1 3 •1 308.-4 - /E -- 2 - 6.1.4 • 3 •871 4 101 94 -4I 3 -4 34505 4 2 467 2 1 8154.7 1 4 6.7144.44 - 3 • - 10626.41 _ 4 045e 3.8 0354 4 • 3 3760.4 1 3 : •5 4 4 1.707, -4 3 • ?8/ 4 1 3 7824.6 1 2 4 8 1 77. -4 '3 m-4 4 6 1424.4 3 -1 4494.4 4 4109e -4 3 -D 82554.51 4 3 073.-4� 3 •547 -51 4 3 6.64:6, 1 2 - 906.44 314780.4 14 ' •I 56 • 1 566. -4 44 i •1 .1 7361 3 1 5224.4 "4 6454.3 3 1 61.•4 4 .1 827•-3 3'16544+1 • •1 0184.3 J ' 16544.41 4• 9184.3 3 1.6880-4 4 •2 4-3 .. 3 1.76 4 +•2 08243 3 ' 6 53248 ? 4.0774r8 � 3 1794..4 I •2 1466.31 4 36343 3 3, 1.814.4 4 1.2 3144- 3 1. 44 - 1 t 4 _ 3 062441 4 - 1 4544 - 4 3 282 444 4 1756 092 I 3 391.269 4 - 2665 701 3 621 505 4 4894 862 1 3 1339 �115�6 4 NC 3 7.8340.51 `4 -4 654-51 3 280 - 2 1 881 5 ? 5' 3_ 386497 2 2837 723 3 609 12 I 2 5178 696J 3 1301 206 1 2 NC 3 NC 1 3 298 232 2 ' 2357 72 3 409 326 2 • 3532 568 1 3 639 613 2 6341047 L3 134 A 1 12 NC 4 NL -- r7 NC 1 __1006 549 4 NC 1 • 401 1' NC l 1 026..4 2 1067 806 -4 214-4 4 6673 379. 2 --- NC -- 4 NC �i 3 862 574 3 175' 4 N NC_.j 461 _ NC 3 508.136_ 4 NC NCB [4154 66Tr 3 1564.519 4 NC 1 6524 047 31 1 4606 79 4 3 471.401 - NC 3 350.56 4NC 9 711.798 4NC 5 NC 3 1447.317 4 NC N C N C 6410 231 . 3 . -4579484 44" 1524 459 4 3199522, _3 1 1 2288 057 I 150101 f 3 I1 1117819 4 2127876' 3 ' NC - N C _ ► 5[9065► ' E ►]►0509 3115585 2278 226 4 1 2070565 3 1549143 4 W 143.7: 4 734 T 301 4 6102687. 3 NC -.? ' NC _.. -1! *NC ' 303923_5' 3 • - NC -- NC 2020329 3 , 1 tiC 1 1512531 3 NC NC N _ NC C �C� NC NC _j NC I MEM NC __ NC f � _+ 5£1- c.9: 5 NC • NC 1 4 r ... . tom DB6 I N -NC C 2310 7391 6565 749JJJ 4622 1141 NC 3282 319 I NC _ NC 1639 508 1154 655 2187 355 ` 6331 88 4607 709 12 3261.243 307317 2I 1703551 I 1533 P I 1 4 4 J� .JJ j 40 1 NO 041 6422.682 4580 065 NC 1 15660711 1 145 594 2082 09 1576 799 3147 331 1.2292 767 1 I 4595 922 NC NC 1 6041 114'5 2084 678 ,1577 439 3142 919 2291.317] _ 6340 329 4583 22 NC NC f 1998 f 565 NC 2067 664_ NC 13133017 I NC 6272.049 NC N. - n la !w !v - n w .. 3 ! 3 I 3 i 3 3!331 SC S; SCS U. J . w A W � . w a W s ' ow 0 _ W Na AN N+ • J 0 0O III 00. w + W Yn 2 1 W .W n+. 2 77 7 2 2 zz 22 Z_ 72 227 00 00 00 O OO OOO ! 1 1 1► i s A I . . a ;♦ a Ia I .- a ! A .1. l l zz z722222ZZZ2zzz 0 OC'OOOOOC)OOO OO li _I_ -1w •i =Lwd_-_ 1 ' 1 -- - . W air! ± L .1‘_-__I- 1W � 1 - I pio _l mn . 3 min •. 04 ...�_ 4 . max 4 min - 097 ma. mm •. .059 1 4 maa 043 I 3 m01 - •0591.4_ max .043 3 m'n� •0 • 4 max 043 I max 043 ' 3 mn' -• 4 max .043 13 moil min -059 4 1 mu 043 mIx 059 -' 4 m1111 .043 3 -run • •.059 • 1- '4 ° ma_ .043 3 mrn • 059 mix .043 3 min • •.059 4 man( .013 3 ]mn • 059 -1 '1 [mac _043__ 3 mac _ .043 __3_] m,n' .059 4 max .043 3 min • 059 4 max 443 3 min • 059 4 f max__ .043 3 m,n .059 I I mai .043 1 3_ min 059 ' • min •.059 1 4 T±... .043 ' 3 m m • - .050 I ens -627 3 max [Mon • 059 4 1 [max .043 3 max_ _ _.04:1 _ _3 mrn 059 • 4 max 043 3 .142 4 .47 • .. B • 1 6*I 4 � • -727 1 ..t 033 2T • - 496 • _152. - 4 • 482 _ 031 1 - 71 - :46 6 • 035 12 I • 507 �162�1 ; _469 p7T36 7 _. .1724 , .497 -_181 _4 4 .504 . 21. • 517 .181 ' 4 I .504 • 039 2 • 648' - ' .196 ,_ 4 .516 - .038 1 2 ' _ 180 • 4 511 _ • 036 • 2 _ • 52 mu 043 3 .236 _4 _ . 613 m ..059 1 4 .. •034 ' 2 t . • 706 - m 1 !Fix n 705 932 2' - 716 -1 mu 073 3 .226 . 4 659 min :059 4 •03 2 • 777 - ' 1 maa .4.41 mrn •�lE� mu . 47L mrn' • 47 Max 475 ,I,01 mu .475 min 1 •.475 1 mat I .475 1 4 0 1 2 I 0 m'u, r 475 r 3 1 0 (3! 0 mar .517 4 • 117 4 .037 1 mrn = 504 ' 3 003 t • 05 m at .517 . 1 .067 4 .0241__1 mrn �' . 504 - '_.3 •_ -002 _._t. t - •....• 034 1 mu .517 • 4 057 4 . 4. .0t8 rt,in' 50 • 3 t -- 0 -'-' 2 ..025 mu .517 . 4 • .028 ' 4. .009 _ mm' .50C 0 -- 1 - 2 `- 013 Lmaa .517 l .00* 2 0 7 ins •.504 3 0 3 0 .239 . 4 .635 .036 ' 2 • 695 .242 4 627 4444: 559 4 1 .101 I - � 1 .028. - min -531 T3'�00i 1 t T� 038 [Mai ' .659__,1 4 1 _066_ 1 .018 Lmrn 1 =534 r 3 0 2� 025 mo 59 4 I .0324 I 099 tn 7 .534 3 0 - 1 _ 2 ' •013 _ max' .559 1 4 I .001 12 1 0� .mm' •.534 ; 3: 0 1 4 1 0 Amax .601 4 .153 4 .037 I min • 564 • 3 003 1 • 05 mu _601 ^ 4 • __.074_ _ 4 18 mrn • 564 0 --7 - . _ 025 -y max .643 ' 4 + .164 r 4 037 1 min • •.595 ' 3 .003 ' 1 - • 05 max• .643 ' 4 .122 4028 min • 596 13 ,001 1 1 •038 max ; • .08 1 1 019 mM .595 13 1 0 --- .142 -__ - 4 2 _ .0583 II •029 • 013 43 3_1 1 095 4 ( .037 001 -7 '1 � •OS .028 1 7 - 2 .03 03 4 .015 •005 2 •011 4 ' .023 14 I ,002 3 4 - 1 71 • 013 3 6 4 • •377644 3 • 6 1324_4 4 •3 7170.3 4 - .3657,3 3 '.5673466 1 =48946-4 3 -4 4034-5 4 '1.3 6614.4 3 T 3_1344.51 i2 42844 I 3 •1.564451 4 1.1.1966 -41 3 ' 3 686646 .� .92111..61 1'3 •1 69145 4 .4 3754.7 . 3 _ • .1.3024 4 •3 272e -41 3 •9 125431 I 4 - '.2 1694_4 1 3 •5 234.61 4 '•1 066. -41 3 .39e- e` 016. -61 3 .7634.5 •i - 66. 3 7 3244.5 �4 i -2 7454-4 3- • 6 . 4.8654.5 L •18344 3 2 4 7 .9 1464.5 3 ' 6 53248 ? 4.0774r8 3 2 166eT `4 -2 976e -4j 3 1.6244.4 4 • 1954.4 _ 3 062441 4 - 1 4544 - 4 3 5 4090 -5 1 4 - .7 3224 -S, L7 4 -6 -6 435e• 8 [ 3 24.-I - -.13 1391. • 3 4 -1 6544.4 3 19. 4-1 56 27845 3 7.8340.51 `4 -4 654-51 52ne�5 4 • •1 8554-7 - ? -7 :11 - 3874-7 3 0694-4 3 466 155 -I 99e.5 4 NC 4.1049-4 3 339 80 "b • 20334-4 3 690376 C •14524.5 4 NC _607 476 1 6,6 4 NC I 1 44 865 1 7529316 4 • NO L `NC-I 1 IBO 279 4 NCI _1 • 661.224, 4 NC 1 __1006 549 4 NC 1 • 401 1' NC l 1 026..4 2 1067 806 -4 214-4 4 6673 379. . 3 421 4 A 3 5_67 43 4 NC 3 862 574 3 175' 4 N NC_.j 461 3 377 4 N 3 508.136_ 4 NC NCB [4154 66Tr 3 1564.519 4 NC 1 6524 047 31 1 4606 79 4 3 471.401 - NC 3 350.56 4NC 9 711.798 4NC 5 NC 3 1447.317 4 NC N C N C 6410 231 . 3 . -4579484 44" 1524 459 4 3199522, _3 1 1 2288 057 I 150101 f 3 I1 1117819 4 2127876' 3 ' NC - N C _ ► 5[9065► ' E ►]►0509 3115585 2278 226 4 1 2070565 3 1549143 4 W 143.7: 4 734 T 301 4 6102687. 3 NC -.? ' NC _.. -1! *NC ' 303923_5' 3 • - NC -- NC 2020329 3 , 1 tiC 1 1512531 3 f � _+ 5£1- c.9: 5 •14 NC I_? 3 %9 3 { 4 Nc � L2 208? 633' 4 r ... . tom DB6 NC� NC _ N __ NC NC 1566_087 414.5 [4064 1527 022 3164 896 L.2_294274 611 � 005 4602 538 1114 4 j03 9=3_ 15660711 1 145 594 2082 09 1576 799 3147 331 1.2292 767 1 I 4595 922 NC NC 1 6041 114'5 2084 678 ,1577 439 3142 919 2291.317] _ 6340 329 4583 22 NC NC f 1998 f 565 NC 2067 664_ NC 13133017 I NC 6272.049 NC � A 3 . 3 � 1 A ; a n a w my :1C1:111ni :Ia1:11111nii1:ICi:i :im . a i1111ami :iu1 :1111 33 3 59 3 i3 °I% i% % r %02 % w 1 p x. 1 .� Ay 4—., . w ajw a W 1 t 1 p � I.y ppW ' E O • YW P4i al 2 1 a 1 T_v8 w.. =M7m0© EMS ':''; 1111©111©1©.©.. III ! 1 INIII X 11 11111111 ' B II 1111 IN 7z6 mn . 3 min •. 04 ...�_ 4 . max 4 min - 097 ma. mm •. .059 1 4 maa 043 I 3 m01 - •0591.4_ max .043 3 m'n� •0 • 4 max 043 I max 043 ' 3 mn' -• 4 max .043 13 moil min -059 4 1 mu 043 mIx 059 -' 4 m1111 .043 3 -run • •.059 • 1- '4 ° ma_ .043 3 mrn • 059 mix .043 3 min • •.059 4 man( .013 3 ]mn • 059 -1 '1 [mac _043__ 3 mac _ .043 __3_] m,n' .059 4 max .043 3 min • 059 4 max 443 3 min • 059 4 f max__ .043 3 m,n .059 I I mai .043 1 3_ min 059 ' • min •.059 1 4 T±... .043 ' 3 m m • - .050 I ens -627 3 max [Mon • 059 4 1 [max .043 3 max_ _ _.04:1 _ _3 mrn 059 • 4 max 043 3 .142 4 .47 • .. B • 1 6*I 4 � • -727 1 ..t 033 2T • - 496 • _152. - 4 • 482 _ 031 1 - 71 - :46 6 • 035 12 I • 507 �162�1 ; _469 p7T36 7 _. .1724 , .497 -_181 _4 4 .504 . 21. • 517 .181 ' 4 I .504 • 039 2 • 648' - ' .196 ,_ 4 .516 - .038 1 2 ' _ 180 • 4 511 _ • 036 • 2 _ • 52 - 7 5 3 0 -1-71-' 2 1-7"--- - -- 5 : Z .203 4 .526_1 max .475 3 mm • 475 4 1 -a 004 - 21 4 ma__475 � 3 mrn a - • 475 .232 . 4 .571 -11 - 2 -- _ .611 - .226 - • 04 2 .. - . • 60+ ±�s64 _. 5782 04 2 622 max .504 ' 3 mrn mu - 504 -- - 13 mm •.517 ' 4 ` • ,2 04 41 1 2 t • 643 ,,242 4 .603 • 039_ • 653 -.038 ' 2 .675 _243 ,_4_I .611 •.039 r 2 664 037 - T - 2 I -685 _2 _1_639 037 ? • 685 .242 ' 4 1 .627_1 .239 . 4 .635 .036 ' 2 • 695 .242 4 627 4 541 -7 569 4 I . _534 2� -50 4 I .549 .125 1 4 i . 0 3 0 2 ' • 0 38 1 0 ' 2 •013 / .142 -__ - 4 2 _ .0583 II •029 • 013 43 3_1 X102 4 044 4 I •018 -03:1 7 03 4 .015 •005 2 •011 03E 2 043 1.25664.3* NC �T7 244.•5 I NC _J 5 5914 • ,.. NNC • h v5 1 hC�, 274.3 t N 5 0844-41-17-171C _ _ll -2 5448.3 =4 - NC 6 7724-4 2�_NC__ 2 8554.3 6 378..4. 2 NC 7 1644.4 2 _ NC�J 4� N 7 1666-4 2 NC •3O • i 27 6410.4 2 NC 1.3 3656.3 i NC 7 5164.4 2 NC - 37474.3. 4 . .. NC _ _ 3341. -4 2 NC ., _ .31294.3 4 NC 7 6674-4 2 NC - 3 484.•3 4 NC 867..4 _2 NC 1.3 4949.3 4 -_NC ._ 7694 2 i NC - 3 55783 - 41 1- NC _ 7 3 - 7044.3 4 : NC 7.9714-4 2 I NC - -3 1 634.3 - " 1- 4 1-- NC 777 4 NC 7. 949. 4 _ ? '-NC I 7964..4 2 _ NC I 38214 -3 4' NC -1 7.9764.4 2 NC -__ - 37778.3 4 - -_. NC 1 7.9764-4 2 • NC 731,6 7 9394-4 2 NC_ -3 9054.3 4 ' NC 11_9274.4 2 NC 1.3 953. 4 NC 7.76584 2 NC 3 9396 4 1 7.927.-4 • 2 _NC •395383. 4 NC ' -3 9094.3 4 NC 7 6030.4 2 • NC_ - 39244.3 4 . NC •3 9940.3 4T - NC 7 4444 2 NC •3 8946.3 4 NC 112764-4 2 I NC 1. 66964-4 2 . NC _ .3 8354.3 4' NC 7 27843 3 0694-4 3 466 155 -I 99e.5 4 NC 4.1049-4 3 339 80 "b • 20334-4 3 690376 C •14524.5 4 NC 9 9774.5 3 _1395 269, - 9145.•6 4' NC ,-6 2 NC ,_3 782.-6' 3 - NC 4,7344.4 3 ' 344 1 5 696.-5 1 -1- NC 3.5414-4 3 • 462456 4 667e•5 1 ' NC I 2 348.4 3 699 64 3 2384.5 1 NC ' t 1556-4 3 ' 1412 43 1 679'•5 1 NC ~ I 1 0894-6 2 � NC •38354.6'. _NC 1-3 9594.4 _ 2 • 477 622 1.8 3934-4 4 - 2448 392 t 4934•! Z 666447 1 - 6297..4 4 365543 l 1 026..4 2 1067 806 -4 214-4 4 6673 379. , ► 6.462] 6- 290 0602 6 9.1695 9214.0 2 _ NC . j - 36666.6 4' NC I `N I -N.° 4.0 NC_.j 461 NC 2309658 T NC i 1640 4 . NCB [4154 66Tr NC ' NG 1 6524 047 31 1 4606 79 4 3261.54 3 2302 17 • 4 43C 181833 804 4 D624 431 3- 1 4 N C N C 6410 231 . 3 . -4579484 44" 1524 459 4 3199522, _3 1 1 2288 057 I 150101 f 3 I1 1117819 4 2127876' 3 ' NC - N C _ ► 5[9065► ' E ►]►0509 3115585 2278 226 4 1 2070565 3 1549143 4 W 143.7: 4 734 T 301 4 6102687. 3 NC -.? ' NC _.. -1! *NC ' 303923_5' 3 • - NC -- NC 2020329 3 , 1 tiC 1 1512531 3 ! i o m a I � I n 111: N ; - " . 11:1 a w N ' :I :I I- ' • W : 1 IQI11 333 3 3 8 33333 mvm gYgEgfgE a w ' . 4.0.0. W a W l 1 ' -. '020F gR CO c0 o o g o 828 - . ... N. 4.16 IN N. .N Na NW Nw a - ♦ o,, °p $ oo oo 00 vc o0 00 ao- i ..ow- W.a.a.- WawaW -wNa Wawa waw."' a ©a : :©.Ntw +W�a.... " "' :: : .2z 2 zz 0000 z_ O 00 0000 7c ens -627 3 max mm -627 max 655 4 mrn .677' 3 1 max .727 I 4 min .659' 3 mas .727 1 4 mrn •.659 13 max - -- - .727 -1 4 min -.659 • 3 max .727 14 _ Mon • 658 1 333 ma■ - .431.. min •. 7;726570_4 max .475 3 mn •475 4 max .475 3 mm • 475 4 1 _max 475_ 9� mm • 475 i ma__475 � 3 mrn a - • 475 max 475 • 3 7, .475 4 n 1 _ma>r__504 _3 j mrn •517' 4i max .504 ' 3 mrn mu - 504 -- - 13 mm •.517 ' 4 mu 504.' -3 run�l7 I - mu .504 I 3 min 517 In •._ .517__ - 4 met . mrn. 5 34 : 659 ' 3, 1 maa 534 3 1 msn.559 4� mum .534 _ -- - m -n • 559 4 mix .531 3 mrn • 559 4 I ma. • 534 3 mm - 55P -• '4 1 .125 1 4 i . 0 3 0 2 ' • 0 38 1 0 ' 2 •013 / .142 -__ - 4 2 _ .0583 II •029 • 013 43 3_1 X102 4 044 4 I •018 -03:1 7 03 4 .015 •005 2 •011 03E 2 043 413 r 4 ' .0441 •.024 - 2 ;'•.033 .061 ( 4 1 03 -014 ' 2 . .021 1 .037 i 4 -- -.015 - 12 .011 .208 .069__ • 030 2 -.043 IS 4 044 -026 2 - 033 • 0 28_ 059 a 2 ' ,aa _ - 027 , 032 r 005 `_2_.' • 011 3 0694-4 3 466 155 -I 99e.5 4 NC 4.1049-4 3 339 80 "b • 20334-4 3 690376 C •14524.5 4 NC 9 9774.5 3 _1395 269, - 9145.•6 4' NC ,-6 2 NC ,_3 782.-6' 3 - NC 4,7344.4 3 ' 344 1 5 696.-5 1 -1- NC 3.5414-4 3 • 462456 4 667e•5 1 ' NC I 2 348.4 3 699 64 3 2384.5 1 NC ' t 1556-4 3 ' 1412 43 1 679'•5 1 NC ~ I 1 0894-6 2 � NC •38354.6'. _NC 1-3 9594.4 _ 2 • 477 622 1.8 3934-4 4 - 2448 392 t 4934•! Z 666447 1 - 6297..4 4 365543 l 1 026..4 2 1067 806 -4 214-4 4 6673 379. , ► 6.462] 6- 290 0602 6 9.1695 9214.0 2 _ NC . j - 36666.6 4' NC 1 134.4 2 375 795 71 029 � 65576.5 2 • 523630 5 294_1 1 . 2909 1641 L 8014.5 2 ' .841968 4 5396-4 4 5336 144,1 1 _3_0524-5 2 ' 1850 306 •t /864.- 3.0164.6 2 NC •35394.6 4 .1* - NC 1 4 7 3054.5 3 326 195 -4 577.• • - 4 - /771 295 1 ` S 4784.5 7454 65, .3 506'4 4 2699 095.1 ((,� 656.5 3 724 86 4 [.2 3394.4 4 497E1toki (_1822. -5 3 159:073' •1176.4 4 NC - 07,46 I N(, [ -6 5376 -P' 4 NC . _ ' 52744_ 1 1.3 40744 4 3 ' 1747 298 39 3 L 4 4974 181356.4 3 415 1 :2 5554-4 4 ; 2653 693] 322, :6 0 - ' 4437 J 1 •B 541694 o 1i294. -4 3 . 66662 763_1 f � _+ 5£1- c.9: 5 •14 NC I_? 3 %9 3 { 4 Nc � L2 208? 633' 4 r ... . tom DB6 NC NC-' _ NC NC�r NC ' NC 1114 4 j03 9=3_ [ 948 4 . 2 084 254 3 �Db 1T�j '3157754 3 f 4602 344 4 1 6 3 NC NC 1 1145 6 II I �- 0311_3 x526761 4 I 20819`+571 12292 736 4 1 3146 859 3 1459587 4 [6167391 2_5 _ NC NC i `` 1 1 4 5599 4 1756 3 .1527 447 4_ 3J 1'224, 3' 4 1344 ?523 3 (!58323+ 4 1 6346794 c:1 g I 40 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Pgo g=3 gam PP 9110 066 1,0 •1 1 / 4 A OC•VS11:1 QS 114 OC-YSIH 05 1. CIC.V511:1 lalu3 don to Ado 41 44421 40 /1 Aid WI 1W ;1 1 --• ; - I j Fl 1:111:1N iU _ lw a IW :111:1:1:1:111 :1IF I■ 1 j a I W max .756 2 mm • -.322 • � 1 l max 05 4 •.003 1 59' frIn • 03 / - "3 . 161 4 • 6i, :cC1:1e1u111Cc 5 maxi 05 j 4 • •003 1 SDS Pp 3 • •154 14- - .543 4 max'_OS 4 •_003 _1 .603 I i/n 03T" 3 • 186 4-L:153 .1 ,_3 ∎,_05 L4 _•.003 1 t 6tt i 111{” •037 3 168 •654 3 2 3 u o 0 jO l maa 05 C 4 ..003 1 1 .627 ` mm .439 3 . • 17 -- 1 i •-b85 max .05 • 4 • 00 3 n' •037 7 4 645 I 4 _jmax - .05 4 •.003 - t ._ 63 I i mm- . 037 _3 - 2. • 6p6 .. , i min' '• 037 ' 3 t6e - 4 •'116 al mil. _ I _ 4 _4. . x 1 _ 643 min •037 3 • 169 • 4 1. 705 .. J 4 , 001 mm ' • 037 3 . ..095 • max„ - .OS 4 •.002 ,� min •.03773 . •• 101 mil im OS _003_ m, : 0 in 37 3 • • 107 I mul' i 1 ..003 1 .491 m,� n' • 037 {`3 ' -112 • 4 • 507 maa�_.05 14 •.003 1 tt .501_, mm • •,037 3 ' •.117 1 1 •.517 -3 3C I _8 i _g max_ .05 • 4 _ •.003 __ 1 _ .51 t _ min .037 - ` 3 • 123 4 ` • 527 maxim .OS 4 ..003 1 ,.5,9__ min - .037 -- 3 • . 129 - • 4 - - . - 538 - 3 3 W a Nu Vi 7, --R---7% . 4 (-14-1 `53a . 3 • 1 •.559 .. 65S'...)_► r L61-_._6.[Lf0'•�� 1�ww - 955 , 11' E0o'• . S0 i xawJ 3 S 1 W l a U it max05 4 •.003 I _549 _ min : ...037 " ' 3 I • 145 f 4 . 59 muy,__05 4 • i 1 .541 mm 1 ,037 . 3 • 141 1 4 1 • 569 max .05 • 4 I 003 .556H -I 4 min •037 3 • 1.149 .69 313 a. 1 a 8 r ; ; 0� • O i max •_ 05 _ 4 003 _t _.579 II min .037 3 .159 • 4 •622 _I 3i 5. W a N O • N ; 1 482 4 -488 .475 4 .475 max_1_0 I 1 .._1.024_1 min' 0 - 1 :744 1 y - 1 3 1.7.9654.5 L4 1 807 x-3 3 16 6 652,•5 4 ' 703x-31 _ 3 1.9 277,.5 4 •1 943_ 3T•t.059K �_•2 013a -3 3 •1J9H 4 .21169-3 3 •1,19H - 4 " 2,t 3 .1,216.4 47.2 2014-3 3 •1 2289.4 4•2 2864.3 �J�_ •t 748+•4 J •I766e��t 4 •? 4564.31 -4 4-1.266H •2456m3 3 2450-4 595.•3 �256H L�_t•25256.3 3 -1 N1 4 2 664.•31 3 I.1221H 4 �%J343 3 .1 2214-4 4 -2 7334.3 3 •1225H 4 • .2 783e.3 3 •1 23e.41 4 .2 6739-31 3 •, 234H 4 •2 892x-3 L3 •1 7lnr•a� 4 •2972.3' 3 '•1.23814 4 •2 93243 aW 3 '•1186tr4� 4 1.2 44 47:T 3 ••1.1354-4_; _4 ..30070.31 I 3 •1115. 4.4 4 .3 00743 9 4 - 2907.3 4 ' •f 976,43 ' 3 •56120.5 4 ••291174.3' Zz Z 000 I - 4 NC_ 1 • NC 4 - NC - a Z C:C] �1 NC� � Z 0 P .. � :ZZZ 0000 p »Naw i ZZZZI 00 I C) 1 NC T "NC� Z 00 II ZIZ olo t . NC 4� NC _1 1 NC + NC 4 NC I Z� or I NC 113111•1a•41111 t NC_ 4 �NC t NC _J "i ' ii CT ,() 1 C L4 NC 1 NC t 4' NC nauwi NC MN 4615 665 15400531 _ NC 2309.524 11 3 NC • 1 ' O O o o - - - IwrmI 1 3�2 nD - 0 _1 6 411 2I,.218 4 .13244 4 - 1 .2121H ���__M 4-{7 i ��N x.935 _ 2 243 248_ •1 40 197 ©�N- 2 506, 33 L I 5 3 •2 ?4� 627 1 IRR 2 _2 L 3 I .1493 N= 7 7260 2 _ 3.986 ''3 .2 391 " NC • NC NC _J 6522 3531 4606 5591 3261 2 2302 1221 2171.574 1573 79,4 1 24 438 114853 ° I ° 6409.2791 1679 377 3199 118 2287 998 ▪ 27_623 1524 431' 1 1591 011 114 2618 a 6252645 4560 824 3115 162 2279 2191 _20_70269 1516 121 r_11 I 11354 NC NC 1111 NC I. 151 ?020 15 - NC --' 3039 1_j C NC 6103 595 NC ' 1 NC . _ NC NC > a - 1 +W♦Wl±WI a a .,--...w.,... 1 1 > - •+Wa a W> W a W S. . YWa W a W a 4 aWa W I I W ;1 1 m 1- 1 r a W iU HI 'f•. I N EC1`11 I 1iC1:IZE1 :1CII :1IF I■ 1 W N max .756 2 mm • -.322 • P a F 1_ max • _ 2 9 1 1 I mu, • 249 4 3. 3: J 0000 111' [max 0 • 3J m.n 0 • 4 1 3j. 4• a max S m111• - .-. 4I m,n 37 aiiICIEW 3 33�3,303133�3333 333 J r 3 a J r J r 7 �• 7 .• :::::i:c:r::: ?0 •. max mm' -' 4 maa 0 - 1 mm 0 U > I r O -_ N': max 9_t� nun - -04049 1 2 max4_ 0..__ 1 • _ 1 _ 1043 4 0 .j mm 0 '1 677 •. 3 1._ _ 9 ._ J I Ln. 104 12 I _207 I . 3 I 0 ma■ _.027 . 1 .6 18 4 0 mm 027 2 • .452 3 0 - 5Q3 - 4 0 min 054 2 • • 2273 0 max 08 1 .368 4 0 m1n OBE - 2 •010 2' 0 - max 107 1 223 3 0 74,-707 2 • 014 7 0 - 1 ni - 0 ��T •696 oui 0211 9__814 - m - Iii -py8 1 • 464 {'_ti MM max ' .1 a 1 3 .232 1 3 1 0 min; .III 1 1 1 .017 1 2: 0 . 1 1 .. - ; 719 -• 3 •_ 0_ maa 029 1 _ .801 4 0 mm� - 029" 4 •48 -' 3 - � - - 0 max .057 1 __.562 4 0 I min •_ - 057 4 r •.241 '1 3' 0 [max .086 I 323 4 0� min 086 4 • • 016 2 ' 0 g max .11 1 .237 3 0 m 114 4 4 •016 2 0 max_1_0 I 1 .._1.024_1 min' 0 - 1 :744 1 y - 1 nua' 029 t t •7711 4 1 0 1 mm�;p;•9� - 1 • •420 3 0 333332 3 I OOm _I_ ..., NN>Si+ • Wa 000000 3 C __ ,- a 4- 3 V i W — max - 7 2 .171 m - m •366 3 •016 2 0 3 3 yOWi u 4 W I aW • O O max .76_ - _48 3 0 ml,, .315 1 3 •2 4 -•- 0 Min • 269 3 •645 .4 0� max___76 2 .752 3 0 mm -.793 3 • 441 4 0 _mss ~ N ..JYY 0 mm • • 60 2 1 017 ■ 2 0 max 806 2 .056 3 0 .. _ 0 maa 101$_2 . 30395 9 1 _3 t 0 mm 577 13 •. 4 1 0 max 991 ' 2 • 181 13 , 0 pooecoo ON _a T - 0 - •ot6 T2 9 7 - 69 6 , 0 •696 � 4 0 wr w • 447 i TO _ 1032_44. I _ -0___. 2i W� 000 •.229 1 9 1- 0 .814_1 4____0 -N V VS :VSi W. ' - ,00 ���������� I!1 3_ 0 _ 0 3_0 3 t 0 t. Q1� IJ 7` a 'W `` �QQ1Q aN ```NNNN JmN ► � oo aN� ►Na 1 I 0 0 0 0 - - J-- 0 : aNa p »Naw U w NWNW^' .aNp -0 I II 428_ 3 039 389 004 [' 3 - 039_1 0 38 3d9 4 • 002 m no Q _.43 _ . • 389 4 .00302 408 3 037 • 389 4 •002 - O � 0 4 0-- .554 3 I 032 •.2 4 . .001 0001 000000000 _ 6S5 -73 _.02_ _] 076 • 0 . ,554 3,. _I 655 3 _ .014_ 026 2 0 655 3 .003 •026 2 d .000I00p0000- 0000 J O0oo08o8 1 . 00000 • • 808e000 1 O O I I o,o O O o o - - - -- 1 3�2 nD - 0 _1 6 411 2I,.218 4 .13244 4 - 1 .2121H ���__M 4-{7 i ��N x.935 _ 2 243 248_ •1 40 197 ©�N- 2 506, 33 L I 5 3 •2 ?4� 627 1 -WNW 0 2 _2 L 3 I .1493 N= 7 7260 2 _ 3.986 ''3 .2 391 " ®�NW .L aiN N_ _Y'N 0 I 0 1 0 98 - 45221 �N� 4 2554 'I 2 5 0371� 4 I •28.95, 2.1 5 448 I 4 •2 586 aN aN a Na N 1 Nsna 141 4 565 4 3 ? 1 �2 776 ©a N 2.016 .4 659 _ 2 152 •4 143 _1.875 -3 196 0 1 . 2 193 .4407 _ 2057 I > a - 1 +W♦Wl±WI a Wa > 3 3� 41 - 1 - 1 J.: 3 ( !_0 1i_ .a. tea W aW 1 > - •+Wa 41Y�W a ca S. . YWa W► +_ aWa ;1 1 m 1- 1 r a W iU all 'f•. I N EC1`11 I 1iC1:IZE1 :1CII :1IF Me- 1 W N max .756 2 mm • -.322 • P a F 1_ max • _ 2 9 1 1 I mu, • 249 4 3. 3: J 0000 J r YW [max 0 • 3J m.n 0 • 4 1 3j. 4• a max S m111• - .-. 4I m,n 37 mal. _0_ 1 3 mon _ (' 3 33�3,303133�3333 333 J r 3 a J r J r 7 �• 7 .• :::::i:c:r::: ?0 •. max mm' -' 4 maa 0 - 1 mm 0 U > I r O -_ max .024_ 1 Min - 024 - 2 max 9_t� nun - -04049 1 2 mm _QD7 i 1 max .073 1 1 min .073 I ? max 0 1 ma■ .097 _I_t_. ma __025 1 m m' 025 2 3� 3 r mm N _ max .075_ 1 m n 075 2 Im,n 1 F max .161 1 inn 101 2 mm 026 1 max 0_ 31 a r'N_ mm 052 - 1 I max .026 { 2_ 3 J FA $8 I • 023 3 Q02' 7 °- N 88 "ES m NW 88E •.041 4 1 - .005__ 017 4 1 005 I • 031 1 - 0 L .Q� 4 1005 056 4 .005 yY 0 8 .032 1 4 1 . 005 017 1 2 _. _o.. - -- 025 2 005_ - -• .04 4.• _ ..0 • 0 016 4 - - o 146 1. .024 2 .005 009 • 4 0 v 1 4,4.471 4,4.471 0000 _839 I 3 1 0 • 47- _`4'.1-1"- -0 -7 37:4-4-43 1 0 i 0 _ Wa oa _ :5 • 5 012 62 --:-4 0 .] 68 - _1-4_1 _O II ; W .W.U. 000000 ' , ON _a T - 0 - •ot6 T2 9 7 - 69 6 , 0 •696 � 4 0 .017 2 0 447 i TO _ 1032_44. I _ -0___. 2i W� 000 •.229 1 9 1- 0 .814_1 4____0 -N V VS :VSi W. ' - ,00 Wa Um �C o o ._ •574 .' 4 _ 0 ___I • 642_ J - I . •37 4 0 0 t. Q1� IJ 7` a 'W `` �QQ1Q aN ```NNNN JmN ► ?N YNWN W f I 0 0 0 0 ���a.oat 000000n NaN 1 I aw:::: C.. I »Naw U w NWNW^' .aNp -0 0-coo- -- 408 3 04 • gag " •005 428_ 3 039 389 004 [' 3 - 039_1 0 38 3d9 4 • 002 m no Q _.43 _ . • 389 4 .00302 408 3 037 • 389 4 •002 2 4 •802 .554 3 I 032 •.2 4 . .001 .554 • 3 • 027 •2 4 •001 _554 3 I 023 , •2 4 •001 _ 6S5 -73 _.02_ _] 076 • 0 . ,554 3,. _I 655 3 _ .014_ 026 2 0 655 3 .003 •026 2 d p a ro o$ .665 3 0 • 026 -2 .• • :.002 ,. • .655 3 003_1 •026 2 0 I 0000 J O0oo08o8 1 . 00000 • • . 1 O O I I o,o O O o o O O o o O C'0 a oo 0 o 0 0 oo 0 0 0 o oo 11 1 0 1 a W Ch 4"0 W W 3 1_035 1 3' NW 3 006 12� 0122 :W 3 001 3 2 • 2 �NW� ww po 31 021 , 4 2 1 -076 1 2 o L 8$588.9 1 ( ®�NW .L aiN 3 •01.6 l 2 •.046 2' W O• 0 6 __; - - 2 -- 331 0 - 1 3 - 07 3 • 2" .0 2 • +I_N o aa 4 _1.874 14 ? 1.211 3 N� • 33 1 3 4 3315 4 _, 91147 ww.• 2 j •2 3 4 4323 4 ®Na . 1 0 H 4 4 897_1_4_ 4 1992_ 2 .._ 1 223 3 Na m .. Nsna 141 4 565 4 3 ? 1 �2 776 + 00 4 1- 42+72 -2 1 - 07 33 .W ++.. 3 T -203 , 3 _ 21 _ 2.095 4_ 13 I -2 302 3 121 3696 4 031_' 031 3� 003 2 004 4 016 1 ' 88 1 3 - 032 2 •.002 3 77004 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I aww Mu 401/I 4d011.10 4.443 son ir Agoura 4 94 1 41 4 11 1 1A O r. ° P IU r I 4:. I 1:1:111:1- 'f•. I N : :1CII :1IF a 111 - 1e1:1 :1:1C1:i0111: 5 I max • .132 mm .346 4 J max .756 2 mm • -.322 • � r > NI 2. maa .805_ , 2 ` rmn' • 273 4 `� F 1_ max • _ 2 9 1 1 I mu, • 249 4 II I max 1.04 2 Imaa_`_1.064 _j_21 mm 7529 19 rtan ..504 7 3 max 1029 2 minx- • 5556 4 max min .631 4 jmax _1.077_ In •607 l Irma 1.102 2 max 1126 2 559 max 1027 i 2 mm .651 . x-11 1.051 Ili mm ' .1.27 . I Tax_ 1.075 2 m1n .... - 502 ._ }_� max. _1.1 -1 -2_ mm •,578 I 4 max 1.124 2 mm - 554 4 ma, 1031, 2 - I min .948 3 ma, 1 06 2 1 min • 62 - 4 -- 31 max _1 084 2 min • 6 3_J max _1 _ m •576 .108 32 1mn • 589 • 4 mx m • • 1 551 3 I mm i 4 mat 1004 1 2 1 r 1= 1053 [ 2 1n • 54 4 aa 1 029 i 2 maa 1077 - 1 . 2 m1n "';515 1 4 102_4_2_ Il min •401 tW N O a:n:,.. • 1 00 I )93 13_0 J 446 4 i 0 OIO Oev- aoNWaWawa 00 pp p a N P 0000 W_v oo000000o I N �N O V �� .O N+ W>W - •.266 .4 0 431 • 3 0__ j _839 I 3 1 0 • 47- _`4'.1-1"- -0 -7 1.043_1,.3 0 X674 I4 0 36 3 0 •o 2 Q �O a la2T.yc aWa 000000 WaW ' , ON _a T - 0 - •ot6 T2 9 7 - 69 6 , 0 •696 � 4 0 OWN W aWYu - 000 P _ . 4 6 I 0 • 4 0 1_ 3 0 1.054_,3 0 i x.73 4� O�I -N V VS :VSi W. ' - ,00 " Um �C o o ._ •574 .' 4 _ 0 ___I • 642_ J - I . •37 4 0 0 _ 1 05- : T7B 4 0 aN aN aN aN aN ► ?N YNWN WN YJ I I 0 0 0 0 a' N•Na 0 0 000000n NaN 1 I aw:::: C.. I coN oN.W I 0 0 0 •00100.0.x.0 I t .3_ .4._ 0 X1.1 0 o I p _0 1 0 1 o!O .aNp -0 0-coo- -- 11 00000: � O 0 . 00000 I 0000000000000 0 0 0 00000000000000 I i i 00000000000000000000_ I aNaN- •.aVaNaN>N + -WNWNW NWN + +aNaNaNa 2 468 4 2 2 092 A • 4 -3 604 3 L 2_{ 1.263 •2019 •4 4 3 _• - I O - _ j/N 2 •4676 i 3 1 2 734 , 4 a © :WNW u ^ , a 3 1.334 ' 4 2 •2 022 3 • 3 2 234 1 4 11 1 0 1 •i W k+a L 1 3008 4 It 1 436 .4 4 _2_.7014 •3" 2 1 •3 384 : 3 00! -- OON- •1 953 1 3 1895 •3 372 13 UN 29 4 .4.246___ 3 _ 1.933 4 •3 491 - 3 • 1 00 -- 1 .4 896 ' 7 2 261 ' 4 •5 394 3__ - 1.99 •3 ' 3 2.34 ' 00 -I_ 0~ 1 . 1.215 1 • .1.999 3 2 451 • 1.54 3_ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I aww Mu 401/I 4d011.10 4.443 son ir Agoura 4 94 1 41 4 11 1 1A O !- r^ I ! R I I �I jw l 1 N j+ �M 5 rru�, 0 2 055 i j_0_ . 34 3 0 W N N+ W N OOO00000000000 W 32323. W N W L N 5 .� W N W N _ _- + 2323 W N _ t u• 5 ." - N W ;,31.jWt.. 1 a N 1 _ I 1 '. I. N W a N 1 W 2, 3. V W a N N' -2��ma■ 0 3 22P 2 0 0 2 • 489 a 0 I + I _t_1max 0 3 .336 _2 _ �0_ L I min 0 2 • 641 4 0 I l v 5�1 tnax�_0_j 3_ 3 1 .00J - jmin 9 1 •Oa P�'2' - - 001. . 333 31 • 000000.0 . W. .. $8$ $ 8 $$ 8 [ Lr W W. mw _ Y wr 332 W. _ __ .- W O♦ -- O ! � 4 •0 °6 J • • 005 1,.. 3333 5:3: 0000 1. a W. V `f 8 U . . 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I i 0 pj 1 1 79P 94 622.95111 1 • 4 1u3 1 kJ nbbj 1.11 SOUTH JACKSON STREET SEATTLE WA 98104 T) 206 223 5555 F) 206 621 2300 MAY 1 4 2003 REID MIDDLETON Museum of Flight Expansion Lobby Addition Construction Documents RECEIVED CITY OF TUKWILA h , April 25, 2003 ,EzRrolf CENTER Division 1 - General Requirements 01119 Cladding Design Criteria 01310 Project Management and Coordination 01314 Communications 01330 Submittal Procedures 01420 References 01570 Temporary Erosion and Sedimentation Control 01600 Product Requirements 01630 Substitution Request Form 01722 Field Engineering 01733 Cutting and Patching 01770 Closeout Procedures 01784 Operation and Maintenance Data 01787 Product Warranties Division 2 03100 03200 03257 03300 03350 - Sitework 02071 Selective Demolition 02220 Site Demolition 02231 Clearing and Grubbing 02301 Earthwork for Structures and Pavements 02302 Excavation, Backfilling, and Compacting for Utilities 02510 Water Distribution 02630 Storm Drainage 02722 Crushed Aggregate Base Course 02810 Irrigation 02900 Planting Division 3 - Concrete Concrete Formwork Concrete Reinforcement Underslab Vapor Retarder Cast -in -Place Concrete Concrete Finishes Division 4 - Masonry Division 5 24944.13 - Metals MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 00010 TABLE OF CONTENTS 05030 Metal Shop Finish 05031 Fluoropolymer Coating Systems 05120 Structural Steel 05300 Metal Deck 05400 Cold Formed Metal Framing 05500 Metal Fabrications 05511 Pre - Engineered Metal Stairs 05810 Seismic Joint Cover Assemblies 00010 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Division 6 06105 06410 Custom Millwork and Cabinetwork Division 7 07211 General Building Insulation 07410 Metal Roof System 07413 Formed Metal Cladding 07600 Flashing and Sheet Metal 07810 Sprayed -On Fireproofing 07812 Intumescent Fireproofing 07840 Firestopping 07900 Joint Sealers Division 8 - Doors and Windows 08110 08347 08710 08800 08920 Division 09100 09260 09310 09510 09513 09650 09900 Division 10 - Specialties 10210 24944.13 - Wood and Plastics Miscellaneous Carpentry MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 00010 TABLE OF CONTENTS - Thermal and Moisture Protection Steel Doors and Frames Oversize Pivoting Glazed Door Finish Hardware Hardware Schedule Door Schedule Glazing Glazed Aluminum Systems 9 - Finishes Metal Support Systems Gypsum Board Assemblies Ceramic Tile Acoustical Ceilings Metal Plank Ceiling and Soffit Resilient Flooring Painting Room Finish Schedule Metal Wall Louvers 10522 Fire Extinguishers, Cabinets, and Accessories Division 11 - Equipment 11014 Window Cleaning Equipment 00010 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Division 12 - Furnishings 12485 Foot Grilles Division 13 - Special Construction NOT USED Division 14 - Conveying Systems Division 15010 15050 15071 15080 15757 15765 15800 15825 15905 15910 15915 15920 15930 .15935 15955 15980 24944.13 15 - Mechanical MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 00010 TABLE OF CONTENTS Envelope Summary General Requirements Basic Materials and Methods Noise and Vibration Mechanical Insulation Self- Contained Integral Air - Cooled Units Electric Duct Heaters Air Distribution Air Moving Equipment Building Systems Control Control Wiring Control Valves, Dampers, and Actuators Control Panels, Controllers, and Sensors Controls Description of Operation Control Systems Point List Start -Up, Balancing & Commissioning Final Completion & Project Closeout Division 16 - Electrical 16000 Performance Specifications END OF SECTION 00010 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMNARY A. This section does not specify products. It is a reference section containing design requirements common to several sections which specify exterior building elements. B. Section Includes: 1. Design criteria for exterior wall and roof systems. 1.2 DEFINITIONS A. Design Levels - Non - structural Component Damage Limits: 1. Life Safety Design Level: Component remains in place, component damage permitted, connection damage permitted. Non - tempered glass breakage permitted only if lite remains in opening. Tempered glass breakage permitted. 2. Immediate Occupancy Design Level: Substantial weather protection maintained, minor cracking permitted, no connection damage, no glass breakage. 3. Substantial weather protection: External sealant damage permitted. Displacement of glazing gaskets permitted, but gaskets must remain attached to window (i.e. not fall out). Damage which would require disassembly or removal of component to accomplish repair not permitted. 1.3 SYSTEM DESCRIPTION A. Exterior cladding systems shall be designed to meet the structural requirements of the Uniform Building Code - 1997 Edition and requirements specified in this section. B. Contractor shall be responsible for the design, detailing, fabrication, and erection of exterior cladding systems and for the connection of the cladding systems to the primary structure, 1. Design of the cladding systems shall be prepared and sealed by a professional Structural Engineer licensed in the State of Washington to meet the minimum design /detail requirements of this section and additional requirements specified in individual specification sections. 1.4 SUBMITTALS A. Shop Drawings: Include for each section referencing this section. 1. Show all connections to primary structure with loads imposed by each connection. 1.5 LOADING / DESIGN CRITERIA MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01119 CLADDING DESIGN CRITERIA A. Gravity Loads - Design and detail all members and connections to meet the requirements of the 1997 UBC based on the actual dead weight of the cladding materials as a minimum including the weight of all connection materials. B. Wind - Design and detail all members and connections to meet the requirements of the 1997 UBC based on 80 mph basic wind speed and Exposure C. 1. Damage limits: Immediate occupancy design level. 2. Building Cladding: Minimum 25 psf inward / outward pressures. 24944.13 01119 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01119 CLADDING DESIGN CRITERIA C. Seismic - Design and detail all members and connections to meet the requirements of the 1997 UBC based on Seismic Zone 3 criteria. Allowable connector loads / connection stresses shall not include a 4/3 load / stress increase for seismic loads. 1.6 CLIMATIC DESIGN CONDITIONS A. Ambient Temperature Range: 5 degrees F to plus 100 degrees F. B. Maximum Solar Radiation: 360 BTUH /s.f. for 100 percent absorptive (blackbody) surface normal to solar angle. 1.7 PRIMARY STRUCTURE CRITERIA A. Beams have been designed to resist loads as shown in the structural plans. Beams shall not support lateral loads at the bottom flange of the beam unless specifically detailed. Columns shall not resist torsional loads applied by the cladding system through their connections to the columns. 1. Where lateral loads from cladding are resisted by the bottom flange of a beam, the contractor shall design, supply, and install bottom flange bracing as required to laterally support the bottom flange of the beam. 2. The contractor shall design all cladding systems to transfer torsional loads to floor diaphragms. B. Column Shortening: Concrete and steel columns have been designed to limit total load shortening of the column to 3/32 inch per floor down. C. Lateral Horizontal Story Drift: See structural drawings. PART 2 - PRODUCTS: NOT USED PART 3 - EXECUTION: NOT USED 24944.13 END OF SECTION 01119 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following: 1. General project coordination procedures. 2. Conservation. 3. Coordination Drawings. 4. Preconstruction conference. 5. Project meetings. 6. Cleaning and protection during construction. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. 01314 - Communications. a. General correspondence, requests for information (RFI), and non - conformance notice. 2. 01330 - Submittal Procedures. a. Preparing and submitting the Contractor's Construction Schedule. 3. 01600 - Products Requirements. a. Coordinating general installation. 4. 01722 - Field Engineering. a. Procedures for field engineering services, including establishment of benchmarks and control points. 5. 01770 - Closeout Procedures. a. Coordinating contract closeout. 1.2 SUBMITTALS A. Coordination Drawings: Specified below. Submit for information only. 1. Comply with requirements contained in Section 01330. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3,1 PROJECT COORDINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01310 PROJECT MANAGEMENT AND COORDINATION A. General: The Contractor is responsible for all construction means and methods and for the general coordination of the work of all trades. B. Site: The Contractor is, in general, the custodian of the site of the project and it is his responsibility to provide access, storage, work space for all those engaged in the Work. The site shall be maintained in an orderly manner with debris and trash removed daily. C. Utility Companies: It is the responsibility of the Contractor to provide temporary access and to allow all trades including utility companies to deliver their equipment. Coordinate requirements for same. 3.2 COORDINATION DRAWINGS A. Coordination Drawings: Produce composite drawings for work in and above ceilings and chases. 24944.13 01310 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 1. Include the following: a. Mechanical layout drawings specified in Section 15010. b. Electrical layout drawings specified in Section 16010. c. Architectural reflected ceiling plans. d. Structural framing and floor openings. e. Fire protection systems. Include locations of hangers and seismic bracing. 2. Show the relationship of components shown on separate Shop Drawings. 3. Indicate required installation sequences. 4. Check composite drawings for conflicts and interferences. Upon resolution of conflicts and interferences, submit letter of certification to the Architect, signed by representatives of each represented trade certifying: a. All related conditions have been checked by all trades. b. No apparent conflict exists. c. The requirements of the Contract Documents have been complied with. d. All elements of a complete installation are included. 5. Maintain a set of coordination drawings as Project Record Documents as specified in Section 01789. 3.3 PRECONSTRUCTION CONFERENCE A. General: Before execution of the Contract, the Contractor shall meet with the Architect and the Owner to coordinate the Progress Schedule and to discuss other requirements which may be of concern to any of the parties involved; conditions mutually agreed upon at this meeting may be incorporated into the Contract. When the time and place of the conference is set, the Architect will notify all interested parties; any party wishing to place a subject on the agenda for the meeting shall notify the Architect not less than 24 hours prior to time set. 3.4 PROGRESS MEETINGS - GENERAL A. Contractor's Duties: The Contractor shall perform the following duties: 1. General: Schedule and administer construction progress meetings, called meetings, and pre- installation conferences, throughout the progress of the Work. 2. Make physical arrangements, prepare agenda, and distribute notice of each meeting to participants, including the Architect, Architect's representative, engineers /consultants, and Owner four days in advance of meeting date. 3. Preside at meetings, record minutes, and distribute copies within two days after meeting to participants. B. Location of Meetings: As mutually agreed between Owner, Contractor, and Architect. C. Attendance: Owner, Architect, Contractor and job superintendent. Subcontractors, suppliers and consultants to attend as appropriate to agenda. 3.5 MONTHLY PROGRESS MEETINGS A. Timing: Preparatory to submission of payment request. B. Minimum Agenda: 1. Approval of previous meeting minutes. 2. Review of updated CPM Schedule. 24944.13 01310 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 • ��':•t:l'.. .e .. bh'. i>. v:3: �i: S. �. t l '::,ru:eies�:l�:.te.`...t':u .'f�.�.ieil_'.���::��.��. 3. Review of outstanding Change Orders, Requests for Information, Change proposals and the like. 4. Review of Project Record Documents. 3.6 WEEKLY PROGRESS MEETINGS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01310 PROJECT MANAGEMENT AND COORDINATION A. Frequency subject to adjustment by Architect. B. Minimum Agenda: 1. Approval of previous meeting minutes. 2. Review of work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Planned progress during succeeding work period. 8. Coordination of projected progress. 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 3.7 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion. B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects. C. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 24944.13 END OF SECTION 01310 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: General Requirements for project communications. 1. Correspondence. 2. Requests for information (RFI). 3. Non - conformance Notice. B. Related Sections: 1. 01330 - Submittal Procedures. 2. 01451 - Testing Laboratory Services. 3. 01600 - Product Requirements. 4. 01630 - Substitution Request Form. 5. 01770 - Closeout Procedures. 1.2 CORRESPONDENCE A. Project Communications: Routine written communications between the Contractor and the Owner or Architect shall be in letter, field memo, or fax format. Such communications shall not be identified as Request for Information, nor shall they substitute for any other written requirement pursuant to the provisions of the contract documents. 1.3 REQUEST FOR INFORMATION A. When field conditions or Contract Document contents require clarification by the Architect or Architect's consultants, a written RFI iS to be submitted by the Contractor (only) to the Architect, per the following: 1. Clearly, concisely, and completely state the issue for which clarification or interpretation is sought and why a response is needed from the Architect. In the RFI, the Contractor shall set forth an interpretation or understanding of the requirement along with reasons why such an understanding was reached. 2. Valid RFI: Requests clarification of apparently missing, conflicting, or ambiguous requirements. RFI's containing any of the following are NOT valid: a. Substitution requests; see Section 01600 b. Submittal data: see Section 01330. c. Responses to non - conformance notices; see Article "Non - Conformance Notice" in this section. d. Change order proposals; see Section 01250. e. Requests for modifications to accommodate improperly performed, poorly coordinated, or mislocated work; see Article "Non- Conformance Notice" in this section. f. Questions readily answered by thorough examination of the Contract Documents. 3. Identify the nature and location of each clarification using the RFI form; provide as a minimum the following information: a. Project name and number; b. Date; c. Date response required by; d. RFI number; e. Subject; f. Initiator of the field question; g. Indication of costs, if known; h. Location on site; i. Contract drawing reference; j. Contract specification section and paragraph reference; 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01314 COMMUNICATIONS 01314 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01314 COMMUNICATIONS k. Descriptive text; and 1. Boxes for "Valid" and "Not Valid" RFI evaluation. m. Space for reply on same page as question. 4. Architect shall review all RFI's to determine whether they are valid Requests for Information within the meaning of this term. If the Architect determines that the document is not a valid Request for Information, it will be returned to the Contractor unreviewed as to content or resubmittal on the proper form per the applicable specification section. 5. Number each RFI sequentially beginning with number RFI -001. a. Number resubmittal of RFI using original number with decimal suffix (103.1, 103.2, etc.) for each resubmittal. B. Responses to RFI's will be issued within 7 working days of receipt of the request from the Contractor unless the Architect determines that a longer time is necessary to provide an adequate response. 1. If a longer time is determined necessary by the Architect, the Architect will, within 7 working days of receipt of the request, notify the Contractor of the anticipated response time. a. If Architect determines revisions to the Contract Documents resulting from RFI's will take longer than 7 days to complete, Architect and Contractor will negotiate reasonable time allowed to complete and issue such revisions. 2. If the Contractor submits a RFI on an activity with 7 working days or less of float on the current project schedule, the Contractor shall not be entitled to any time extension due to the time it takes the Architect to respond to the request provided that the Architect responds within the 7 working days set forth above. 3. Response Revisions: If the Architect needs to modify the response to a previously answered RFI, the Architect will make needed modifications to the RFI and identify changes with "bubbles" or other obvious means, re -sign, and re -date. Modified response will be sent to Contractor and identified under the original (or resubmittal) RFI number with a revision suffix (RFI - 45.1 /Rev.1, etc.) C. Oral interpretations and clarifications: May only be discussed on -site or by telephone with Architect or Architect's Consultant, with concurrence of Owner. The Contractor shall incorporate the essence of the discussion onto an RFI form. 1. Oral interpretations and clarifications are not binding or valid unless confirmed in writing on RFI or other suitable instrument and accepted by Architect. D. The Architect acknowledges that this is a complex project. Based on the Architect's past experience with projects of similar complexity, the Architect anticipates that there will be numerous valid Requests for Information on this project. E. Responses to RFI's will not change requirements of the contract documents, including schedule or scope of work. In the event that the Contractor believes that a response will cause a change to the requirements of the Contract Documents, the Contractor shall initiate change procedures as specified in Section 01250, "Preliminary Initiation /Changes" article, "Contractor Changes" paragraph before proceeding with affected work. 1.4 NON - CONFORMANCE NOTICE A. Architect -, Owner -, Code Official (AHJ)- or Testing Agency - Observed Non - conforming Work: 24944.13 01314 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01314 COMMUNICATIONS 1. When Architect, Owner, Code Official (AHJ), or Testing Agency observes work which does not meet contract requirements, Architect will issue Non - Conformance Notice to the Contractor describing the non - conforming work. Payment will not be made on portions of the work for which a Non - Conformance Notice has been issued and the work not corrected to the satisfaction of the Architect. a. The line, "Value ", in Block B of the form indicates the amount to be withheld from Payment Request for uncorrected work. 2. Sample form for Non - Conformance Notice attached following this section. B. Contractor - Observed Non - conforming Work: 1. When the Contractor observes non- conforming work, executed by his own forces, subcontractor, or supplier, the contractor shall use Non - Conformance Notice form to: a. Describe the nature on the non - conforming work. b. Propose the corrective action Contractor intends to take to correct or accommodate the non - conforming work. c. Request approval or additional instructions for correction of the work. 2. Send copies of Non - Conformance Notice to Architect and Owner. a. RFI's will not be accepted for non - conforming work or proposed corrections ( "fixes ") to non - conforming work. 3. Architect will respond with approval or additional instructions for correction of the work. 4. Corrective measures including redesign necessary to accommodate non - conforming work are at the Contractor's sole expense. C. Numbering of Non - Conformance Notices: Each notice will be numbered with a prefix identifying originating entity followed by a sequential number starting with 001 for each prefix. Examples: 1. A -001 - Architect (or consultant). 2. 0 -001 - Owner or Owner's testing agency. 3. C -001 - Contractor. 4. J -001 - Authority Having Jurisdiction (code official). D. Upon receipt of a Non - Conformance Notice, the Contractor shall provide a written Response to Non- Conformance Notice within 5 working days after receipt of the Notice. The Contractor's response shall detail either: 1. Why the Contractor believes that the work was performed in accordance with the Contract Documents or 2. What corrective action the Contractor intends to take, at his sole expense, to correct the non - conforming work. E. If the Contractor disputes issuance of the Non - Conformance Notice, the Architect has 5 working days in which to respond by either: 1. Withdrawing the Non - Conformance Notice, or 2. Indicating the Owner's wish to accept the non - conforming work with a commensurate reduction in contract price. 3. Directing the Contractor to correct the work. Such determination by the Architect is final and conclusive. 01314 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 F. If directed to correct the work, the Contractor shall do so within 5 working days after receipt of such direction from the Architect, or such other time as may be agreed to with the Architect. G. Proof of Correction: Attach evidence that corrections have been completed to Application for Payment requesting payment for work in question. H. Using the Non - Conformance Notice form: 1. Block A: Completed by originator of form. 2. Block B: Completed by originator of form. 3. Block C: Completed by Contractor. 4. Block D: Completed by Architect. 5. Block E (if needed): Completed by Architect. 6. Block F (used only if Block E is used): Completed by Contractor. 7. Distribution: Self - explanatory. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01314 COMMUNICATIONS END OF SECTION 01314 - 4 CONSTRUCTION 'DOCUMENTS 25 /APRIL /2003 - Block A - PROJECT NAME Notice Number: PROJECT NAME - line 2 NBBJ Project JOB# From: To: Date Observed: Re: - Block B - Specification Reference: Nature of Non - conformance: Value: $ Signed by: NON - CONFORMANCE NOTICE Date: Date Reported: Drawing Reference: Date Response Needed: - B oc C - Contractor Proposed Correction (Response): Amount of Time for Correction: _ Attachments Response From: To: Date Rec'd: Date Ret'd: - Block D - Accepted by: - Block E - Additional Architect Directions: By: - Block F - Contractor Acceptance by: 24944.13 01314 - 5 Date: Date: Date: Distribution: Owner Architect Consultants File CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01330 SUBMITTAL PROCEDURES A. Section Includes: Furnish drawings, diagrams, schedules, certificates, lists product data, samples, and similar information on materials, equipment, finishes, or other components for the review and approval of the Architect prior to their inclusion in the Work. B. Related Sections: 1. 01600 - Product Requirements. a. Detailed requirements for subcontractor and material list submittal. 2. 01326 - Construction Schedule a. Timing of submissions during job start -up. 3. For detailed requirements for content of various submittals, see technical specifications. C. Contractor Pre - Construction Conference: 1. At the contractor pre - construction conference, the job specific administrative details will be established. The process, numbers of copies, etc. set forth in this section are listed for planning purposes only and will govern lacking any direction to the contrary. 1.2 SCHEDULE OF SUBMITTALS A. General: Following the acceptance of the Contractor's Construction Schedule by the Owner and Architect, prepare and submit to the Architect a complete schedule of work - related submittals based on the Detailed Network Diagram, and required by the Specifications. 1. Correlate submittal schedule with the listing of principal subcontractors. B. Form: Prepare schedule in chronological sequence of "first submittals." 1. Show: a.. category of submittal, b. name of subcontractor, c. generic description of work covered, d. related specification section numbers, e. activity or event number on progress schedule, f. scheduled date for first submission, g. and blank columns for actual date of submittal, resubmittal, and final release or approval by the Architect. 1.3 IDENTIFICATION OF SUBMITTALS A. Identify each submittal with Architect's job title and job number. Clearly define location of submittal in the Work and /or its location in the Contract Documents. It is the responsibility of the Contractor to coordinate the work of the various trades and he shall check all submittals by his subcontractors and suppliers for conformance with requirements of the Contract Documents and shall mark them to this effect with his approval prior to submitting to the Architect. 1.4 TIMING OF SUBMITTALS A. Submit all data and information required by the Contract Documents to the Architect allowing ample time for his review, checking for conformance with the design concept, and approval, in any event allowing not less than 10 working days from date of receipt. 24944.13 01330 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 ....,. -. ;,�;..:as:_..,i::�t ::i.;�1L. ..:�':.s.i,S.:« 1''at �nF.; , �,.:;AZ:i'i.i•.::J MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01330 SUBMITTAL PROCEDURES 1.5 SHOP DRAWINGS, PRODUCT DATA & SAMPLES A. General: Except as otherwise specified, submit required shop, layout and setting drawings, product data and samples in accordance with requirements of the General Conditions. B. Contractor's Review of Submittals: Contractor shall review and approve all submittals before forwarding for Architect's review. The Contractor's mark or stamp of approval shall constitute representation that he has, at a minimum, satisfied the review requirements of the General Conditions and shall, in effect, so state. The Contractor's stamp of receipt will not be .acceptable for this purpose. Submittals which have clearly not been reviewed by the Contractor will not be checked and will be returned to the Contractor for completion of his review and no claim for delay due to Contractor's failure in this regard will be accepted. Any deviation from the contract documents shall be clearly identified in the submittal. C. Architect's Review of Submittals: Architect will review Contractor's submittals for conformance with the design concept and requirements of the Contract Documents in accordance with the General Conditions. Architect's approval of such submittals shall not relieve the Contractor from the following: 1. Responsibility for proper fitting, finishing and quantities. 2. For information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction. 3. For deviations from drawings or specifications, unless he has in writing specifically called the Architect's attention to such deviation at the time of submission, and secured his written approval. 4. For coordination of the Work. 5. For installation of the Work in strict accordance with the Contract requirements, and responsibility for providing work not indicated on the shop drawings, but otherwise required for the completion of the Work. D. Architect's Stamp: The Architect's will stamp each submittal to be returned with a uniform, self - explanatory action stamp, appropriately marked and executed to indicate that the submittal returned is with one of the following actions: 1. "Approved ": The submittal has been approved and no further submittal is required. 2. "Approved as Noted ": The submittal is approved, with minor corrections marked or noted. No further submittal is required, except that if the noted corrections are made on the original by the Contractor before distribution, then two copies shall be forwarded to the Architect for record. 3. "Partially Approved as Noted ": Submittals so marked contain portions of the submittal which are acceptable and approved, however, there are other portions which are not approved, are incomplete or have yet to be provided. The submittal has been returned with the direction that those portions which are acceptable, and so marked, are approved and those portions not approved or incomplete need to be resubmitted. The contractor may, at the contractor's discretion and risk, proceed with ordering or installation of the approved portions but must resubmit as not by the Architect. The submittal, in its entirety, will be "approved" only upon acceptable submission of non - approved or missing portions, assuming that nothing in the resubmittal conflicts with the previously approved portions. 4. "Revise and Resubmit as Noted ": The submittal has been reviewed, but requires substantial revision to comply with requirements. Revise as noted or required to bring into compliance and resubmit for re- review. 24944.13 01330 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01330 SUBMITTAL PROCEDURES 5. "Not Approved, Resubmit as Noted ": This submittal has not been specified and does not meet the requirements of the Contract Documents. Resubmit information on an item, component, or layout which will conform to these requirements. 6. "No Action Required ": The provision of this submittal is not required by the Contract Documents or no action has been requested by the Contractor. It is returned "with no action taken ". 7. "For Information Only, Copy Retained ": This submittal was provided "for information purposes only ", a copy has been returned and is being returned with "no action taken." 8. "Reviewed Only For:" Only the portions of this submittal which are subject to the Contract Documents have been reviewed and action taken accordingly. Refer to associated comments as noted for specific A/E review action taken. E. Any item which has been "Approved" or "Approved as Noted" and which is subsequently revised by the Contractor beyond noted corrections shall be resubmitted for review and approval. F. Partial Submittals: Submittals which are partial or contain only a portion of the data required to describe the item or installation will be rejected unless such partial submittal is coordinated with the Architect prior to submission, and final approval of all such items will be withheld pending receipt of all required information. G. Architect's Approval: Approval shall not imply that the Architect has checked for quantities, space requirements, coordination of trades, union jurisdictions, infringements of patent rights, or possible means or cause of injury to persons and /or property. Where a consultant's stamp of approval is at variance with that shown above, the required actions noted shall be consistent with those specified herein. H. Resubmittal: Major deviations from design concepts or from the requirements of the Contract Documents will require complete resubmittal. If resubmittal is required, correct and resubmit in the same form as before. I. Shop, Setting and /or Layout Drawings: Process and submit required shop, setting and /or layout drawings required by the technical specifications in accordance with dates and times indicated by the Progress Schedule. 1. Form of Submittal: Submit drawings in the form of 4 copies. Wherever reasonably possible, make drawings and similar data in size multiples of 8 -1/2 inches by 11 inches. 2. Contractor's Review: Check and verify field measurements, coordination requirements and incorporate on drawings. Where items portrayed are to connect to or interface with other elements of the structure, drawings shall specifically show such connections or interfaces and the materials involved. 3. Architect's Review: The Architect will review for conformance with design concept and requirements of the Contract Documents only and will mark corrections and comments on the transparency and return it to the Contractor. Only the reproducible will be returned and the 2 copies will be retained by the Architect for his files and for his use in coordination and administration of the Contract. Distribute copies of the approved submittal as required for the prosecution of the Work. J. Product Data: Product data, where required by the Technical Specifications, shall be in the form of catalog cuts, performance characteristics, and /or other descriptive data sufficient for verification of compliance with requirements of the Contract Documents. 24944.13 01330 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 y44JAJAY'!'4.H%:},i::., }n :'..f[:F5.:1 „SiVi +tY 14:1i ,Yi, faro 1. Form and Content of Submittal: Submit 3 copies of required product data in size multiples of 8-1/2 by 11 inches. Manufacturer's standard drawings and other data shall be modified to delete inapplicable information or supplemented to furnish additional information specifically applicable to the Work. Catalog sheets, brochures, Z diagrams, schedules, performance charts and descriptions, < illustrations and other standard descriptive data shall be clearly }- Z marked to identify pertinent materials, products, and models and shall Or IIJ include dimensions and clearances required. Where applicable, data 6 D shall show performance characteristics and capacities, shall indicate -.I 0 0 service connection requirements, and shall include wiring diagrams and 0 0 control information. 2. Architect's Review: The Architect will review for conformance with (.0w design concept and requirements of the Contract Documents and will N u. return 1 copy to the Contractor for revision or distribution as W O required. 2 K. Samples: Where required by the technical specifications, submit physical g examples to illustrate materials, equipment or workmanship and to u_ establish standards by which the Work will be judged. = Ci 1. Form of Submittal: Submit samples in duplicate; sizes, types and I - W requirements as specified in the Technical Specification and in as Z H nearly the form in which the material will appear in the Work as 1-0 practicable, unless otherwise noted. Samples shall show functional ZI- characteristics of product or material with integrally related parts UJ and attachment devices, as applicable, and shall show proposed colors 0 and textures or other finishes. 0 2. Architect's Review: The Architect will review the submitted samples 0 '- for compliance with requirements of the Contract Documents and compare W them with file samples where applicable; will make final selection of = 0 colors and finishes, and will approve sample for application on the I Work. Should a sample be found not in accordance with requirements, L-O it will be returned to the Contractor for resubmittal in conformance Z with requirements. 0 W 3. Disposition of Approved Samples: If approved, 1 sample will be p I returned to the Contractor as a standard for approval of the completed Z 0 '- work, the other being retained by the Architect for his files. L. Material Safety Data (MSD) Sheets: 1. Architect will not review Material Safety Data Sheets. a. Exception: MSD's may be attached to product data and submitted as proof of non - toxicity only when non - toxicity is a specified requirement for the product. 2. Product composition analysis: Material Safety Data Sheets are not acceptable in lieu of product composition analysis. (Where submittal of product composition analysis is required.) PART 2 - PRODUCTS - Not applicable. PART 3 - EXECUTION - Not applicable. END OF SECTION 24944.13 MUSEUM OF 'FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01330 SUBMITTAL PROCEDURES 01330 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 DEFINITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES A. General: Certain words and phrases used throughout the Contract Documents are abbreviated or are used with definitions unique to the Contract Documents. Such abbreviations, words and phrases shall have the following definitions where used in these Contract Documents. B. "By Owner ": The term "By Owner" indicates Work on this Project that will be performed by the Owner or his agents, at the Owner's cost. C. "Coordinate ": The term "coordinate" means to satisfactorily combine the work of all trades for a complete and operating installation. D. "Or approved ": The term "Or Approved" means as accepted by the Architect as being of equivalent quality, utility, and appearance. E. "Owner- Furnished, Contractor - Installed ": The term "Owner- Furnished, Contractor- Installed" means that the Owner will furnish at his cost and Contractor will install under his Contract for this Work. F. "Selected ": The term "selected" means "selected by the Architect" and is not necessarily limited to a manufacturer's standard line of colors, finishes, or details. G. "Site ": The term "Site" means the geographical location of the Project. H. "Specified ": The term "Specified" means as written in the Specifications. I. "Suitability ": The term "Suitability ", where the terms "or approved" or "or approved equal" are used, means that the Architect is the sole judge of the quality and suitability of the proposed substitution. J. "Quantity ": Wherever in the Contract Documents an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on the Drawings or are required for a complete installation. K. "Indicated ": The term "indicated" refers to graphic representations, notes, or schedules on the Drawings; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. Location is not limited. L. "Directed ": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by the Architect, requested by the Architect, instructed by the architect and similar phrases. M. "Approved ": The term "approved," when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. N. "Furnish ": The term "furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations. O. "Install ": The term "install" describes operations at the Project site including the actual unloading, temporary storage, unpacking, assembling, 24944.01 01420 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. P. "Provide ": The term "provide" means to furnish and install, complete and ready for the intended use. Q. "Installer": An installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, or similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. The term "experienced," when used with the term "installer," means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction. 2. Trades: Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. 3. Assigning Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling contract requirements remains with the Contractor. a. This requirement shall not be interpreted to conflict with enforcing building codes and similar regulations governing the Work. It is also not intended to interfere with local trade - union jurisdictional settlements and similar conventions. 1.2 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. Specification Format: These Specifications are organized into Divisions and Sections based on the 16- division format and CSI /CSC's "MasterFormat" numbering system. B. Specification Content: These Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be interpolated as the sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 1.3 INDUSTRY STANDARDS 24944.01 01420 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents. C. Conflicting Requirements: Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the Architect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to the Architect for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them available on request. E. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (202) 862 -5100 www.aluminum.org AAADM American Association of Automatic Door (216) 241 -7333 Manufacturers www.taol.com /aaadm AABC Associated Air Balance Council (202) 737 -0202 www.aabchq.com AAMA American Architectural Manufacturers (847) 303 -5664 Association www.aamanet.org AAN American Association of Nurserymen (See ANLA) AASHTO American Association of State Highway (202) 624 -5800 and Transportation Officials www.aashto.org AATCC American Association of Textile Chemists and Colorists 24944.01 01420 - 3 (919) 549 -8141 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 • (The) www.aatcc.org MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES ABMA American Bearing Manufacturers (202) 429 -5155 Association www.abma- dc.org ACI American Concrete Institute /ACI (248) 848 -3700 International www.aci- int.org ACPA American Concrete Pipe Association (972) 506 -7216 www.concrete- pipe.org ADC Air Diffusion Council (312) 201 -0101 AEIC Association of Edison Illuminating (205) 257 -2530 Companies, Inc. (The) www.aeic.org AFPA American Forest & Paper Association (See AF &PA) AF &PA American Forest & Paper Association (800) 878 -8878 www.afandpa.org (202) 463 -2700 AGA American Gas Association (202) 824 -7000 www.aga.org AHA American Hardboard Association (847) 934 -8800 www.ahardbd.org AHAM Association of Home Appliance (202) 872 -5955 Manufacturers www.aham.org AI Asphalt Institute (606) 288 -4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (202) 626 -7300 www.aiaonline.org AISC American Institute of Steel (800) 644 -2400 Construction, Inc. www.aisc.org (312) 670 -2400 AISI American Iron and Steel Institute (202) 452 -7100 www.steel.org AITC American Institute of Timber (303) 792 -9559 Construction ALA American Laminators Association (See LMA) ALCA Associated Landscape Contractors of (800) 395 -2522 America www.alca.org (703) 736 -9666 ALSC American Lumber Standard Committee (301) 972 -1700 AMCA Air Movement and Control Association (847) 394 -0150 International, Inc. 24944.01 01420 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 ANLA www.amca.org MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES American Nursery & Landscape Association (Formerly: AAN - American Association of Nurserymen) www.anla.org (202) 789 -2900 ANSI American National Standards Institute (212) 642 -4900 www.anli.org AOSA Association of Official Seed Analysts (402) 476 -3852 www.zianet.com/AOSA APA APA -The Engineered Wood Association (253) 565 -6600 www.apawood.org APA Architectural Precast Association (941) 454 -6989 www.archprecast.org API American Petroleum Institute (202) 682 -8000 www.api.org ARI Air - Conditioning & Refrigeration (703) 524 -8800 Institute www.ari.org ASCA Architectural Spray Coaters (856) 848 -6120 Association www.ascassoc.com ASCE American Society of Civil Engineers (800) 548 -2723 www.asce.org (703) 295 -6300 ASHRAE American Society of Heating, (800) 527 -4723 Refrigerating and Air - Conditioning Engineers www.ashrae.org (404) 636 -8400 ASME ASME International (800) 843 -2763 (The American Society of Mechanical Engineers International) www.asme.org ASSE ASTM AWCI AWCI International (703) 534 -8300 (Association of the Wall and Ceiling Industries International) 24944.01 American Society of Sanitary Engineering www.asse- plumbing.org American Society for Testing and Materials www.aste.org www.awci.org AWCMA American Window Covering Manufacturers Association (See WCMA) 01420 - 5 (440) 835-3040 (610) 832 -9585 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES AWI Architectural Woodwork Institute (800) 449 -8811 www.awinet.org (703) 733 -0600 AWPA American Wood- Preservers' Association (817) 326 -6300 www.awpa.com AWS American Welding Society (800) 443 -9353 www.aws.org (305) 443 -9353 AWWA American Water Works Association (800) 926 -7337 www.awwa.org (303) 794 -7711 BHMA Builders Hardware Manufacturers (212) 661 -4261 Association www.buildershardware.com BIA Brick Industry Association (The) (703) 620 -0010 www.bia.org BIFMA BIFMA International (616) 285-3963 (Business and Institutional Furniture Manufacturer's Association International) www.bifma.com CCC Carpet Cushion Council (203) 637 -1312 www.carpetcushion.org CCFSS Center for Cold- Formed Steel (573) 341 -4471 • Structures www.umr.edu / -ccfss CDA Copper Development Association Inc. (800) 232 -3282 www.copper.org (212) 251 -7200 CEA Canadian Electricity Association (The) (613) 230 -9263 www.canelect.ca CFFA Chemical Fabrics & Film Association, (216) 241 -7333 Inc. www.taol.com /cffa CGA Compressed Gas Association (703) 412 -0900 www.cganet.com CGSB Canadian General Standards Board (819) 956 -0425 www.pwgsc.gc.ca /cgsb CIMA Cellulose Insulation Manufacturers (888) 881 -2462 Association www.cellulose.org (937) 222 -2462 CISCA Ceilings & Interior Systems (630) 584 -1919 Construction Association www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892 -0137 www.cispi.org CLFMI Chain Link Fence Manufacturers (301) 596 -2584 Institute www.chainlinkinfo.com (under 24944.01 01420 - 6 CONSTRUCTION DOCUMENTS 2.5 /APRIL /2003 CPA 24944.01 construction) FM Factory Mutual System (See FMG) MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES Composite Panel Association (Formerly: National Particleboard Association) www.pbmdf.com DHI Door and Hardware Institute www.dhi.org EIA /TIA Electronic Industries Alliance /Telecommunications Industry Association www.eia.org FMG FM Global (Formerly: FM - Factory Mutual System) www.fmglobal.com 01420 - 7 (301) 670 -0604 CPPA Corrugated Polyethylene Pipe (800) 510 -2772 Association Division of Plastics Pipe Institute (419) 241 -2221 www.cppa- info.org CRI Carpet and Rug Institute (The) (800) 882 -8846 www.carpet - rug.com (706) 278 -3176 CRSI Concrete Reinfording Steel Institute (847) 517 -1200 www.crsi.org CSA CSA International (216) 524 -4990 (Formerly: IAS - International Approval Services) Division of Canadian Standards Association www.iasapprovals.org CSI Construction Specifications Institute (The) www.csinet.org CSSB Cedar Shake & Shingle Bureau www.cedarbureau.org CTI Cooling Tower Institute www.cti.org (800) 689 -2900 (703) 684 -0300 (604) 462 -8961 (281) 583 -4087 (703) 222 -2010 (703) 907 -7500 EIMA EIFS Industry Members Association (800) 294 -3462 www.eifsfacts.com (770) 968 -7945 EJMA Expansion Joint Manufacturers (914) 332 -0040 Association, Inc. www.ejma.org FCI Fluid Controls Institute (216) 241 -7333 www.fluidcontrolsinstjtute.org FGMA Flat Glass Marketing Association (See GANA) (401) 275 -3000 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES GA Gypsum Association (202) 289 -5440 www.gypsum.org GANA Glass Association of North America (785) 271 -0208 (Formerly: FGMA - Flat Glass Marketing Association) www.glasswebsite.com /gana GRI Geosynthetic Research Institute (610) 522 -8440 www.drexel.edu /gri GTA Glass Tempering Division of Glass Association of North America (See GANA) HI Hydraulic Institute (888) 786 -7744 (973) 267 -9700 HI Hydronics Institute (908) 464 -8200 Division of Gas Appliance Manufacturers Association www.gamanet.org HMMA Hollow Metal Manufacturers Association Division of National Association of Architectural Metal Manufacturers (See NAAMM) HPVA Hardwood Plywood & Veneer Association www.hpva.org HPW H. P. White Laboratory, Inc.. IAS International Approval Services (See CSA International) 24944.01 01420 - 8 (703) 435 -2900 (410) 838 -6550 ICEA Insulated Cable Engineers Association, (508) 394-4424 Inc. www.icea.net ICRI International Concrete Repair (703) 450 -0116 Institute www.icri.org IEC International Electrotechnical 41 22 919 02 11 Commission www.iec.ch IEEE Institute of Electrical and (212) 419 -7900 Electronics Engineers, Inc. (The) www.ieee.org IESNA Illuminating Engineering Society of (212) 248 -5000 North America (The) www.iesna.org IGCC Insulating Glass Certification Council (315) 938 -7444 www.igcc.org ILI Indiana Limestone Institute of (812) 275 -4426 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 America, Inc. www.iliai.com MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES IRI HSB Industrial Risk Insurers (800) 520 -7300 www.industrialrisk.com (860) 520 -7300 ITS Intertek Testing Services (800) 345 -3851 www.itsglobal.com (607) 753 -6711 IWS Insect Screening Weavers Association (Now defunct) KCMA Kitchen Cabinet Manufacturers (703) 264 -1690 Association www.kcma.org LGSI Light Gage Structural Institute (972) 625 -4560 www.loseke.com LMA Laminating Materials Association (201) 664 -2700 (Formerly: ALA - American Laminators Association) www.lma.org LPI Lightning Protection Institute (800) 488 -6864 www.lightning.org (847) 577 -7200 LSGA Laminated Safety Glass Association (See GANA) MBMA Metal Building Manufacturers (216) 241 -7333 Association www.mbma.com MFMA Maple Flooring Manufacturers (847) 480 -9138 Association www.maplefloor.org MFMA Metal Framing Manufacturers (312) 644 -6610 Association MHIA Material Handling Industry of America (800) 345 -1815 www.mhia.org (704) 676 -1190 MIA Marble Institute of America (614) 228 -6194 www.marble- institute.com ML /SFA Metal Lath /Steel Framing Association (See SSMA) MSS Manufacturers Standardization Society (703) 281 -6613 of The Valve and Fittings Industry, Inc. www.mss- hq.com NAAMM National Association of Architectural Metal Manufacturers www.naamm.org NAAMM North American Association of Mirror Manufacturers (See GANA) 24944.01 01420 - 9 (312) 332 -0405 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 NACE NACE International (National Association of Corrosion Engineers International) www.nace.org NAIMA North American Insulation Manufacturers Association (The) MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES www.naima.org NAMI National Accreditation and Management Institute, Inc. NAPM National Association of Photographic Manufacturers (See PIMA) NBGQA National Building Granite Quarries Association, Inc. www.nbgga.com NCMA National Concrete Masonry Association www.ncma.org NCPI National Clay Pipe Institute www.napi.org NCTA National Cable Television Association www.ncta.com NEBB National Environmental Balancing Bureau www.nebb.org NECA NeLMA Northeastern Lumber Manufacturers' Association www.nelma.org NEMA NETA NFPA NFRC NGA NHLA 24944.01 National Electrical Contractors Association www.necanet.org National Electrical Manufacturers Association www.nema.org InterNational Electrical Testing Association www.electricnet.com /neta National Fire Protection Association www.nfpa.org National Fenestration Rating Council www.nfrc.org National Glass Association www.glass.org National Hardwood Lumber Association www.natlhardwood.org 01420 - 10 (281) 228- -6200 (703) 684 -0084 (304) 258 -5100 (800) 557 -2848 (703) 713 -1900 (414) 248 -9094 (202) 775 -3669 (301) 977 -3698 (301) 657 -3110 (207) 829 -6901 (703) 841 -3200 (303) 697 -8441 (800) 344 -3555 (617) 770 -3000 (301) 589 -6372 (703) 442 -4890 (901) 377 -1818 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES NLGA National Lumber Grades Authority (604) 524 -2393 www.nlga.org NOFMA National Oak Flooring Manufacturers (901) 526 -5016 Association www.nofma.org NPA National Particleboard Association (See CPA) NRCA National Roofing Contractors (800) 323 -9545 Association www.nrca.net (847) 299 -9070 NRMCA National Ready Mixed Concrete (301) 587 -1400 Association www.nrmca.org NSA National Stone Association (800) 342 -1415 www.aggregates.org (202) 342 -1100 NSF NSF International (800) 673 -6275 (National Sanitation Foundation (734) 769 -8010 International) www.nsf.org NTMA PCI PDCA PDI PGI PIMA RCSC RFCI 24944.01 National Terrazzo & Mosaic Association (The) www.ntma.com NWWDA National Wood Window and Door Association (See WDMA) Precast /Prestressed Concrete Institute www.pci.org Painting and Decorating Contractors of America www.pdca.com Plumbing & Drainage Institute www.pdionline.org PVC Geomembrane Institute /Technology Program University of Illinois- Urbana Champaign / /pgi- tp.ce.uiuc.edu Photographic & Imaging Manufacturers (914) 698 -7603 Association (Formerly: NAPM - National Association of Photographic Manufacturers) www.pima.net Research Council on Structural Connections c/o AISC www.boltcouncil.org Resilient Floor Covering Institute (Contact by 01420 - 11 (800) 323 -9736 (703) 779 -1022 (312) 786 -0300 (800) 332 -7322 (7.03) 359 -0826 (800) 589 -8956 (508) 230 -3516 (217) 333 -3929 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 RIS Redwood Inspection Service Division of the California Redwood Association www.calredwood.org RMA Rubber Manufacturers Association www.rma.org SAE SAE International www.sae.org SDI Steel Deck Institute www.sdi.org MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES SDI Steel Door Institute www.steeldoor.org SEFA Scientific Equipment and Furniture Association www.sefalabfurn.com SGCC Safety Glazing Certification Council www.sgcc.org SIGMA Sealed Insulating Glass Manufacturers Association www.sigmaonline.org /sigma SJI Steel Joist Institute www.steeljoist.org SMA Screen Manufacturers Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org SPI The Society of the Plastics Industry, Inc. www.plasticsindustry.org SPIB Southern Pine Inspection Bureau (The) www.spib.org SPI /SPFD The Society of the Plastics Industry, Inc. Spray Polyurethane Foam Division (See SPI) SPRI SPRI (Single Ply Roofing Institute) www.spri.org SSINA Specialty Steel Industry of North America www.ssina.com SSMA 24944.01 Steel Stud Manufacturers Association (Formerly: ML /SFA - Metal Lath /Steel Framing Association) 01420 - 12 mail only) (888) 225 -7339 (415) 382 -0662 (800) 220 -7620 (202) 682 -4800 (724) 776 -4841 (724) 776 -4960 (publications) (847) 462 -1930 (440) 899 -0010 (843) 689 -6878 (315) 938 -7444 (312) 644 -6610 (843) 626 -1995 (561) 533 -0991 (703) 803 -2980 (202) 974 -5200 (850) 434 -2611 (781) 444 -0242 (800) 982 -0355 (202) 342 -8630 (312) 456 -5590 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 .rte.... www.ssma.com MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES SSPC SSPC: The Society for Protective Coatings www.sspc.org (800) 837 -8303 (412) 281 -2331 STI Steel Tank Institute (847) 438 -8265 www.steeltank.com SWI Steel Window Institute (216) 241 -7333 www.steelwindows.com SWRI Sealant, Waterproofing & Restoration (816) 472 -7974 Institute www.swrionline.org TCA . Tile Council of America, Inc. (864) 646 -8453 www.tileusa.com TPI Truss Plate Institute (608) 833 -5900 TPI Turfgrass Producers International (800) 405 -8873 www.turfgrasssod.org (847) 705 -9898 UFAC Upholstered Furniture Action Council (336) 885 -5065 www.ufac.org UL Underwriters Laboratories Inc. (800) 704 -4050 www.ul.com (847) 272 -8800 UNI Uni -Bell PVC Pipe Association (972) 243 -3902 / /members.aol.com /unibell USG United States Gypsum Company (800) 874 -4968 A Subsidiary of USG Corporation (312) 606 -4000 www.usg.com USITT United States Institute for Theatre (800) 938 -7488 Technology, Inc. www.culturenet.ca /usitt (315) 463 -6463 USP U.S. Pharmacopeia www.usp.org WASTEC Waste Equipment Technology Association www.wastec.org WCLIB West Coast Lumber Inspection Bureau www.wclib.org WCMA WDMA 24944.01 Window Covering Manufacturers Association (Formerly: AWCMA - American Window Covering Manufacturers Association) www.windowcoverings.org Window & Door Manufacturers Association (Formerly: NWWDA - National Wood Window and Door Association) www.wdma.com WIC Woodwork Institute of California 01420 - 13 (800) 822 -8772 (301) 881 -0666 (800) 424 -2869 (202) 244 -4700 (800) 283 -1486 (503) 639 -0651 (212) 661 -4261 (800) 223 -2301 (847) 299 -5200 (916) 372 -9943 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 BOCA BOCA International, Inc. www.bocai.org MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES www.wicnet.org WMMPA Wood Moulding & Millwork Producers (800) 550 -7889 Association www.wmmpa.com (530) 661 -9591 WWPA Western Wood Products Association (503) 224 -3930 www.wwpa.org F. Abbreviations and Acronyms for Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. CABO Council of American Building Officials (See ICC) IAPMO International Association of Plumbing and Mechanical Officials (The) www.iapmo.org (708) 799 -2300 (909) 595 -8449 ICBO International Conference of Building (800) 284 -4406 Officials www.icbo.org (562) 699 -0541 ICC International Code Council (703) 931 -4533 (Formerly: CABO - Council of American Building Officials) www.inticode.org SBCCI Southern Building Code Congress International, Inc. www.sbcci.org (205) 591 -1853 G. Abbreviations and Acronyms for Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. CE Army Corps of Engineers (601) 634 -2355 CRD Standards CFR Code of Federal Regulations (202) 512 -1800 www.access.gpo.gov /nara /cfr CPSC Consumer Product Safety Commission (800) 638 -2772 www.cpsc.gov (301) 504 -0990 DOC Department of Commerce (202) 482 -2000 www.doc.gov DOD Department of Defense (215) 697 -6257 DOD Specifications and Standards / /astimage.daps.dla.mil /online EPA Environmental Protection Agency 24944.01 01420 - 14 (202) 260 -2090 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 r. FAA FCC Federal Communications Commission www.fcc.gov FDA Food and Drug Administration www.fda.gov FED -STD Federal Standard (See FS) FS Federal Specification (Available from DOD, GSA, and NIBS) FTMS Federal Test Method Standard (See FS) GSA General Services Administration www.gsa.gov HUD LBL . Lawrence Berkeley Laboratory (See LBNL) LBNL Lawrence Berkeley National Laboratory www.lbl.gov MILSPEC Military Specification and Standards (See DOD) NCHRP National Cooperative Highway Research Program (See TRB) NIST OSHA RUS TRB USDA USPS 24944 .01 www.epa.gov MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES Federal Aviation Administration Department of Transportation www.faa.gov Department of Housing and Urban Development www.hud.gov National Institute of Standards and Technology www.nist.gov Occupational Safety & Health Administration (See CFR 29) www.osha.gov Rural Utilities Service (See USDA) Transportation Research Board www.nas.edu /trb Department of Agriculture www.usda.gov Postal Service www.usps.gov 01420 - 15 (202) 366 -4000 (202) 418 -0190 (888) 463 -6332 (202) 708 -5082 (202) 619 -8925 (Federal Specifications) (202) 401 -0388 (510) 486 -5605 (301) 975 -2000 (202) 219 -5000 (202) 720 -9540 (202) 334 -2933 (202) 720 -8732 (202) 268 -2000 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 H. Abbreviations and Acronyms for State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. CAPUC CBHF TFS PART 2 - PRODUCTS PART 3 - EXECUTION 24944.01 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01420 REFERENCES State of California, Public Utilities Commission www.cpuc.ca.gov State of California, Department of Consumer Affairs Bureau of Home Furnishings and Thermal Insulation www.dca.ca.gov /r_r /homefurn.htm Texas Forest Service Forest Products Laboratory / /txforestservice.tamu.edu (Not Used) (Not Used) END OF SECTION 01420 - 16 (415) 703 -2782 (916) 574 -2041 (409) 639 -8180 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 24944.13 SUMMARY 1.2 SUBMITTALS D. Inspection Reports: visit documenting notation of weather status of the Work, the Work. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01451 TESTING LABORATORY SERVICES Section Includes: Inspection and testing laboratory services for materials, products and construction methods as specified hereinafter for the Work. Related Sections: For performance requirements of various portions of the Work, see applicable Technical Specification sections. Costs: The costs of the initial services for testing and inspection personnel will be paid by the Owner. If initial tests indicate non compliance with Contract Document requirements, any subsequent testing shall be performed by the same personnel and paid for by the Contractor. Schedule portions of the Work requiring testing and inspection services so that the time of the agency on the Work is as continuous and brief as possible. D. Code Compliance Inspections & Tests: Inspections and tests not specified herein and required by codes and ordinances, or by plan approval authorities, and made by a legally constituted authority, shall be the responsibility of, and paid for by, the Contractor, unless otherwise specified. 1. (Examples: Elevator, plumbing, mechanical and electrical approval inspections.) A. Test & Inspection Reports: The independent testing and inspection agency or agencies will prepare logs, test reports, and certificates applicable to specific tests and inspections and deliver copies distributed as follows: 1. 1 copy to the Owner 2. 1 copy to NBBJ 3. 1 copy to the Structural Engineer 4. 1 copy to the General Contractor 5. 1 copy to the Building Department (or as required by the authority having Jurisdiction) B. Other tests, certificates, and similar documents shall be obtained by the Contractor and delivered to the Architect in such time as not to delay progress of the Work or final payment therefor. C. Laboratory Reports: Furnish reports of materials and construction as required; include: 1. Description of method of test. 2. Identification of sample and portion of the Work tested a. Description of location in the Work of the sample. b. Time and date when sample was obtained. c. Weather and climatic conditions at time when sample was obtained. 3. Evaluation of results of tests including recommendations for action. Furnish "Inspection at Site" reports for each site activities, observations, and inspections; include and climatic conditions, time and date, conditions and actions taken, and recommendations or evaluation of 01451 - 1 CONSTRUCTION DOCUMENTS 25 /APRII, /2003 rirk:ri�S 1 3 QUALITY ASSURANCE A. Qualifications: All inspection and testing required to establish compliance with Contract Document requirements, except as may be otherwise specified, shall be made by a prequalified, independent professional testing agency approved by the Owner. B. Approved Agencies: The following agencies have been approved for inspection and testing services: Otto Rosenau & Associates, Seattle Washington; Cascade Testing, Bellevue, Washington; Pacific Testing Laboratories, Seattle, Washington; Professional Service Industries, Inc., Seattle, Washington; Mayes Testing Engineers, Inc., Everett, WA. C. Certification: Product producers and associations which have instituted approved systems of quality control and which have been approved by the document approval agencies are not required to have further testing. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified by the agency, lumber and plywood grade marked by approved associations, and materials or equipment bearing Underwriters' Laboratory labels require no further testing and inspection. 1.4 CONTRACTOR'S RESPONSIBILITY A. General: Coordinate quality control activities to avoid delay and to make it unnecessary to uncover work for testing or inspection. B. Access: Furnish free access to the various parts of the Work and assist testing and inspection personnel in the performance of their duties at no additional cost to the Owner. C. Data: Furnish records, drawings, certificates, and similar data as may be required by the testing and inspection personnel to assure compliance with the Contract Documents. D. Notice: Furnish notice to testing and inspection agency not less than 24 hours prior to any time required for such services. E. Defective Work: Remove and replace any work found defective or not complying with Contract Document requirements at no additional costs to the Owner. Where testing personnel take cores or cut outs to verify compliance, repair prior to acceptance. 1.5 TESTING LABORATORY SERVICES A. General: Laboratory shall test or obtain certificates of tests of materials and methods of construction as described hereinafter or elsewhere in the technical specifications. B. Inspection Services: The inspection agency will have full authority to see that the work is performed in strict accordance with requirements of the Contract Documents and the directions of the Owner. PART 2 - NOT APPLICABLE PART 3 - NOT APPLICABLE 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01451 TESTING LABORATORY SERVICES END OF SECTION 01451 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 01570 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Section includes: Requirements for work and materials to minimize erosion from disturbed areas and construct facilities for treating storm water runoff during construction. B. Related sections: Section 02301 "Earthwork for Structures and Pavements" for construction entrance materials. 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Society for Testing and Materials (ASTM): 1. ASTM D 4397: (1991) Polyethylene Sheeting for Construction, Industrial and Agricultural Applications C. Environmental Protection Agency (EPA): 1. TM -180: (1987) Test Method for Turbidity D. City of Tukwila (COT): 1. Infrastructure Design and Construction Standards 1.3 SUBMITTALS A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Submit manufacturer's catalog cuts for erosion control filter fabric, catch basin inserts, and sedimentation barrier. PART 2 - PRODUCTS 2.1 EROSION CONTROL FILTER FABRIC. A. Mirafi 100X or approved equal. 2.2 POLYETHYLENE SHEETING A. ASTM D 4397, translucent, 6 mil thickness. 2.3 STRAW MULCH A. All straw mulch material shall be in an air dried condition free of noxious weeds and other materials detrimental to plant life. Straw shall be seasoned before bailing or loading. Straw mulch so provided shall be suitable for spreading with mulch blower equipment. 2.4 CATCH BASIN INSERTS A. Streamguard catch basin insert #3003, Advanced Environmental Solutions Stream Sentry•Dirttrap or approved equal. 76284.50 01570 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 2.5 SEDIMENTATION BARRIER A. Barrier shall be a straw-filled tube of flexible netting material (wattle) exhibiting the following properties. It shall be a machine - produced tube of compacted rice straw that is Certified Weed Free Forage, by a manufacturer whose principal business is wattle manufacturing. The netting shall consist of seamless, high - density polyethylene and ethyl vinyl acetate and contain ultraviolet inhibitors. Lightweight rolled erosion control straw or wood fiber blankets rolled up to create a wattle -type device shall not be allowed under this specification. PART 3 - EXECUTION 3.1 GENERAL MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 01570 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. During construction the runoff of storm water flows shall be controlled and treated to minimize water quality impacts. The methods of clearing, dewatering, excavation and stockpiling materials shall provide for preventive measure to control silting and erosion, and to intercept and settle any runoff of turbid waters. Any downstream damage due to the failure by the contractor to fulfill these requirements will become the contractor's liability. B. Temporary erosion and sedimentation control are the Contractor's responsibility throughout the duration of the contract. The means and methods shown on the drawings and included in the specifications represent only minimum contract requirements and are not intended to represent a complete and comprehensive plan. It is the responsibility of the Contractor to maintain all erosion and sedimentation control systems to meet all requirements of this contract and all requirements of permitting and regulatory agencies. 1. Any additions, improvements or changes to erosion control systems shall be designed in accordance with the City of Tukwila and all other relevant regulations and design standards, and shall be submitted for the Architect's approval. 3.2 INSTALLATION OF SILT FENCES A. Install according to details and at locations shown on the drawings. B. Install silt fences prior to commencement of any clearing and grubbing work. 3.3 INSTALLATION OF CONSTRUCTION FENCING A. Install as indicated and at locations shown on the drawings. 3.4 PROTECTION OF EXPOSED SURFACES A. Protect newly graded areas from traffic, erosion, and settlements that may occur after clearing, installation of silt fences, stockpiling, or excavation until hydroseeding and planting for permanent erosion control can be installed or until indicated on the contract schedule. Repair or reestablish damaged grades,.elevations, or slopes. All exposed earth surfaces with a slope of 2:1 or steeper shall be protected from inclement weather by hydroseeding or with polyethylene sheeting staked 76284.50 01570 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 01570 TEMPORARY EROSION AND SEDIMENTATION CONTROL to the ground as indicated. Individual polyethylene sheeting shall be overlapped a minimum of 1' -6" at the adjacent sheets. Exposed earth surfaces, with slopes flatter than 2:1 shall be protected from erosion with straw mulch spread over areas where concentrated surface water runoff is anticipated. No exposed, stripped soils shall remain unstabilized, unprotected, or uncovered for more than two days from October 1 to April 30, or more than 21 days from May 1 to September 30. 3.5 CONSTRUCTION ENTRANCE A. Location of new construction entrance is as indicated on the drawings. 3.6 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL SYSTEMS A. The Contractor shall maintain, repair and replace all erosion and sediment control devices such as flow - through straw bales, silt fences, and sedimentation pond such that the system is in good working condition for the duration of the contract. B. Silt Fences: Fences shall be inspected each day and repaired as necessary to conform to detail requirements, or upon notification of deficiency. Repairs shall be made within 24 hours of notification. Additional silt fences required by Contractor operations or scheduling of work shall be constructed by the Contractor at no additional cost. When sediment deposits reach a height of 6 inches on the fabric, the fence shall be cleaned or replaced with a new silt fence. C. Construction Entrance: Maintain in a condition that will prevent tracking of mud onto public rights -of -way. This will require periodic top dressing as conditions demand. END OF SECTION 01570 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01600 PRODUCT REQUIREMENTS A. Section Includes: Provide products, materials, equipment, and accessories as required by the Contract Documents for completion of the project. B. Related Sections: For requirements peculiar to a specific product, material, or piece of equipment, see applicable product specification Section. C. Regulatory Requirements - Material Safety: Comply with state and federal safety regulations (e.g. OSHA) regarding transportation, handling, storage, installation and disposal of materials which present hazards to personnel. 1. Contractor is responsible for obtaining material safety data (MSD), interpreting, and complying with applicable requirements. This documentation will not be reviewed by the Architect. 1.2 PROCUREMENT A. Scheduling: Contractor is responsible for timely and coordinated procurement of materials required for completion of the Work. Execute purchase orders and subcontracts in timely and proper sequence for installation in accordance with Progress Schedule. No extension of time or substitution of material will be allowed because of ill -timed procurement procedures, unless approved by Architect. 1.3 TRANSPORTATION & HANDLING A. Shipping: Provide undamaged products, materials, and equipment. Pack and brace all items while transporting to the site from the plant of manufacture to prevent damage. Protect all items from conditions which might have a detrimental effect. B. Delivery: Deliver proprietary materials in original containers or packages with manufacturer's name, brand label and /or identifying quality marks thereon. Do not remove from containers or destroy labels until ready for installation unless approved by Architect. 1.4 STORAGE & PROTECTION A. Storage: Provide weatherproof, secure storage for materials and equipment. Identify for required location and installation in the Work; do not mark in a manner which will remain visible after installation or which will affect performance or appearance. Organize and arrange storage for accessibility for inspection and for efficient and timely installation. B. Off -Site Storage: 1. If requested by the Contractor and approved in writing by the Owner, the Owner may make payment to the Contractor for products stored off -site prior to their installation. 2. Such payment will be approved by the Owner, only when Contractor has furnished evidence, satisfactory to the Owner, of compliance with conditions of Paragraph 9.3 of the General Conditions and, in addition, documentation outlining type and location of storage facilities and a method of inventory suitable to account for all such materials and products until installed in the Work. C. Owner - Furnished Materials: When materials or equipment furnished by the 24944.13 01600 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01600 PRODUCT REQUIREMENTS Owner for installation by the Contractor are to be delivered and stored prior to installation, the Contractor shall provide suitable, secure storage and protect from damage, theft or other loss until installation. 1.5 .MATERIALS & PRODUCT SPECIFICATIONS A. General: Materials, articles, devices and products for the project are specified in the Contract Documents by listing acceptable manufacturers and products, by requiring compliance with reference standards, or by performance specification. B. Material & Product Selection: It is the Contractor's responsibility to ascertain that all materials and products selected by him, or for him by his subcontractors and material suppliers, conform with requirements of the Contract Documents. Proposals shall be based only upon materials, products and equipment as specified or approved by written addendum issued by Architect prior to receipt of proposal. No substitution will be considered due to failure to comply with this requirement. C. Options for Product Selection: Materials and products to be used in the project shall be selected through exercise of one of the following options: 1. For Products Specified by Reference Standards and /or Performance Requirements: Select any product meeting or exceeding specified standards and /or performance requirements. 2. For Products Specified by Name: Select any product named in the Contract Documents or approved by addendum prior to receipt of proposals. To obtain approval of an item not specified, submit request for approval of proposed product in accordance with requirements specified herein. For specifications stating no substitution will be accepted, provide only the specified item; no others will be accepted. 1.6 APPROVAL OF ALTERNATIVE & SUBSTITUTE MATERIALS & PRODUCTS A. General: I.f a bidder or the Contractor desires approval of some material or product other than that specified, it may submit a written request for approval of the alternate or substitute item in accordance with the requirements of this Article. 1. All approvals are at the discretion of the Architect and his consultants. 2. No request for approval will be considered unless submitted in accordance with this Article. B. Requests for Approval: Every request for approval of alternative or substitute materials or products shall be accompanied by its reference in the Contract Documents and complete catalog, technical and other information and, if applicable, samples showing comparison of physical and other pertinent characteristics as required to establish equivalence or acceptability for the proposed application. 1. Where specific test results are required by the Contract Documents, the comparison data for the proposed item shall be based upon the same test methods as those specified, or they shall be correlated to clearly demonstrate comparability. C. During Bid Period: Submit written requests on the Substitution Request Form following this Section, for approval of alternative materials or products. 1. All requests must be received by the Architect not later than ten (10) days prior to scheduled time for receipt of bids in order to receive consideration. 2. Bidders will be informed by addendum of additional materials and 24944.13 01600 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 D. After Receipt of Bid or Proposal: Requests for approval of substitute materials or products will not be considered except under one or more of the following conditions. With their request, the Contractor shall indicate which condition it believes applies: 1. Unavailability: A substitution is required because the specified item is not available due to factors beyond the control of the Contractor. 2. Unsuitability: Subsequent information or changes disclose inability of the specified item to perform as intended. 3. Regulatory requirements: Final interpretation of Code, regulatory requirements, safety requirements, or insurance requirements necessitate a change due to inability of the specified item to conform. 4. Warranty: Manufacturer or fabricator cannot certify or warrant performance of specified item as required. 5. Owner's benefit: In the judgement of the Architect, acceptance of the proposed substitution is clearly in the Owner's best interest because of Bost, quality, or other consideration. In requesting a substitution under this clause, the Contractor shall furnish substantiation of any such reason. E. Redesign and Coordination: In making request for approval of alternative or substitute materials, the Bidder /Contractor agrees to the following. 1. Bidder /Contractor will coordinate all trades including changes thereto as may be required. 2. Bidder /Contractor waives all claims for additional costs which subsequently become apparent as a consequence of the substitution. 3. Bidder /Contractor will bear all costs related thereto, including costs of Architect's services for redesign if deemed necessary. PART 2 - PRODUCTS - NOT APPLICABLE PART 3 - EXECUTION - NOT APPLICABLE 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01600 PRODUCT REQUIREMENTS products approved for use. 3. No other form of approval will be given during the bid period and bidders shall not rely upon any approval,not incorporated into the documents in this manner. END OF SECTION 01600 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 TO: NBBJ Attn: Jeanne Ianucci 111 So. Jackson Seattle, WA 98104 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01630 SUBSTITUTION REQUEST FORM PROJECT NAME: MUSEUM OF FLIGHT LOBBY ADDITION SUPPLIER /SUBCONTRACTOR: We hereby submit for consideration, the following product instead of specified item for above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed substitution: Attach complete dimensional information and technical data, including laboratory tests, if applicable. Include complete information on changes to Drawings and /or Specifications which proposed substitution will require for its proper installation. Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. Differences in quality of materials and construction shall be indicated. Fill in Blanks Below: A. Does the substitution affect dimensions shown on Drawings: Yes No If yes, clearly indicate changes. B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution: C. What effect does the substitution have on other trades: D. What effect does substitution have on applicable code requirements? E. Differences between proposed substitution and specified item. Include "Owner's Benefit" (cost, quality, or other) description , if applicable: 24944.13 01630 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1. Unavailability: 2. Unsuitability: 3. Regulatory requirements: 4. Warranty: CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE Submitted By: Signature Title Firm Address Telephone Date 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01630 SUBSTITUTION REQUEST FORM F. Manufacturer's guarantees of the proposed and specified items are: Same Different (explain) SUBSTITUTIONS PROPOSED AFTER RECEIPT OF BID OR PROPOSAL - REASON FOR SUBSTITUTION REASON EXPLANATION 5. Owner's benefit: Cost Quality Other. Furnish substantiation. Signature must be by person having authority to legally bind his firm to the above terms. Failure to provide legally binding signature will result in retraction of approval. END OF SECTION 01630 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. General: This Section specifies administrative and procedural requirements for field- engineering services including, but not limited to, the following: 1. Land survey work. 2. Civil- engineering services. 3. Damage surveys. 4. Geotechnical monitoring. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. 01310 - Project Management and Coordination. a. Procedures for coordinating field engineering with other construction activities. 2. 01330 - Submittal Procedures. a. Procedures for submitting Project record surveys. 3. 01770 - Closeout Procedures, a. Procedures for submitting final property survey with Project Record Documents and recording of Owner- accepted deviations from indicated lines and levels. 1.2 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01722 FIELD ENGINEERING A. Certificates: Submit a certificate signed by the land surveyor or professional engineer certifying the location and elevation of improvements. B. Final Property Survey: Submit 10 copies of the final property survey. C. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of "Submittal Procedures" and "Closeout Procedures" Sections. 1.3 QUALITY ASSURANCE A. Surveyor Qualifications: Engage a land surveyor registered in the state where the Project is located, to perform required land- surveying services. 1.4 VERTICAL AND HORIZONTAL CONTROL A. General: The Contractor shall employ at his own expense .a Registered Engineer or Registered Land Surveyor (Contractor's Engineer). Working from .lines and levels established by the property survey, Contractor's Engineer shall establish and maintain bench marks and other dependable markers. 1. Establish bench marks and markers to set lines and levels for work at each story of construction and elsewhere as needed to properly locate each element of the Project. 2. Calculate and measure required dimensions as shown within recognized tolerances. Do not scale drawings to determine dimensions. 3. Advise entities performing Work of marked lines and levels provided for their use. 24944.13 01722 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01722 FIELD ENGINEERING B. Monuments: Monuments shall be installed by the engineer and shall be permanent, protected and maintained in place by the Contractor for the duration of the contract. The information contained on the drawings shall be verified before proceeding with layout of actual work. C. Verification: Before proceeding with the layout of actual Work, verify the layout information shown on drawings, in relation to the property survey and existing bench marks. As Work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Architect's or Engineer's reference. 1. Record deviations from required lines and levels, and advise the Architect or Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. 2. If discrepancies are found, no work shall be done until the Architect has been so notified and has provided the Contractor with written instructions and /or drawings which correct and clarify the discrepancy. 3. Once the work has begun, any additional work caused by discrepancies which were not called to the attention of the Architect, shall be done at the Contractor's expense. D. Permanent Monuments: All stakes and reference points set by the Engineer shall be set in accordance with the Contract Documents. At the completion of the work, the Contractor shall require the Engineer to set permanent monuments at all property line intersections. E. All work which is not correctly located, either in horizontal or vertical dimension will be rejected. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 EXAMINATION A. Identification: The Owner will identify existing control points and property line corner stakes. B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks, before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points. C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. D. Existing Utilities and Equipment: 1. The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. 24944.13 01722 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.2 PERFORMANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01722 FIELD ENGINEERING 2. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction. 3. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water - service piping. A. Work from lines and levels established by the property survey. Establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 1. Advise entities engaged in construction activities of marked lines and levels provided for their use. 2. As construction proceeds, check every major element for line, level, and plumb. B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. 1. Record deviations from required lines and levels, and advise the Architect when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical work. E. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction. F. Final Property Survey: Prepare a final property survey showing significant features (real property) for the Project. Include on the survey a certification, signed by the surveyor, that principal metes, bounds, lines, and levels of the Project are accurately positioned as shown on the survey. 1. Recording: At Substantial Completion, have the final property survey recorded by or with local governing authorities as the official "property survey." 24944.13 END OF SECTION 01722 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for cutting and patching. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. a. Requirements of this Section apply to mechanical and electrical installations. Refer to Division 15 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. 1.2 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01733 CUTTING AND PATCHING A. General. 1. The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly. 2. Execute cutting, fitting and patching required to uncover work, to provide for installation of ill -timed work, remove and replace defective work, remove and replace work not conforming with requirements of the Contract Documents, remove samples of installed work as specified for testing, and to install specified work. B. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load - carrying capacity or load - deflection ratio. C. Operational Limitations. 1. Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. 2. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. D. Visual Requirements. 1. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities. 2. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. 3. Remove and replace construction cut and patched in a visually unsatisfactory manner. E. Performance. 1. Provide shoring, bracing and support as required to maintain structural integrity; provide protection for other portions of the Work and from the weather. 2. Execute fitting and adjustment of products to furnish finished installation; execute by methods which will prevent damage to other work and will furnish proper surfaces to receive installation of repairs and new work. 24944.13 01 733 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 2 - PRODUCTS 2.1 MATERIALS PART 3 - EXECUTION 3.1 INSPECTION 3.2 PREPARATION 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01733 CUTTING AND PATCHING 3. Restore work which has been cut or removed and install new products to furnish completed Work in accordance with the Contract Documents. Refinish assemblies completely; refinish continuous surfaces to nearest intersections. F. Request for Consent to Cutting. 1. Prior to performing any cutting which affects structural integrity of the Work, submit written notice requesting consent to proceed with the cutting, including identification of the Work; description of affected work; necessity for cutting; effect on other work and on structural integrity; scope of cutting and patching, trades to execute the work, products proposed to be used, and extent of refinishing; alternatives to cutting and patching. 2. Prior to cutting and patching done on the instruction of the Architect, submit cost estimate. 3. Should conditions of work, or schedule, indicate change of materials or methods, submit written recommendation to Architect. A. General. 1. Use materials identical to existing materials. 2. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. 3. Use materials whose installed performance will equal or surpass that of existing materials. A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. 1. Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 01733 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.3 PERFORMANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01733 CUTTING AND PATCHING A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original Installer; comply with the original Installer's recommendations. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond -core drill. 4. Comply with requirements of applicable Division 2 Sections where cutting and patching requires excavating and backfilling. 5. Where services are required to be removed, relocated, or abandoned, by -pass utility services, such as pipe or conduit, before cutting. Cut -off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by- passing and cutting. 6. By -pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut -off conduit and pipe in walls or partitions to be removed. After by -pass and cutting, cap, valve or plug and seal tight remaining portion of pipes and conduits to prevent entrance of moisture or other foreign matter. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore to full thickness any sprayed fireproofing disturbed or removed in the cutting or other installation of work. 3. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat. 4. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 5. Where removing walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. 6. Patch, repair, or rehang existing ceilings as necessary to provide an even - plane surface of uniform appearance. 24944.13 01733 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.4 CLEANING A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01733 CUTTING AND PATCHING END OF SECTION 01733 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Project Record Documents: a. Field Posted Contract Documents and Shop Drawings. b. Project Record Drawings. c. Record Project Manual. d. Record Product Data. 2. Maintenance materials. 3. Final cleaning. 4. Substantial Completion requirements. 5. Final acceptance requirements. 6. Release of Retainage. B. Related Sections: 1. 01784 - Operation and Maintenance Data. 2. 01787 - Product Warranties. 1.2 DEFINITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES A. Contract Closeout: Time of closeout is directly related to "Substantial Completion "; therefore, the time of closeout may be either a single time period for the entire Work or a series of time periods for individual elements of the Work that have been certified as substantially complete at different dates. 1.3 PROJECT RECORD DOCUMENTS A. Contractor's Field Posted Contract Documents and Shop Drawings: Maintain a clean, undamaged set of blue or black line prints of Contract Drawings and Shop Drawings for Project Record Document purposes. Protect from deterioration and keep in a secure location 1. Organize drawing sheets in manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. 2. Record information concurrent with construction progress; at a minimum, documents must be up -dated weekly. 3. Monthly progress payments to the Contractor will not be processed, if as -built information for the involved work to date has not been properly recorded on the field record prints. 4. Do not permanently conceal any work until required information has been recorded. 5. Provide access to documents for the Architect's and Owner's reference at all times during normal working hours. 6. These drawings will be reviewed each month by the Architect and his consultants in conjunction with the draft pay application review process. 7. Make such revisions or corrections as may be requested for the drawings to be a true, complete and accurate record of the Work. B. Project Record Drawings: Mark record drawings to show the actual installation where the installation varies substantially from the Work as originally shown. Mark the record drawing which is most capable of showing conditions fully and accurately. Give particular attention to information on concealed elements that would be difficult to measure and record at a later date. Submit project record drawings at Substantial Completion. 24944.13 CONSTRUCTION DOCUMENTS 01770 - 1 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES 1. Changes and information shall be clearly drawn and described and shown technically correct. 2. Mark record sets with red ink; use other colors to distinguish between variations in separate categories of the Work. 3. Mark new information that is important to the Owner, but which was not shown on Contract Drawings or Shop Drawings. 4. Post addenda items. 5. Post and reference related Contract Change Proposals, Construction Directives and Request for Information (RFI). 6. Keep accurate measurements of foundation depths and horizontal and vertical locations of underground services and utilities, referenced to the building or other permanent construction. 7. As utilities are accurately installed, note changes of directions and locations, by dimensions and elevations. Show mechanical dampers, valves., reheat boxes, cleanouts and other items that require maintenance. 8. Show location of construction- concealed utilities and appurtenances referenced to visible and accessible features of the structure. 9. Record accurate locations of piping, valves, traps, dampers, duct work, equipment, etc. 10. Indicate field changes of dimensions and details. 11. For conditions not constructed, cross -out and appropriately annotate "Not Constructed ". 12. Indicate revisions to drawings with a "cloud" drawn around the revision and note date the revision(s) was made. 13. Submit signed off permits including, plumbing, electrical and building. C. Record Project Manual: 1. General: Maintain one (1) complete copy of the Project Manual, including addenda, and one (1) copy of other written construction documents, such as Contract Change Proposals, Construction Directives and RFI's. Legibly mark and record at each Product section description of actual Products installed, including the following: a. Manufacturer's name and product model and number. b. Product substitutions or alternates utilized. c. Changes made by addenda and /or modifications. D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Refer to the respective Specification sections for requirement of miscellaneous record - keeping submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for use and reference. 4. Note related Change Orders, Record Drawings, and Record Project Manual, where applicable. E. Submittal Procedure: 1. Submit the Contractor's Field Posted Contract Documents and Shop Drawings to the Architect for review. 24944.13 01770 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES 2. Submit Project Record Drawings. a. Prior to time of Substantial Completion, Contractor shall transfer all recorded changes and information indicated on the Field Posted Contract Documents to permanent reproducible Project Record Drawings. Where changes and information are indicated on shop drawings, Contractor shall provide reproducibles of such drawings as supplements to the Project Record. Drawings. Contractor shall identify, date and sign each drawing; include the printed designation "Project Record Drawings " in a prominent location on each Drawing. b. All costs associated with Project Record Drawings, including reproducibles of shop drawings shall be borne by the Contractor. c. Shop drawing reproducibles or other drawings developed by the Contractor shall be the same size as the Contract Drawings. d. Architect will furnish the original Contract Drawings for reproduction. 3. Submit Record Project Manual. 4. Submit Record Product Data. 1.4 MAINTENANCE MATERIAL A. Provide maintenance material (additional spare parts, extra stock of materials, etc.) where required by individual specification sections. 1. Store where directed. 2. Submit a list of the materials with the standard shop drawing transmittal form to the Architect. Include a signed receipt from the Owner's or Architect's representative that the material has been received. 1.5 FINAL CLEANING A. Cleaning: Employ experienced workers for final cleaning. Clean each surface or unit of work to the condition expected in a normal, commercial building cleaning and maintenance program. Complete cleaning operations prior to time of Substantial Completion. The following are examples, but not by way of limitation, of cleaning levels required: 1. Remove labels which are not required as permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows inside and out. Remove glazing compound and other substances that obscure vision. 3. Clean exposed exterior and interior hard - surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. 4. Wipe surfaces of mechanical and electrical equipment, including elevator equipment and similar equipment. Remove excess lubrication and other substances. 5. Remove debris from roofs, gutters, downspouts and drainage systems. 6. Vacuum carpeted surfaces and similar surfaces. 7. Clean plumbing fixtures to a sanitary condition, free of stains. 8. Clean light fixtures and lamps. 9. Clean ducts, blowers and replace filters of operating equipment. 10. Dust and clean all counters, shelves and cabinets, inside and out. 11. Clean the Project site, including landscaped areas, of rubbish, litter and other foreign substances. Sweep paved areas to a broom clean condition; remove stains, spills and other foreign deposits. 24944.13 01770 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES B. Removal of Protection: Remove temporary protection devices and facilities which were installed during the course of the work. C. Project Sign: Remove project sign from site when directed by Architect. 1.6 SUBSTANTIAL COMPLETION REQUIREMENTS A. General: Before requesting Architect's observation for certification of •Substantial Completion (either for the entire Work or portions thereof), complete the following. Items for which "preliminary" copies are required for review, must be submitted sufficiently early as to allow attaining acceptable versions prior to request for "Final Acceptance ". 1. Submit written notice that Project is substantially complete, accompanied by a list of any items not yet in conformance with Contract .Documents which still require attention. Contractor must state that he has reviewed the Work and completed his own "punch list" of correction items. 2. Provide a copy of Contractor's "punch list" identifying those correction items which have been resolved; annotate each item with Contractor's superintendent's initials. 3. Submit copies of the following: a. Project Record Documents. b. "Preliminary" copies of the Mechanical and Electrical "Operation and Maintenance Manuals ". Refer to Section 01784. c. A "preliminary" copy of the "Materials, Equipment and Finishes Manual ". Refer to Section 01784. :d. A "preliminary" copy of the "Warranties Manual ". Refer to Section 01787. 4. Obtain and submit releases enabling the Owner full, unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates and similar releases. 5. Complete operation testing of systems, and general operating and maintenance instructions for Owner's maintenance personnel. Refer to Section 01784. 6. Advise Owner of pending insurance change -over requirements. 7. Complete final clean up requirements. Touch -up, repair and restore marred exposed finishes. B. Request for Inspection: Upon receipt of Contractor's request, Architect will make an initial pre- inspection review of the Project and will either proceed with the inspection or will advise Contractor of prerequisites not fulfilled. Architect will perform his initial inspection only if the spaces are, in the Architect's opinion, complete to the extent intended in the Contract Documents. C. Inspection Procedure: Following Architect's initial visit, and upon his determination that the Work appears ready, he will prepare a "punch list" of items and attach it to a Certificate of Substantial Completion. AIA Document G704 "Certificate of Substantial Completion" will be used. 1. If the intended areas are not substantially complete, the Architect will issue a "punch list" for correction items without the Certificate of Substantial Completion. 2. Should the Certificate of Substantial Completion not be issued, Contractor must correct all items identified on Architect's "punch list ", annotate each item with Contractor's superintendent's initials and return "punch list" to the Architect with written request for re- evaluation. Architect will subsequently 24944.13 01770 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.7 FINAL ACCEPTANCE REQUIREMENTS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES re- evaluate, and when the Work is substantially complete, issue the Certificate of Substantial Completion, attaching a "back -punch list" annotating items yet unresolved. 3. Any "punch list" items outstanding after Substantial Completion will be resolved following the same process as .stated in above paragraph until completion of all "punch list" issues is attained. 4. Failure of Architect to include any items on "punch list" does not alter responsibility of Contractor to complete Work in accordance with Contract Documents. 5. Architect will send the "Certificate of Substantial Completion" to Contractor for signature. Contractor will sign and forward it to Owner for signature. D. Architect's "Punch -Out" Inspections: Architect's responsibility to the Owner relative to the close -out phase of the Project is limited to performance of an "initial punch out" and one (1) "back- punch" effort. Any additional "punch -out" effort(s) required to ensure full compliance with the Contract Documents will be performed as an additional service to the Owner at Architect's standard hourly billing rate; cost for this additional effort will be deducted from Contractor's final payment. A. "Prior to Final Payment ": Before requesting Architect's certification of final acceptance and final payment, complete the following. List known exceptions, if any, in the request. 1. Submit copy of Architect's final "punch list" of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by the Architect that all items are satisfactorily resolved. 2. Submit "final copies" of the following: a. Mechanical Operation and Maintenance Manuals. b. Electrical Operation and Maintenance Manuals. c. Materials, Equipment and Finishes Manuals. d. Warranties bound into the "Materials, Equipment and Finishes Manual ", all under one section or distributed in the respective technical sections, depending on Owner's preference. e. Warranties Manuals. 3. Deliver tools, spare parts, extra stock of materials and similar physical items to the Owner; store where directed. Obtain receipt from Owner that materials have been received; forward copy to Architect. 4. Make the final change -over of locks, deliver keys to Owner, and advise Owner's maintenance personnel of change -over in security provisions. Provide Architect with written notice that this provision has been completed. 5. Discontinue or change over and remove temporary facilities and services from the project site, along with construction tools and facilities. 6. Submit final meter readings for utilities, and similar data either as of the date of Substantial Completion, or when the Owner took possession of, and responsibility for, corresponding elements of the Work. B. Request for "Final Payment ": At time of Contractor's request for final acceptance and final payment, complete the following: 1. Once all previous requirements have been met to the satisfaction of the Owner and Architect, submit the "final" certificate of 24944.13 01770 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01770 CLOSEOUT PROCEDURES payment on fully executed AIA Document G702, "Application and Certificate for Payment ", reflecting final cost extensions for base Contract and Change Order Work. In support, provide fully executed copy(s) of AIA Document G703, Continuation Sheets, reflecting final cost extensions for all Work line items and change orders. If not previously provided, attach thereto the following: a. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims ". b. AIA Document G706A, "Contractor's Affidavit of Release of Liens ". Attach to this document all "Release of Liens" from all subcontractors and materials and equipment suppliers as required by the Owner. c. AIA Document G707, "Consent of Surety to Final Payment" (for Projects which are bonded). 2. Include certificates of insurance for products and completed operations where required. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit an affidavit of amounts paid minority business enterprises and women's business enterprises. Form shall be notarized and submitted in triplicate. 1.8 RELEASE OF RETAINAGE A. Lacking agreement to the contrary, retainage withheld during the course of construction will be held in full until the Owner authorizes the final "Certificate of Payment ". At that time, the Contractor must submit fully executed copies of the following: 1. AIA Document G706A, "Contractor's Affidavit of Release of Liens ", enclosing separate Releases or Waivers of Liens from all subcontractors and materials and equipment suppliers to the extent required by the Owner. 2. AIA Document G707, "Consent of Surety to Final Payment ". B. In the event that the Owner and Contractor agree to some form of "early" reduction in or partial release of retainage, the Contractor will submit prior to or with the payment certificate requesting same, fully executed copies of the following: 1. Separate Release of Liens from any subcontractor or materials and equipment suppliers to whom the retainage will be released. 2. "Consent of Surety to Reduction in or Partial Release of Retainage", AIA Document G707A. 24944.13 END OF SECTION 01770 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01784 OPERATION AND MAINTENANCE DATA A. Section Includes: 1. Operating and Maintenance Manuals. 2. Materials, Equipment and Finishes Manuals. 3. Operation Tests. 4. General Operation and Maintenance Instructions. B. Related Sections: 1. 01330 - Submittal Procedures. a. Submittals required for administration of the Contract. 2. 01770 - Closeout Procedures. 3. 01787 - Product Warranties. a. Warranty requirements, including preparation and submittal. 4. Individual Specification Sections: Specific requirements for operation and maintenance data. 1.2 OPERATING AND MAINTENANCE MANUALS A. General: Provide two (2) preliminary review copies and two (2) final copies each of a "Mechanical Operation & Maintenance Manual" and "Electrical Operation & Maintenance Manual ". 1. In preparation of Operation and Maintenance Manuals, use personnel thoroughly trained and experienced in operation and maintenance of the equipment or system involved. a. Where written instructions are required, use personnel skilled in technical writing to the extent necessary for communication of essential data. b. Where drawings or diagrams are required, use draftsmen capable of preparing drawings clearly in an understandable format. 2. Submit the preliminary manuals to the. Architect a minimum of two (2) weeks prior to Substantial Completion. The preliminary copies must comply with all of requirements, except the hardboard covers (although the intended layout for same must be provided). 3. Obtain approval of preliminary copies prior to producing final copies. 4. Deliver final manuals to the Architect prior to final acceptance and final payment. Architect will deliver manuals to the Owner. B. Format of Manual: Provide manuals bound with 3 inch capacity, three D side ring binders with cloth covered hardboard covers, sized for 8 -1/2 by 11 inch sheets. Imprint covers with title "Mechanical (or Electrical) Operation & Maintenance Manual" and identify name of Project, Owner, Architect, Engineer, Contractor and year of completion. Imprint back edge with "Mechanical (or Electrical) O&M Manual ", name of the Project, Owner and year of completion. Indicate the volume number for multiple volume sets of manuals. Submit a layout to Architect for approval prior to printing. 1. Organize data sequentially by Specification Section number. Where two or more binders are necessary to accommodate data, cross reference other binders where necessary to provide essential information for proper operation or maintenance of the piece of equipment or system. 2. Provide each copy with a typewritten index and tabbed dividers between each separate Section. Mark each tab to indicate contents. On each divider, provide a typed description of the product and major parts of equipment included in the Section. 3. Where manufacturer's standard printed data is included in the 24944.13 01784 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01784 OPERATION AND MAINTENANCE DATA manuals, include only sheets that are pertinent to the part or product installed. Mark each sheet to identify each part or product included in the installation. 4. Where more than one item in a tabular format is included, identify each item using appropriate references from the Contract Documents. Identify data that is applicable to the installation and delete references to information that is not applicable. 5. Where drawings or diagrams are required as part of the manual, provide reinforced punched binder tabs on the drawings and bind with the text. Where oversize drawings are necessary, fold the drawings to the same size as the text and use as a fold -out. C. Contents of Manual: Manuals shall contain all information needed to operate and maintain all mechanical and electrical systems and equipment provided in the Project. Refer to respective technical sections in Divisions 11, 14, 15, and 16 for required information which must be included in each manual. The information provided shall include, but not be limited to, the following: 1. General system or equipment description. 2. Design factors and assumptions. 3. Copies of applicable shop drawings and product data. 4. System or equipment identification, including manufacturer, make or model number, size, etc. 5. Supplier's name, address, phone and reference order numbers. 6. Equipment nameplate data of major items. 7. Description of system configuration and operation, including component identification and interrelations. A master control schematic drawings will normally be required for this purpose. 8. Dimensional and performance data for specific unit provided. 9. Manufacturer's recommended operating instructions as appropriate. 10. Emergency instructions. 11. Wiring diagrams. 12. Inspection and test procedures. 13. Manufacturer's recommended lubrication and servicing data. 14. Complete parts list including re- ordering information, recommended spares and anticipated useful life (if appropriate). 15. Documentation stating that general operating and maintenance instructional sessions were conducted; include a general description of topics discussed, instructions given and names of those present. 16. Warranties (bind warranties in separate manuals; refer to Section 01787 for requirements). 17. Copies of warranties (refer to Section 01787 for requirements), 1.3 MATERIALS, EQUIPMENT AND FINISHES MANUAL A. General: Provide one (1) preliminary review copy and two (2) final copies each of a "Materials, Equipment and Finishes Manual" listing all finish materials, equipment (not provided under Divisions 15 and 16), and finishes installed in the Work. 1. Submit the preliminary manuals to the Architect a minimum of two (2) weeks prior to Substantial Completion. The preliminary copies must comply with all of the requirements, except the hardboard covers. 2. Obtain approval of preliminary copies prior to producing final copies. 3. Deliver final manuals to the Architect prior to final acceptance and final payment. Architect will deliver manuals to the Owner. B Format of Manual: Provide manuals bound in the same manner as specified for the Mechanical and Electrical Operation and Maintenance Manuals, except imprint covers with title "Materials, Equipment and Finishes Manual ". Organize data sequentially by Specification Section number on 24944.13 01784 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 type written 8 -1/2 by 11 inch pages. Provide each copy with a typewritten index and tabbed dividers between each separate Section. Mark each tab to indicate contents. C. Contents of Manual: Manuals shall contain 'all information needed to identify, maintain, and replace /duplicate any finish materials, equipment, and finishes installed in the Work for this Project. Where materials and product information has been described and likewise indicated in the "Operation and Maintenance Manuals ", cross referencing to where they can be found may be done in lieu of duplication of the information. The information provided shall include, but not be limited to, the following: 1. Manufacturer's names and model numbers or product name; supplier's and subcontractor's name, address and phone and fax numbers; and all other pertinent information that might be required for replacement ordering or duplication at a later date. 2. For custom fabricated products which do not have model numbers or names, reference Project shop drawing submittal number and indicate "Fabricated per shop drawing submittal Number 3. Proportions of mixes. 4. Color formula list for each paint color used. 5. For power operated equipment, include complete and legible wiring diagrams together with cuts of repair parts and part numbers listed and instructions relative to care, adjustment and operation of the equipment. 6. For moisture protection and weather exposed products, include complete manufacturer's data with instructions on inspection, maintenance and repair. 7. Where applicable, provide information on care and maintenance, including manufacturer's recommendations for types of cleaning agents to be used and methods of cleaning. Provide information regarding cleaning agents and methods that could prove detrimental to the product. 8. Warranties (bind warranties in separate manuals; refer to Section 01787 for requirements). 9. Copies of warranties (refer to Section 01787 for requirements). 1.4 OPERATION TESTS A. Lubrication: Lubricate all operating equipment in strict accordance with manufacturer's instructions; provide all oil, grease, and other materials and methods required for preparation of equipment for satisfactory operation. B. Tests: Conduct an operational test to demonstrate that all building systems have been completed and will perform in compliance with Contract requirements. Perform test under simulated operating conditions for one (1) consecutive twenty -four (24) hour period; test may be witnessed by the Architect, Owner, or their representatives. 1. Provide written notice to the Owner and Architect at least five (5) working days prior to starting the test. 2. Provide a written record of test results and include these records in the "Operation and Maintenance Manuals ". 3. Conduct tests as many times as necessary until all system defects are fixed and the systems are fully balanced and operational. C. Test acoustical performance to confirm conformance with acoustical requirements described in mechanical sections of the specifications. Use recording type instruments where practical. Place the record of test results in the "Operation and Maintenance Manuals ". 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01784 OPERATION AND MAINTENANCE DATA 01784 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01784 OPERATION AND MAINTENANCE DATA D. Delayed Heating and Cooling Tests: If the work is completed during the heating season, perform final tests of cooling equipment the following summer; if completed during winter, perform tests of heating system the following winter. 1.5 GENERAL OPERATING AND MAINTENANCE INSTRUCTIONS A. General: Following initial operation of mechanical and electrical equipment and prior to acceptance of the Work, Contractor shall conduct demonstrations of equipment operations and instruction periods for all systems as described in Divisions 15 and 16. During this instructional period, keep on the Project a competent person or persons familiar with the items installed whose assignment will be to instruct the Owner's maintenance personnel in phases of operation and maintenance for all systems. 1. The time of the instructional periods shall be as mutually agreed. Make all arrangements and notices for operation and instruction periods through the Owner with information thereof sent to the Architect. 2. This instruction period shall not be conducted prior to completion of all piping and equipment labeling required by the Contract. 3. Conduct any instructions from manufacturer's representatives required under other sections of the specifications during this period. B. Use operation and maintenance manuals as basis for instruction. Review contents of manuals, record documentation, tools, spare parts and materials, lubricants, fuels, identification system, control sequences, hazards, and cleaning. For operational equipment, demonstrate start -up, shut -down, emergency operations, noise and vibration adjustment, safety, economy /efficiency adjustments and similar operations. C. Review maintenance and operations in relation with applicable warranties, agreements to maintain bonds and similar continuing commitments. D. Submit written notification of execution of any required instruction sessions to the Architect during the close -out period. 24944.13 END OF SECTION 01784 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01787 PRODUCT WARRANTIES A. Section Includes: Warranties and required service and maintenance contracts, including preparation and submittal. B. Related Sections: 1. 01330 - Submittals. a. Submittals required for administration of the Contract. 2. 01770 - Closeout Procedures. 3. 01784 - Operation and Maintenance Data. 4. Individual Specification Sections: Warranties and maintenance contracts required for specific Products or Work. 1.2 DESCRIPTION OF WARRANTIES A. Categories of Specific Warranties: Warranties on the Work are in several categories, including those of General Conditions and including (but not necessarily limited to) the following specific categories related to individual units of Work specified in Sections of Divisions 2 through 16 of these specifications. 1. Special Project Warranty (Guaranty): A warranty specifically written and signed by Contractor for a defined portion of the Work and, where required, countersigned by subcontractor, installer, manufacturer or other entity engaged by Contractor. 2. Specified Product Warranty: A warranty which is required by Contract Documents, to be provided for a manufactured product incorporated into the Work, regardless of whether manufacturer has published warranty. 3. Coincidental Product Warranty: A warranty which is not specifically required by Contract Documents, but which is available on a product incorporated into the Work by virtue of the fact that manufacturer of product has published warranty in connection with purchases and uses of product without regard for specific applications, except as otherwise limited by terms of warranty. B. Refer to individual Sections of Divisions 2 through 16 for determination of units of work which are required to be specifically or individually warranted, and for the specific requirements and terms of those warranties (or guaranties). C. General Limitations: It is recognized that specific warranties are intended primarily to protect Owner against failure of the work to perform as required, and against deficient, defective and faulty materials and workmanship, regardless of sources. Except as otherwise indicated, specific warranties do not cover failures in the work which result from the following: 1. Unusual and abnormal phenomena of the elements. 2. The Owner's misuse, maltreatment or improper maintenance. 3. Vandalism after time of Substantial Completion. 4. Insurrection or acts of aggression, including war. D. Related Damages and Losses: In connection with Contractor's correction of warranted work which has failed, remove and replace other work of Project which has been damaged as a result of such failure, or must be removed and replaced to provide access for correction of warranted Work. E. Reinstatement of Warranty Period: Except as otherwise specified, when Work covered by a special Project warranty or product warranty has failed and has been corrected by replacement or restoration, reinstate 24944.13 01787 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01787 PRODUCT WARRANTIES warranty by written endorsement for a period of time equal to the original warranty period, extending from and after the date of replacement or restoration. F. Replacement Costs, Obligations: Except as otherwise specified, costs for replacing or restoring failing warranted units or products is Contractor's obligation, without regard for whether Owner has already benefited from use through a portion of anticipated useful service lives. G. Rejection of Warranties: Owner reserves the right, at time of Substantial Completion or thereafter, to reject coincidental product warranties submitted by Contractor, which in opinion of Owner tend to detract from or confuse interpretation of requirements of Contract Documents. H. Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or sub - subcontract for materials or units of Work for Project where a special Project warranty, specified product warranty, certification or similar commitment is required, until it has been determined that parties required to countersign such commitments are willing to do so. 1.3 SUBMITTING WARRANTIES & MAINTENANCE CONTRACTS A. Specific Warranty Forms: Where a special warranty is required, prepare a written document to contain terms and appropriate identification, ready for execution by required parties. When specified in separate technical sections, submit draft of the warranty with all required inclusions at the same time as product data or shop drawings are submitted. B. Commencement Date for Warranties and Maintenance Contracts: Unless otherwise specified in technical sections or modified in the Certificate of Substantial Completion, all special and product warranties and maintenance contracts shall start on date of Substantial Completion for the Work and be for a period of time as specified. 1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties or maintenance contracts to the Architect prior to issuance of Certificate of Substantial Completion for that designated portion of the Work. 2. Warranties and maintenance contracts in this case shall start on date of Substantial Completion for that portion of the Work. C. Preparation of Warranties and Maintenance Contracts: Obtain in duplicate from subcontractors, suppliers and manufacturers, within ten (10) days after completion of the applicable item of Work. Leave commencement date of warranty or maintenance contract open until the Date of Substantial Completion is determined. 1. Verify that warranties and maintenance contracts are in proper form, contain full information and are signed and notarized. 2. Co- execute warranties when required. D. Warranty Manuals: Provide one (1) preliminary copy and two (2) final copies each of "Warranties Manual ". Provide manuals bound in the same manner as the Operation and Maintenance Manuals as specified in Section 01784, except imprint covers with title "Warranties Manual ". 1. Submit the preliminary manual to the Architect a minimum of two (2) weeks prior to Substantial Completion. The preliminary copy must comply with all of the requirements, except the hardboard covers. 24944.13 01787 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 9 IY 6x<MMAWAdws041. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 01787 PRODUCT WARRANTIES 2. Obtain approval of preliminary copy prior to producing final copies. 3. Deliver final manuals to the Architect prior to final acceptance and final payment. Architect will deliver manuals to the Owner. E. Form of Submittal: Organize data sequentially by Specification Section number. Each copy shall have a typewritten index and tabbed dividers between each separate Section. Mark each tab to indicate contents. 1. Place warranties and maintenance contracts in appropriate specification Section of the manuals. 2. Provide full information, using separate typed sheets as necessary. 3. List subcontractor, supplier and manufacturer, with names, address and telephone and fax numbers of responsible party. F. Form of Submittal: Bind warranties and maintenance contracts in appropriate "Mechanical or Electrical Operation and Maintenance Manuals" or "Materials, Equipment and Finishes Manuals ". 1. Place in appropriate specification Section of the manuals. 2. Provide full information, using separate typed sheets as necessary. 3. List subcontractor, supplier and manufacturer, with names, address and telephone and fax numbers of responsible party. 4. Refer to Section 01784 for submittal requirements. 24944.13 END OF SECTION 01787 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of existing building. 2. Repair procedures for selective demolition operations. B. Related Sections: 1. Division 15 Sections for cutting, patching, or relocating mechanical items. 2. Division 16 Sections for cutting, patching, or relocating electrical items. 3. Specialty Demolition: Identified areas where existing finish elements require modification or special protection or both to accommodate new work. Sections specifying specialty demolition: a. Section 08910: Glazed Aluminum Systems; modification of existing curtainwall. 1.2 DEFINITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION A. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property. B. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property. Remove, clean, and pack or crate items to protect against damage. Identify contents of containers and deliver to Owner's designated storage area. C. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare them for reuse; store and protect against damage. Reinstall items in the same locations or in locations indicated. D. Existing to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Resident Engineer, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations. 1.3 SUBMITTALS A. Replacement Materials: Where replacement materials exactly matching removed or damaged materials cannot be obtained, submit the following for approval. 1. Product data. 2. Samples: Minimum 12 inches square for planar materials, 12 inches long for linear materials. 1.4 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option. 24944.13 02071 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.5 QUALITY ASSURANCE A. Demolition Firm Qualifications: Engage an experienced firm that has successfully completed selective demolition Work similar to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before starting selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Predemolition Conference: Conduct conference at Project site to comply with preinstallation conference requirements of Division 1 Section "Project Meetings." 1.6 PROJECT CONDITIONS A. Owner will occupy portions of the building immediately adjacent to selective demolition area. Conduct selective demolition so that Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. C. Owner assumes no responsibility for actual condition of areas to be selectively demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. D. Storage or sale of removed items or materials on -site will not be permitted. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire- protection services during selective demolition operations. F. Maintain weather protection to interior portions of existing building which become exposed by demolition operations. G. Coordinate operations in areas of specialty demolition with work of those sections to avoid damage to existing construction and supporting elements. PART 2 - PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials. 1. Where identical materials are unavailable or cannot exposed surfaces, use materials that visually match adjacent surfaces to the fullest extent possible. 2. Use materials whose installed performance equals or of existing materials. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION 02071 - 2 be used for existing surpasses that CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 EXAMINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION A. Verify that utilities have been disconnected and capped. Q B. Survey existing conditions and correlate with requirements indicated W cG to determine extent of selective demolition required. n � U C. Inventory and record the condition of items to be removed and 0 0 reinstalled and items to be removed and salvaged. W W D. When unanticipated mechanical, electrical, or structural elements that - 1-- I conflict with the intended function or design are encountered, CO u- investigate and measure the nature and extent of the conflict. w O Promptly submit a written report to the Resident Engineer. E. Survey the condition of the building to determine whether removing any u. element might result in structural deficiency or unplanned collapse of c d any portion of the structure or adjacent structures during selective = W demolition. Z X F. Perform surveys as the Work progresses to detect hazards resulting Z O from selective demolition activities. W al CI 0— A. Do not interrupt existing utilities serving occupied or operating CI I- f acilities , except when authorized in writing by authorities having = W jurisdiction. Provide temporary services during interruptions to I-- U existing utilities, as acceptable to Owner and to governing u. 0 authorities. z 1. Provide not less than 72 hours' notice to Owner if shutdown of ai service is required during changeover. U = O ~ B. Utility Requirements: Locate, identify, shut off, disconnect, and Z seal or cap off indicated utility services serving space to be selectively demolished. 1. Where utility services are required to be removed, relocated, or abandoned, provide bypass connections to maintain continuity of service to other parts of the building before proceeding with selective demolition. 2. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit after bypassing. 3.2 UTILITY SERVICES C. Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utility services. Do not start selective demolition until utility disconnecting and sealing have been completed and verified in writing. 3.3 PREPARATION A. Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with selective demolition operations. B. Conduct demolition operations and remove debris to ensure minimum interference with walkways, corridors, and other adjacent occupied and used facilities. 24944.13 02071 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1. Do not close or obstruct walkways, corridors, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION C. Conduct demolition operations to prevent injury to people and damage to adjacent facilities to remain. Ensure safe passage of people around selective demolition area. 1. Erect temporary protection, such as walks, railings, canopies, and covered passageways, where required by authorities having jurisdiction. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain and are exposed during selective demolition operations. 3. Cover and protect furniture, furnishings, and equipment that have not been removed. D. Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. 1. Construct dustproof, floor to ceiling partitions of not less than nominal 4 -inch (100 -mm) studs, 2 layers of 3 -mil (0.07 -mm) polyethylene sheets, inside and outside the temporary enclosure. Cover floor with 2 layers of 3 -mil (0.07 -mm) polyethylene sheets, extending sheets 18 inches (460 mm) up side walls. Overlap and tape full length of joints. Cover floor with 3/4 -inch (19 -mm) fire- retardant plywood. a. Construct a vestibule and airlock at each entrance to the temporary enclosure with not less than 48 inches (1219 mm) between doors. Maintain water- dampened foot mats in vestibule. 2. Maintain negative air pressure of not less than 2000 cfm (944 L /s) in the selective demolition area. 3. Seal joints and perimeter. Equip partitions with dustproof doors and security locks. 4. Protect air - handling equipment. 5. Weatherstrip openings. E. Provide and maintain interior shoring, bracing, or structural support to preserve stability and prevent movement, settlement, or collapse of building to be selectively demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.4 POLLUTION CONTROLS A. Use water mist, temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. B. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level. C. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of demolition enclosure. 24944.13 02071 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION D. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before start of selective demolition. 3..5 SELECTIVE DEMOLITION A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. To minimize disturbance of adjacent surfaces, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of combustible materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame- cutting operations. Maintain portable fire - suppression devices during flame - cutting operations. 4. Maintain adequate ventilation when using cutting torches. 5. Remove decayed, vermin- infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 6. Locate selective demolition equipment throughout the structure and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 7. Dispose of demolished items and materials promptly. On -site storage or sale of removed items is prohibited. 8. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations. B. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain, using power- driven masonry saw or hand tools; do not use power- driven impact tools. C. Break up and remove concrete slabs on grade, unless otherwise shown to remain. 3.6 PATCHING AND REPAIRS A. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. B. Patching is specified in Division 1 Section "Cutting and Patching." 3.7 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off the Project site and legally dispose of them. 24944.13 02071 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.8 CLEANING A. Sweep the Project site broom clean on completion of selective demolition operations. B. Change filters on air - handling equipment on completion of selective demolition operations. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02071 SELECTIVE DEMOLITION END OF SECTION 02071 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 GENERAL REQUIREMENTS 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02220 SITE DEMOLITION A. Section includes: 1. Requirements for demolition and /or removal work as a part of new construction. 'A. Do not begin demolition until authorization is received from the Owner's Representative. Remove rubbish and debris from the project site daily; do not allow accumulations inside or outside buildings. Store materials that cannot be removed daily in areas specified by the Owner's Representative. A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Demolition plan shall include procedures for coordination with other work in progress, a disconnection schedule of utility services, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations. 1.4 REGULATORY AND SAFETY REQUIREMENTS A. Comply with federal, state, and local hauling and disposal regulations. 1.5 DUST AND DEBRIS CONTROL A. Prevent the spread of dust and debris to occupied portions of the building, on airfield pavements, and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily. Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft. See Section 01500, "Temporary Facilities and Controls ". 1.6 PROTECTION A. Traffic Control Signs: Where pedestrian, driver, and aircraft safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by jet or prop blast. Notify the Owner's Representative prior to beginning such work. B. Existing work: Protect existing work, which is to remain in place, be reused, or remain the property of the Owner. Repair items, which are to remain and which are damaged during performance of the work to their original condition, or replace with new. Do not overload structural elements or pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or, structural replacement must have Engineer approval. C. Weather protection: For portions of the building to remain, protect building interior and materials and equipment from weather at all times. 76284.50 02220 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02220 SITE DEMOLITION D. Facilities: Protect existing utility services. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for utilities. 1.7 BURNING A. Burning will not be permitted. 1.8 FOREIGN OBJECT DAMAGE (FOD) A. Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements. Remove all such materials that may appear on operational aircraft pavements due to the Contractor's operations. If necessary, the Owner's Representative may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris. The barricade shall consist of a fence covered with a fabric designed to stop the spread of debris; anchor the fence and fabric to prevent displacement by winds or jet /prop blasts. Remove barricade when no longer required. 1.9 RELOCATIONS A. Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair items to be relocated, which are damaged or replace damaged items with new undamaged items as approved by the Owner's Representative. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXISTING FACILITIES TO BE REMOVED A. Structures: Remove indicated existing structures including slabs and foundations. B. Utilities and related equipment: Remove existing utilities as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Owner's Representative. If utility lines are encountered that are not shown on drawings, contact the Owner's Representative for further instructions. C. Paving and Slabs: Provide neat sawcuts at limits of pavement removal as indicated. Remove sawcut concrete and asphaltic concrete paving and slabs as indicated. 3.2 DISPOSITION OF MATERIALS A. Title to Materials: Except where specified in other sections, all materials and equipment removed, and not reused, shall become the property of the Contractor and shall be removed from the Owner's property. Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Owner's Representative of the Contractor's demolition and removal procedures, and authorization by the Engineer to begin demolition. The Owner will not be responsible for the condition or loss of, or damage to, such property after contract award. Materials and equipment shall not be viewed by prospective purchasers or sold on the site. 76284.50 02220 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.3 CLEANUP 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02220 SITE DEMOLITION A. Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent spillage on pavements, streets or adjacent areas. Clean up spillage from pavements, streets and adjacent areas to prevent FOD potential. END OF SECTION 02220 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY PART 2 - PRODUCTS (Not Used) 3.2 CLEARING MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02231 CLEARING AND GRUBBING A. This section includes requirements for clearing and grubbing of trees, shrubs and organic material and the disposal of cleared and grubbed materials. PART 3 - EXECUTION 3.1 PROTECTION A. Roads: Keep roads free of dirt and debris at all times. B. Trees, Shrubs, and Existing Facilities: Protect landscape areas and trees to remain as indicated on the landscape drawings. C. Utility Lines: Protect existing utility lines that are indicated to remain from damage. Notify the Owner's Representative immediately of damage to or an encounter with an unknown existing utility line. The Contractor shall be responsible for the repairs of damage to existing utility lines that are indicated or made known to the Contractor prior to start of clearing and grubbing operations. When utility lines, which are to be removed, are encountered within the area of operations, notify the Engineer in ample time to minimize interruption of the service. A. Clearing shall consist of felling, trimming, and cutting of the existing trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including brush and rubbish occurring within the areas to be cleared. Cut off flush with or below the original ground surface, trees, stumps, roots, brush, and other vegetation in areas to be cleared except for trees and vegetation indicated or directed to be left standing. Clearing shall include the disposal of any rubbish or man made materials encountered. 3.3 TREE REMOVAL A. Where indicated, remove designated trees, stumps, and grub roots. 3.4 GRUBBING A. Remove and dispose of roots larger than 3 inches in diameter, and the matted roots from the indicated grubbing areas. Excavate this material together with organic and metallic debris, brush, and refuse and remove to a depth of not less than 18 inches below the original soil surface in areas to be grubbed and in areas indicated as construction areas under this contract. Fill depressions made by grubbing with suitable material and in accordance with the requirements specified in Section 02301, "Earthwork for Structures and Pavements." 76284.50 02231 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02231 CLEARING AND GRUBBING 3.5 DISPOSAL OF CLEARED AND GRUBBED MATERIAL 76284.50 A. All timber on the project site noted for clearing and grubbing shall become the property of the contractor and shall be removed from the site. END OF SECTION 02231 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 REFERENCES 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK, FOR STRUCTURES AND PAVEMENTS A. Section includes: Requirements for excavation, filling, preparation of subgrade, backfill, capillary break, structural fill compaction and testing. B. Section also includes subgrade preparation and compaction requirements in landscape areas. See Section 02900, "Planting, Seeding, and Sodding," for additional requirements. A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Association of State Highway and Transportation Officials (AASHTO): 1. AASHTO T 26 Method of Test for Quality Water to be Used in Concrete C. American Society For Testing And Materials (ASTM): 1. ASTM C 33 (1993) Concrete Aggregates 2. ASTM C 94 (1996) Ready -Mixed Concrete 3. ASTM C 150 (1997) Portland Cement 4. ASTM C 260 (1995) Air - Entraining Admixture for Concrete 5. ASTM C 494 (1990) Chemical Admixtures for Concrete 6. ASTM 'C 618 (1997) Coal Fly Ash and Raw or Calcimined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete 7. ASTM D 698 (1991) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft- lbf/ft (600 kN -m /m)) 8. ASTM D 1556 (1990) Density and Unit Weight of Soil in Place by the Sand -Cone Method 9. ASTM D 1557 4199.1) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft- lbf /ft (2,700 kN -m /m)) 10.ASTM D 2487 (1993) Classification of Soils for Engineering Purposes (Unified Soil Classification System) 11.ASTM D 2564 (1996) Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems 12.ASTM D 2855 (1996) Practice for Making Solvent Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings 13.ASTM D 2922 (1991) Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth) 14.ASTM D 3017 (1988; R 1993) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) 15.ASTM D 4253 (1993) Maximum Index Density of Soils Using a Vibratory Table 16.ASTM D 4254 (1991) Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density D. Code of Federal Regulations (CFR) 1. 29 CFR 1910 Occupational Safety and Health Standards 02301 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.3 QUALITY ASSURANCE 1.4 DEFINITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS 2. 29 CFR 1926 Occupational Safety and Health Regulations for Construction E. Corps Of Engineers (COE) 1. COE EM- 385 -1 -.1 (1992) Safety and Health Requirements Manual F. Washington State Department of Labor and Industries 1. WAC 296 -24 General Safety and Health Standards G. Washington State Department of Transportation (WSDOT): • 1. SS -1 (2002) Standard Specifications for Road Bridge and Municipal Construction. A. Perform all excavation work in accordance with all applicable requirements of governing authorities and applicable rules and regulations of 29 CFR 1926, 29 CFR 1929 and WAC 296 -24. A. Backfill: A specified material used in refilling a cut, trench, or other excavation, placed at'a specified degree of compaction. B. Capillary break: A layer of clean, poorly graded crushed rock, stone, or natural sand or gravel having a high porosity which is placed beneath a building slab with or without a vapor barrier to cut off the capillary flow of pore water to the area immediately below the slab. C. Cohesive Materials: Cohesive materials include materials classified by ASTM D 2487 as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be .identified as cohesive only when the fines have a plasticity index greater than zero. D. Cohesionless Materials: Cohesionless materials include materials classified by ASTM D 2487 as GW, GP, SW, and SP. Materials classified as GM and SM will be identified as cohesionless only when the fines have a plasticity index of zero. E. Compaction: The process of mechanically stabilizing a material by increasing its density at a controlled moisture condition. "Degree of Compaction" is expressed as a percentage of the maximum density obtained by the test procedure described in ASTM D 698 or ASTM D 1557 for general soil types or ASTM D 4253 and ASTM D 4254 (Relative Density) for isolated cohesionless materials, abbreviated in this specification as "XX percent ASTM D 1557 maximum density." F. Embankment: A "fill" having a top that is higher than adjoining ground. G. Excavation: The removal of soil, rock, or hard material to obtain a specified depth or elevation. H. Fill: Specified material placed at a specified degree of compaction to obtain an indicated grade or elevation. I. Hard Material: Weathered rock, dense consolidated deposits or conglomerate materials, (excluding manmade materials such as concrete) which are not included in the definition of "rock" but which usually require the use of heavy excavation equipment with ripper teeth or the use of jack hammers for removal. 76284.50 02301 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 J. In Situ Soil: Existing in place soil. K. Lift: A layer (or course) of soil placed on top of a previously prepared or placed soil. L. Rock: Solid, homogeneous, interlocking crystalline material with firmly cemented, laminated, or foliated masses or conglomerate deposits, neither of which can be removed without systematic drilling and blasting, drilling and the use of expansion jacks or feather wedges, or the use of backhoe- mounted pneumatic hole punchers or rock breakers; also large boulders, buried masonry, or concrete other than pavement, exceeding 1 cubic yard in volume. Removal of "hard material" will not be considered rock excavation because of intermittent drilling and blasting that is performed merely to increase production. M. Soil: The surface material of the earth's crust resulting from the chemical and mechanical weathering of rock and organic material. N. Structural fill: A specified soil mix or gradation of materials constructed to attain maximum bearing strength and minimize consolidation or differential settlement under a load. 0. Subgrade: The material in excavation (cuts) and fills (embankments) immediately below any subbase, base, pavement, or other improvement. Also, as a secondary definition, the level below which work above is referenced. P. Unsatisfactory Material: Existing, in situ soil or other material which can be identified as having insufficient strength characteristics or stability to carry intended loads in fill or embankment without excessive consolidation or loss of stability. Materials classified as PT, OH, or OL by ASTM D 2487 are unsatisfactory. Unsatisfactory materials also include man -made fills, refuse, frozen material, uncompacted backfills from previous construction, unsound rock or soil lenses, or other deleterious or objectionable material. Q. Unsuitable Material: Existing, in situ, materials classified as ML, or MH by ASTM D 2487 are unsuitable. R. Working Platform: A layer of compacted crushed rock or natural stone that replaces the in situ soil to provide a stable, uniform bearing foundation for construction equipment to facilitate further site construction. 1.5 SUBMITTALS A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Shoring and Sheeting Plan: Describe materials or shoring system to be used. Indicate whether or not any components will remain after filling or backfilling. 2. Dewatering System: Describe methods to be employed in removing water from exposed surfaces and diverting surface water from other areas or structures. Describe the basic components of the dewatering system proposed and its planned method of operation. Dewatering plan, as a minimum, shall address those requirements outlined in paragraph entitled "Drainage and Dewatering." 3. Gradation test of soil material tested at the source showing compliance with the specifications for structural fill, capillary break and drainage backfill. 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS 02301 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.6 REGULATORY REQUIREMENTS A. Materials and workmanship specified herein with reference to SS -1 State Standard shall be in accordance with the referenced articles, sections and paragraphs of the standard except that measurement and payment provisions do not apply. Where the term State is used it shall mean Owner. 1.7 DELIVERY AND STORAGE A. Deliver and store materials in a manner to prevent contamination or segregation. Store geotextile fabric reinforcing to prevent exposure to direct sunlight in accordance with the manufacturer's recommendations. 1.8 CRITERIA FOR BIDDING A. Base bids on the following criteria: 1. Surface elevations as indicated. 2. The character of the material to be excavated or used for subgrade is as indicated. Rock or hard material as defined in paragraph entitled, "Definitions," will not be encountered. 3. Ground water elevations indicated are those existing at the time subsurface investigations were made and do not necessarily represent ground water elevation at the time of construction. 4. Suitable structural fill, capillary break material, and drainage backfill material in the quantities required is not available at the project site. 5. Blasting will not be permitted. 1.9 SITE CONDITIONS A. Dewatering Plan: Base on site surface and subsurface conditions and available soils and hydrological data. B. Movement of construction machinery and equipment over pipes and utilities during construction shall be at the Contractor's risk. Contact the utility companies for location(s) of their utilities. Perform work adjacent to privately owned utilities in accordance with procedures outlined by the utility company. Excavation made with power - driven equipment is not permitted within 2 feet of known utility or subsurface construction. For work immediately adjacent to or for excavations exposing a utility or other buried obstruction, excavate by hand. Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. Support uncovered lines or other existing work as affected by the contract excavation until approval for backfill is granted by the Owner's Representative. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. All imported materials shall be provided by a WSDOT approved source for the material specified. B. Provide materials free from debris, roots, wood, scrap materials, vegetable matter, refuse or frozen material. Maximum particle size permitted is 3 inches. 76289.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS 02301 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 wNiuruiwllw�i +I.3.:��:rr.a.Jrx�iL'r ✓..1'r�..4:..L�:ai.i.L:.u. C. Structural Fill: Clean, well - graded sand and gravel with less than 5 percent by weight passing the No. 200 sieve, based on the minus 3/4 -inch fraction. Material shall meet the requirements of SS -1, Section 9- 03.14(1), "Gravel Borrow." D. General Backfill Beside Structures: Use structural fill as specified in this Section. Soft, spongy, highly plastic or otherwise unstable material is prohibited. E. Fill, Backfill and Embankment Material: Use structural fill as specified in this Section. Soft, spongy, highly plastic, or otherwise unstable material is prohibited. F. Working Platform: Material and thicknesses of working platform for support of construction equipment shall be at the discretion of the contractor. The gradation and placement of such material shall not create large void spaces upon which overlying work is indicated to be placed. G. Capillary Break: Provide materials meeting the requirements of SS -1, Section 9- 03.14(1), "Gravel Borrow," except that no more than 3 percent by weight shall pass the U.S. No. 200 sieve, based on the 3/4 -inch minus fraction and the maximum particle size shall be 1 -1/4 inch. H. Drainage Backfill: Washed pea gravel, 3/8 inch to No. 8 sieve size, or washed sand and gravel material conforming to the following gradation: Sieve Size Percent Passing By Weight 76284.50 1 -1/2" 3/4" 1/4" No. 8 No. 30 No. 50 No. 100 (by net sieving) MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS 100 90 -100 75 -100 65 -92 70 -65 5 -20 0 -2 (non - plastic) 2.2 VERTICAL DRAINAGE MATERIAL (VDM) A. Vertical drainage material shall be Mirafi Inc. "Miradrain 6000," or approved equal. 2.3 FILTER FABRIC A. Filter fabric shall be Mirafi Inc, 140 NS, or approved equal. 2.4 FOUNDATION DRAINS (FD) A. Perforated Plastic Pipe: Perforated pipes shall be polviniy chloride pipe conforming to the requirements of ASTM D 1785, Schedule 40. Pipe shall be perforated in accordance with ASTM C 508. Pipe sizes as noted on the drawings. A. Tight Line Pipe (Solid Wall Pipe): Polyvinyl chloride pipe conforming to the requirements of ASTM D 1785, Schedule 40. Sizes as noted on the drawings. C. Joints: Solvent cement joints conforming to the requirements of ASTM D 2564 and ASTM D 2855.. 02301 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 3 - EXECUTION 3.1 PROTECTION 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS A. Shoring and Sheeting: Provide shoring bracing, cribbing, or sheeting where required. In addition to Section 25 A and B of COE EM- 385 -1• -1, and other requirements of this contract meet the following: 1. Prevent undermining of pavements, foundations and slabs. 2. Slope banks where space permits. 3. Where shoring and sheeting materials remain in place in completed work to prevent settlements or damage to adjacent structures or as directed, backfill the excavation to 3 feet below the finished grade and remove the remaining exposed portion of the shoring before completing the backfill. B. Drainage and Dewatering: Plan for and provide the structures, ' equipment, and construction' for the collection and disposal of surface and subsurface water encountered in the course of construction. 1. Drainage: Dispose of surface water which may accumulate in open excavations, unfinished fills, or other low areas. Remove water by trenching where approved, pumping, or other methods to prevent softening of exposed surfaces. Surface dewatering plan shall include rerouting of any storm water runoff or natural drainage if necessary and shall comply with requirements specified in Section 01570, "Temporary Erosion and Sedimentation Control." 2. Dewatering: a. Groundwater flowing toward or into excavations shall be controlled to prevent sloughing or excavation slopes and walls, boils, uplift and heave in the excavation and to eliminate interference with orderly progress of construction. French drains, sumps, ditches or trenches will not be permitted within 3 feet of the foundation of any structure, except with specific written approval, and after specific contractual provisions for restoration of the foundation area have been made. Control measures shall be taken by the time the excavation reaches the water level in order to maintain the integrity of the in situ material. While the excavation is open, the water level shall be maintained continuously, at least one foot below the working level. b. Operate the dewatering system until construction work below existing water levels is complete. Measure and record the performance of the dewatering system at the same time each day by use of observation wells and piezometers installed in conjunction with the dewatering system. Have a .back -up pump and system available for immediate use. See Section 01570, "Temporary Erosion and Sedimentation Control," for additional requirements. C. Protection and Restoration of Surfaces: Protect newly graded areas from traffic, erosion, and settlements. Repair and reestablish damaged or eroded slopes, elevations or grades and restore surface construction prior to acceptance. Protect existing streams, ditches and storm drain inlets from water -borne soil by means of straw bale dikes or filter fabric dams as indicated. Conduct work in accordance with requirements specified in Section 01570, " Temporary Erosion and Sedimentation Control." D. Disposal of Excavated Material: Dispose of excavated material in such a manner that it will not obstruct the flow of runoff, streams, endanger a partly finished structure, impair the efficiency or appearance of facilities, or be detrimental to the completed work. 02301 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.2 SURFACE PREPARATION A. Unsatisfactory Material: Remove organic matter, sod, muck, rubbish, and unsuitable soils under embankments and under pavements, slabs on grade, and all areas indicated to have new grading. Typical depth of removal of such material shall be 12 inches minimum. 3.3 EXCAVATION • 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS A. Excavate to contours and dimensions .indicated. Keep excavations free from water while construction is in progress. Notify the Engineer immediately in writing in the event that it becomes necessary to remove rock, hard material, or other material defined as unsatisfactory to a depth greater than indicated. Refill excavations cut below the depths indicated with material as specified for the area of work. Excavate soil disturbed or weakened by construction operations or soils soften from exposure to weather. Refill with material specified for the area of work. B. Excavations for Structures and Spread Footings: Excavate to depth indicated. If excavation is deeper than indicated, then fill with concrete when the foundations or footings are placed, controlled density fill or structural fill material prior to placement of footings. C. Pile- Supported Foundations: Excavate to elevation of bottom of pile cap. Backfiil and compact over excavations and changes in grade due to pile driving operations in accordance with the requirements for filling and backfilling for structures. D. Shoring and Sheeting: Shore and sheet excavations as described in the submitted plan, with various members sized and arranged to prevent injury to persons and damage to structures. Also arrange shoring and sheeting to preclude injurious caving during removal. 3.4 BORROW MATERIALS A. Select borrow materials to meet requirements and conditions of the particular fill materials to be used. Obtain borrow materials from sources off the project site. 3.5 FILLING AND BACKFILLING A. Subgrade Preparation: 1. Subgrade Proofrolling: After stripping and removal of topsoil or other overburden, proofroll the existing subgrade with at least two passes of a minimum 15 ton vibratory roller. Operate the roller in a systematic manner to assure the number of passes over all areas, and at speeds between 2.5 and 3.5 miles per hour. Proofrolling shall be done in the presence of the Engineer. Proofrolling shall consist of the following elements: a. Proofrolling shall be completed by making at least two passes with the vibratory roller (vibration used if possible) and observing deflections below the wheels of the roller. b. Deflections beneath the wheels of the roller shall be less than about 1 inch to be acceptable within the building footing areas. c, Deflections shall be less than about 1 inch for proofrolling to be acceptable within the'floor slab and pavement areas. d. Areas found to be soft with deflections in excess of 1 inch shall be probed to determine a suitable depth to which the soft material shall be removed. This shall be accomplished by probing outside of the area where deflection was noted and then probing within the 02301 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Fill and Backfill Beside Structures: Place specified backfill material adjacent to structures and place in a manner that prevents wedging action or eccentric loading upon or against the structures. Do not place material on surfaces that are muddy, frozen, or contain frost. Do not use equipment for backfilling operations or for the formation of embankments against structures that will overload the structure. Backfilling against concrete will be done only after the concrete has attained its 28 -day compressive strength. C. Structural Fill: Place where indicated. Do not place material on surfaces that are muddy, frozen, or contain frost D. Fill and Backfill: Construct fill, backfill with specified material at the locations and to lines and grades with select material where indicated. Use only approved materials in constructing fill on the prepared subgrade. Do not place material on surfaces that are muddy, frozen, or contain frost. E. Final Backfill for. Utilities: Construct backfill (final backfill) for storm drains, manholes, utility lines, and other utility appurtenances using the material and compaction requirements specified herein for the adjacent or overlying work. Bedding and initial backfill requirements are specified in Section 02302, "Excavation, Backfilling, and Compacting for Utilities." Backfilling against concrete will be done only after the concrete has attained its 28 -day compressive strength F. Fill for Capillary break: Place capillary break material over compacted subgrade. Compact capillary break material in lifts of 4 inches with a minimum of two passes of a hand - operated plate -type vibratory compactor per lift. Do not place material on surfaces that are frozen or contain frost. G. Weather Limitations: Fill and backfill shall not be constructed when weather conditions detrimentally affect the quality of the finished course. Place fill and backfill only if the atmospheric temperature is above freezing in the shade and is rising. Do not construct fill and backfill in the rain or on saturated subgrades. If weather conditions are windy, hot or arid, with high rate of evaporation, schedule the 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS area where deflection was noted. It is expected that soft areas will likely only be present where construction traffic has disturbed the soils during period of wet weather. Furthermore, it is expected that it will be necessary to remove about 3 to 6 inches of soft subgrade soil, but likely no more than 12 inches of the subgrade soils when yielding conditions are observed. Areas of soft soil which are removed shall be replaced with the appropriate fill soil compacted as recommended for the application. e. If the subgrade soils are too wet and vibration causes softening of the subgrade, the area shall be proofrolled, as described above, without the vibration (static roll only). f. If the subgrade soils are too wet to proofroll then probing shall be used to evaluate the subgrade. The subgrade conditions exposed in the building pad and roadway areas during good weather shall be probed to provide a basis for evaluating subgrade when wet weather necessitates the use of probing to evaluate the subgrade. 2. Perform proof rolling only when weather conditions permit. Do not proof roll wet or saturated subgrades. Materials degraded by proof rolling a wet or saturated subgrade shall be replaced by the Contractor as directed by the Engineer at no cost to the Owner. Notify the Engineer 3 days prior to proof rolling. 02301 - 8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 placement in cooler portions of the day and furnish equipment to add moisture to the fill or backfill during and after placement. 3.6 INSTALLATION OF PIPE FOR FOUNDATION DRAINS A. Pipelaying: Do not lay damaged or defective pipe. Laying of pipe shall proceed upgrade beginning at lower end of the pipeline. Pipe shall not be laid in water or when the trench conditions or weather is unsuitable for such work. Remove water from trenches by sump pumping or other approved methods. Lay pipe to the grades and alignment as indicated. Bed pipe to the established grade line. Orient perforations on the bottom half of the pipe. Obtain approval for pipe in place before backfilling. 3.7 VERTICAL DRAINAGE MATERIAL A. The vertical drainage material (VDM) shall be installed in accordance with the manufacturer's recommended installation procedures. B. The VDM shall be connected to the foundation drainage system with the manufacturer's standard connection boots, tees and appurtenances. C. The VDM shall be installed either in vertical or horizontal strips as recommended by the manufacturer. Adjacent panels of VDM shall spliced in a minimum of 6 inched overlapped material. Adjacent cores of the VDM shall be snapped together to form a homogenous drainage mat. D. The VDM shall be placed continuous at all exterior walls. At areas where the VDM cannot be drained, i.e., deep elevator pits. The bottom 12 inches of both faces of the VDM shall be wrapped in polyethylene sheeting to insure that the ground water present is directed towards the nearest drain connection. 3.8 CLEANOUTS A. Cleanouts: Provide vertical cleanouts as indicated on the drawings. Cap with metal cover. 3.9 COMPACTION MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS A. Compact each layer or lift of material specified so that the in -place density tested is not less than the percentage of maximum density specified in Table I. Percent ASTM D 1557 Material Maximum Density Subgrade /Subbase in Building and Pavement Areas 95 Capillary Break 95 Drainage Backfill 95 Structural Fill 95 Subgrade /Subbase in Lawn and Landscape Areas 90 Subgrade /Subbase for Reinforced Grass Areas 95 3.10 FINISH OPERATIONS A. Finishing Subgrades Under Structures and Pavements and Lawn and Landscape Areas: Finish surface of top lift of fill or top of subgrade to the elevation and cross section indicated. Finished surface shall be smooth and of uniform texture. Lightly scarify or blade the finished 76284.50 TABLE I 02301 - 9 CONSTRUCTION DOCUMENTS APRIL 25, 2003 surface to bring the finished surface to within 0.10 foot of the indicated grade and to eliminate imprints made by compaction and shaping equipment. Surface shall show no deviations in excess of 3/8 inch when tested with a 10 -foot straightedge. See Section 02900, "Planting, Seeding, and Sodding," for additional finish requirements. B. Disposition of Surplus Material: Surplus or other soil material not required or suitable for filling, backfilling, or embankment or meeting the requirements of select material shall be disposed of where indicated or removed from the project site. C. Protection of Surfaces: Protect newly graded areas from traffic, erosion, and settlements that may occur and as required in the Section 01570, "Temporary Erosion and Sedimentation Control," and as specified in the paragraph entitled "Protection of Exposed Surfaces." Repair or reestablish damaged grades, elevations, or slopes prior to acceptance of work. 3.11 FIELD QUALITY CONTROL A. Testing: Refer to Section 01410. B. Moisture - Density Relationship (Maximum Density): 1. Test method: ASTM D 1557 2. Frequency: One test for each of the following: a. Capillary break. b. Wall drainage backfill. c. Structural fill (on -site material or imported). d. Additional test for above materials when source or character • changes. C. In -place Density (Compaction) and Moisture Tests: 1. Test method: One of the following: a. ASTM D 1556. b. Combination: ASTM D 2922 and D 3017. 2. Frequency: • a. Cut: One test per 1,000 square yards. b. Fill: One test per lift per 1,000 square yards. 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS END OF SECTION 02301 - 10 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES A. Section includes: Requirements for trench excavation, refilling, bedding and backfilling for buried utilities, pipes, conduits and other related appurtenances. B. Related Sections: Section 02301, "Earthwork for Structures and Pavements." 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Society For Testing And Materials (ASTM) 1. ASTM D 698 (1991) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft- lbf /ft) 2. ASTM D 1556 (1990) Density and Unit Weight of Soil in Place by the Sand -Cone Method 3. ASTM D 1557 (1991) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft- lbf /ft) 4. ASTM D 2487 (1998) Classification of Soils for Engineering Purposes (Unified Soil Classification System) 5. ASTM D 2922 (1996) Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth) 6. ASTM D 3017 (1996) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) 7. ASTM D 4253 (1993) Maximum Index Density of Soils Using a Vibratory Table 8. ASTM D 4254 (1991) Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density C. Code of Federal Regulations (CFR) 1. 29 CFR 1910 Occupational Safety and Health Standards 2. 29 CFR 1926 Occupational Safety and Health Administration (OSHA); Safety and Health Regulations for Construction D. Corps Of Engineers (COE) 1. COE EM- 385 -1 -1 (1992) Safety and Health Requirements Manual .E. Washington State Department. of Labor and Industries 1. WAC 296 -24 General Safety and Health Standards F. Washington State Department of Transportation (WSDOT): 1. SS -1 (2002) Standard Specifications for Road Bridge and Municipal Construction. 1.3 QUALITY ASSURANCE A. Perform all excavation work in accordance with all applicable requirements of governing authorities and applicable rules and regulations of 29 CFR 1926, 29 CFR 1929 and WAC 296 -24. 76284.50 02302 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.4 DEFINITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES A. Backfill: Material used in refilling a cut, trench or other excavation. .B. Cohesive Materials: Soils classified by ASTM D 2487 as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesive only when fines have a plasticity index greater than zero. C. Cohesionless Materials: Soils classified by ASTM D 2487 as GW, GP, SW, and SP. Materials classified as GM and SM will be identified as cohesionless only when the fines have a plasticity index of zero. D. Compaction: The process of mechanically stabilizing a material by increasing its density at a controlled moisture condition. "Degree of Compaction" is expressed as a percentage of the maximum density obtained by the test procedure described in ASTM D 698 or ASTM D 1557 for, general soil types or ASTM 'D 4253 or ASTM D 4254 (Relative Density) for isolated cohesionless materials, abbreviated in this specification as "XX" percent ASTM D 1557 maximum density. E. Granular Pipe Bedding: A dense, well - graded aggregate mixture of sand, gravel, or crushed stone (mixed individually, in combination with each other, or with suitable binder soil) placed on a subgrade to provide a suitable foundation for pipe. Granular bedding material may also consist of poorly graded sands or gravels where fast draining soil characteristics are desired. F. Hard Material: Weathered rock, dense consolidated deposits, or conglomerate materials (excluding man made materials such as concrete) which are not included in the definition of "rock" but which usually require the use of heavy excavation equipment, ripper teeth, or jack hammers for removal. * G. In -Situ Soil: Existing in place soil. H. Lift: A layer (or course) of soil placed on top of subgrade or a previously prepared or placed soil in a fill or backfill. I. Refill: Material placed in excavation to correct overcut in depth. J. Rock: Solid homogeneous interlocking crystalline material with firmly cemented, laminated, or foliated masses or conglomerate deposits, neither of which can be removed without systematic drilling and blasting, drilling and the use of expansion jacks or feather wedges, or the use of backhoe- mounted pneumatic hole punchers or rock breakers; also large boulders, buried masonry, or concrete other than pavement exceeding 1 cubic yard in volume. Removal of "hard material" will not be considered rock excavation because of intermittent drilling and blasting that is performed merely to increase production. K. Structural Fill: A specified soil mix or gradation of materials constructed to attain maximum bearing strength and minimum consolidation or differential settlement under load. L. Unyielding Material: Rock rib, ridge, rock protrusion, or soil with cobbles in the trench bottom requiring a covering of finer grain material or special bedding to avoid bridging in the pipe or conduit. M. Unsatisfactory Material: In -Situ soil or other material which can be identified as having insufficient strength characteristics or stability to carry intended loads in the trench without excessive consolidation 76284.50 02302 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES or loss of stability. Also backfill material which contains refuse, frozen material, large rocks, debris, soluble particles, and other material which could damage the pipe or cause the backfill not to compact. Materials classified as PT, OH, or OL by ASTM D 2487 are unsatisfactory. N. Unstable Material: Material in the trench bottom which lacks firmness to maintain alignment and prevent joints from separating in the pipe, conduit, or appurtenance structure during backfilling. This may be material otherwise identified as satisfactory which has been disturbed or saturated. O. Unsuitable material: In -situ soil material classified as ML or MH by ASTM D 2487. 1.5 SUBMITTALS A. S:abmit the following in accordance with Section 01330, "Submittal Procedures." B. Shoring and Sheeting Plan: Describe materials of shoring system to be used. Indicate whether or not components will remain after filling or backfilling. Provide plans, sketches, or details along with calculations by a professional engineer registered in any jurisdiction. Indicate sequence and method of installation and removal. C. Dewatering Plan: Describe methods for removing collected water from open trenches and diverting surface water or piped flow away from work area. Describe the basic components of the dewatering system proposed for use and its planned method of operation. Record performance and effectiveness of method or system in use and submit weekly. Dewatering plan, as a minimum, shall address those requirements outlined in paragraph entitled "Drainage and Dewatering." D. Gradation tests of material tested at the source for trench backfill and bedding showing compliance with these specifications. 1.6 REGULATORY REQUIREMENTS A. Materials and workmanship specified herein with reference to SS -1 State Standard shall be in accordance with the referenced articles, sections, and paragraphs of the standard except that measurement and payment provisions do not apply. Where the term "State" is used, it shall mean "Owner." 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver and store materials in a manner to prevent contamination, segregation, freezing, and other damage. 1.8 CRITERIA FOR BIDDING A. Base bids on the following criteria: 1. Surface elevations are as indicated. 2. The character of the material to be excavated or found in the trench is as indicated. Rock or hard material as defined in paragraph entitled "Definitions," will not be encountered. 3. Ground water elevations indicated are those existing at the time subsurface investigations were made and do not necessarily represent ground water elevation at the time of construction. 4. Blasting will not be permitted. 76284.50 02302 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.9 PROTECTION PART 2 - PRODUCTS 2.1 MATERIALS 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES A. Dewatering Plan: Base on site surface and subsurface conditions, available soil and hydrological data. B. Utilities: Movement of construction machinery and equipment over pipes and utilities during construction shall be at the Contractor's risk. Perform work adjacent to utilities in accordance with procedures outlined by utility company. Excavation made with power - driven equipment is not permitted within two feet of known utility or subsurface construction. For work immediately adjacent to or for excavations exposing a utility or other buried obstruction, excavate by hand. Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. Support uncovered lines or other existing work affected by the contract excavation until approval for backfill is granted by the Engineer. Report damage to utility lines or subsurface construction immediately to the Owner's Representative. A. Provide materials as specified below free of debris, roots, wood, scrap material, vegetable matter, refuse, soft unsound particles, ice, or other deleterious and objectionable materials. All imported material shall be provided by a WSDOT approved source for the material specified. .B. Trench Backfill: Provide material conforming to SS -1, Section 9- 03.14(1), "Gravel Borrow," except that a maximum of 5 percent of the material shall pass the U.S. No. 200 Sieve and material shall have a maximum diameter of 2 inches. C. Pipe Bedding: Provide material conforming to SS -1, Section 9- 03.12(3), "Gravel Backfill for Pipe Zone Bedding." 2.2 BURIED WARNING AND IDENTIFICATION TAPE A. Polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines. Provide tape on rolls, 3 -inch minimum width, color coded as specified below for the intended utility with warning and identification imprinted in bold black letters continuously over the entire tape length. Warning and identification to read, "CAUTION, BURIED (intended service) LINE BELOW" or similar wording. Color and printing shall be permanent, unaffected by moisture or soil. 1. Warning Tape Color Codes: a. Red: Electric b. Orange: Telephone and Other Communications c. Blue: Water Systems d. Green: Sewer Systems (Storm and Sanitary) 2. Acid and alkali- resistant polyethylene plastic tape conforming to the width, color, and printing requirements specified above. Minimum thickness of tape shall be 0.003 inch. Tape shall have a minimum strength of 1500 psi lengthwise, and 1250 psi crosswise, with a maximum 350 percent elongation. 02302 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 3 - EXECUTION 3.1 PROTECTION MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES 2.3 BURIED DETECTION WIRE A. Detection wire shall be insulated single strand, solid copper with a minimum of 12 AWG. A. Shoring and Sheeting: As specified in Section 02301, "Earthwork for Structures and Pavements." B. Drainage and Dewatering: As specified in Section 02301, "Earthwork for Structures and Pavements." C. Structures and Surfaces: Protect newly backfilled areas and adjacent structures, slopes, or grades from traffic, erosion settlement, or any other damage. Repair and reestablish damaged or eroded grades and slopes and restore surface construction prior to acceptance. Protect existing streams, ditches, and storm drain inlets from water -borne soil by means of straw bale dike, filter fabric dams, and as indicated on the contract drawings. Perform work in accordance with requirements specified in Section 01570, "Temporary Erosion and Sedimentation Control." 1. Disposal of Excavated Material: Dispose of excavated material so that it will not obstruct the flow of runoff, streams, endanger a partly finished structure, impair the efficiency or appearance of any facilities, or be detrimental to the completed work. 3.2 GENERAL EXCAVATION AND TRENCHING A. Keep excavations free from water while construction is in progress. Notify the Engineer immediately in writing if it becomes necessary to remove rock or hard, unstable, or otherwise unsatisfactory material to a depth greater than indicated. Make trench sides as nearly vertical as practicable except where sloping of sides is allowed. Sides of trenches shall not be sloped from the bottom of the trench up to the elevation of the top of the pipe, conduit, or duct. Excavate ledge rock, boulders, and other unyielding material to an overdepth at least 6 inches below the bottom of the pipe, conduit, duct, and appurtenances unless otherwise indicated or. specified. Blasting will not be permitted. Overexcavate soft, weak, or wet excavations as indicated. Use bedding material placed in 6 -inch maximum layers to refill overdepths to the proper grade. At the Contractor's option, the excavations may be cut to an overdepth of not less than 4 inches and refilled to required grade as specified. Grade bottom of trenches accurately to provide uniform bearing and support for each section of pipe, conduit, duct, or structure on undisturbed soil, or bedding material as indicated or specified at every point along its entire length except for portions where it is necessary to excavate for bell holes and for making proper joints. Dig bell holes and depressions for joints after trench has been graded. Dimension of bell holes shall be as required for properly making the particular type of joint to ensure that the bell does not bear on the bottom of the excavation. Trench dimensions shall be as indicated or specified. B. Shoring and Sheeting: Shore and sheet excavations as described in the plan submitted with various member sizes arranged to prevent injury to persons and damage to structures. Arrange shoring and sheeting to preclude injurious caving during removal. Obtain approval from the 76284.50 02302 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES Engineer prior to removing shoring, sheeting, or bracing in excavations adjacent to structural elements. 3.3 BEDDING A. Of materials and depths as indicated or specified for utility lines and utility structures. Place bedding in 6 -inch maximum loose lifts. Provide uniform and continuous support for each section of structure except at bell holes or depressions necessary for making proper joints. Bring up evenly on each side and along the full length of the pipe, conduit, duct or structure. Ensure that no damage is done to the utility or its protective coating. Ensure that the material placed is tamped firmly under pipe haunches. 3.4 BURIED WARNING AND IDENTIFICATION TAPE A. Install tape in accordance with manufacturer's recommendations except as modified herein. Bury tape at the depth indicated. 3.5 BURIED DETECTION WIRE A. Bury detection wire directly above non - metallic piping at a distance not to exceed 12 inches above the top of the pipe bedding material. The wire shall extend continuously and unbroken, from manhole to manhole or catch basin to catch basin. The ends of the wire shall terminate inside the manholes or catch basin at each end of the pipe, with a minimum of 3 feet of wire, coiled, remaining accessible in each manhole or catch basin. The wire shall remain insulated over its entire length. 3.6 BACKFILLING A. Construct backfill as indicated and specified in this section. Do not backfill in freezing weather or where the material in the trench is already frozen or is muddy, except as authorized. Where settlements greater than the tolerance allowed herein for grading occur in trenches and pits due to improper compaction, excavate to the depth necessary to rectify the problem, then backfill with specified material and compact the excavation as specified herein and restore the surface to the required elevation. Coordinate backfilling with testing of utilities. Testing for the following shall be complete before final backfilling: storm drainage, industrial waste system, water distribution. B. Place backfill in 4 -inch maximum loose lifts if compacted with hand - operated equipment or 8 -inch maximum loose lifts if compacted with heavy equipment. Compact each loose lift as specified in the paragraph entitled, "General Compaction," before placing the next lift. 3.7 GENERAL COMPACTION A. Use hand - operated, plate -type, vibratory or other suitable hand tampers in areas not accessible to larger rollers or compactors. Avoid damaging pipes and protective pipe coatings. Compact material in accordance with the following unless otherwise specified. If necessary, alter, change, or modify selected equipment or compaction methods to meet specified compaction requirements. 1. Compaction of Material in Subcuts or Overexcavations: Compact to 95 percent of ASTM D 1557 maximum density. 2. Compaction of Pipe and Conduit Bedding: Compact to 95 percent of ASTM D 1557 maximum density. 3. Compaction of Backfill: Compact backfill material surrounding pipes, cables, conduits, or ducts, to 95 percent of ASTM D 1557 maximum 76284.50 02302 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 density. For utilities under structures and pavements compact backfill as specified under paragraph entitled, "Special Earthwork Installation Requirements." 3.8 SPECIAL EARTHWORK INSTALLATION REQUIREMENTS A. Manholes and Other Appurtenances: Provide at least 12 inches clear from outer surfaces to the embankment or shoring. Remove rock as specified herein. Remove unstable soil that is incapable of supporting the structure to an overdepth of one foot and refill with bedding material or controlled density fill to the proper elevation. Refill overdepths with bedding material or controlled density fill. B. Compaction: 1. Place backfill in 4 -inch maximum loose lifts if compacted with hand - operated equipment or 8 -inch maximum loose lifts if compacted with heavy equipment. Compact all backfill surrounding pipes, ducts, conduits, and other structures to 95 percent of ASTM D 1557 maximum density. 2. Backfill to permit the rolling and compacting of the completed excavation with the adjoining material, providing the specified density necessary to enable paving of the area immediately after backfilling has been completed. 3.9 FINISH OPERATIONS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES A. Grading: Finish to grades indicated within one -tenth of a foot. Grade existing grades that are to remain but have been disturbed by the Contractor's operations. B. Disposition of Surplus Material: Surplus or other soil material not required or suitable for filling, backfilling, or grading shall be removed from the project site. C. Protection of Surfaces: Protect newly graded areas from traffic, erosion, and settlements that may occur and as required in Section 01570, "Temporary Erosion and Sedimentation Control." Repair or reestablish damaged grades, elevations, or slopes. 3.10 FIELD QUALITY CONTROL A. Testing: Refer to Section 01410. B. Moisture - Density Relationship (Maximum Density): 1. Test method: ASTM D 1557 2. Frequency: One test for each of the following: a. Bedding material. b. Backfill material (on -site or imported material). c. Additional test for above materials when source or character changes. C. In -place Density (Compaction) and Moisture Tests: 1. Test method: One of the following: a. ASTM D 1556. b. Combination: ASTM D 2922 and D 3017. 2. Frequency: a. Bedding in trenches: One test per lift per 100 lineal feet. b. Appurtenance structures: One test per lift per 100 square feet or fraction thereof. 76284.50 02302 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES END OF SECTION 02302 - 8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 REFERENCES MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION A. Section includes: Requirements for piping materials and appurtenances, installation and testing for water distribution. B. Related sections: Section 02302 "Excavation, Backfilling and Compacting for Utilities." A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American National Standards Institute (ANSI) 1. ANSI B16.18 (1984; R 1994) Cast Copper Alloy Solder Joint Pressure Fittings 2. ASME /ANSI B18.2.2 (1987; R 1993) Square and Hex Nuts (Inch Series) 3. ANSI /ASME B18.5.2.2M (1982;R 1993) Metric Round Head Square Neck Bolts C. Ameii,:an Sc.ciety Of Mechani.:a;. Engineers (ASME) 1. ASME /ANSI B16.1 (1989) Cast Iron Pipe Flanges and Flanged Fittings 2. ASME /ANSI B16.22 (1989) Wrought Copper and Copper Alloy Solder Joint Pressure Fittings 3. ASME /ANSI B16.26 (1988) Cast Copper Alloy Fittings for Flared Copper Tubes D. American Society For Testing And Materials (ASTM) 1. ASTM A 536 (1984; R 1993) Ductile Iron Castings 2. ASTM B 42 (1998) Specification for Seamless Copper Pipe, Standard Sizes 3. ASTM A 48 (1994; Rev. A) Gray Iron Castings 4. ASTM A 307 (1994) Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength 5. ASTM A 536 (1984; R 1993) Ductile Iron Castings 6. ASTM B 32 (1993) Solder Metal 7. ASTM B 61 (1993) Steam or Valve Bronze Castings 8. ASTM B 62 (1993) Composition Bronze or Ounce Metal Castings 9. ASTM B 88 (1993; Rev. A) Seamless Copper Water Tube 10.ASTM C 94 (1994) Ready -Mixed Concrete 11.ASTM D 3139 (1995) Joints for Plastic Pressure Pipes Using Flexible elastomeric Seals 12.ASTM F 477 (1995) Elastomeric Seals (Gaskets) for Joining Plastic Pipe E. American Water Works Association (AWWA) 1. AWWA C104/A21.4 (1990) Cement - Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. AWWA C105 (1993) Polyethylene Encasement for Ductile- Iron Pipe Systems 3. AWWA C110 /A21.10 (1993) Ductile -Iron and Gray -Iron Fittings, 3 in. Through 48 in. (75 mm Through 1200 mm), for Water and Other Liquids 76284.50 ' 02510 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 4. AWWA C111 /A21.11 (1990; Erratum 1991) Rubber - Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. AWWA C115/A21.15 (1988) Flanged Ductile -Iron Pipe with Threaded Flanges 6. ANSI /AW.WA C151/A21.51 (1991) Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. AWWA C153/A21.53 (1988) Ductile -Iron Compact Fittings, 3 in. Through 16 in., for Water and Other Liquids 8. AWWA C502 (1985; Errata 1985) Dry - Barrel Fire Hydrants 9. AWWA C504 (1994) Rubber - Seated Butterfly Valves 10.AWWA C508 (1993) Swing -Check Valves for Waterworks Service, 2 in. (50mm) Through 24 in. (600mm) NPS 11.AWWA C509 (1994) Resilient- Seated Gate Valves for Water and Sewerage Systems 12.AWWA C600 (1993) Installation of Ductile -Iron Water Mains and Their Appurtenances 13.AWWA C800 (1989) Underground Service Line Valves and Fittings 14.AWWA C900 (1989; Addendum 1992) Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., for Water Distribution 15.AWWA M23 (1980) PVC Pipe - Design and Installation F. Ductile Iron Pipe research Association ( DIPRA) 1. DIPRA -1 (1997) Thrust restraint design for ductile iron pipe G. Manufactures Standardization Society Of The Valve And Fittings Industry, Inc. (MSS) 1. MSS SP -80 (1987) Bronze Gate, Globe, Angle and Check Valves H. National Fire Protection Association (NFPA) 1. NFPA 24 (1992) Installation of Private Fire Service Mains and Their Appurtenances 2. NFPA 2.91 (1995) Fire Flow testing and Marking of Hydrants I. Washington Administrative Code (WAC) 1. WAC 246- 290 -240 Disinfection of Facilities J. Washington State Department of Transportation (WSDOT) 1. SS -1 (2002) Standard Specification for Road, Bridge and Municipal Construction 2. SP -1 Standard Plans for Road, 'Bridge and Municipal Construction. 1.3 SUBMITTALS A. Submit the following in accordance with Section 1330, "Submittal Procedures." 1. Submit manufacturer's standard drawings or catalog cuts for water distribution main piping, fittings, joints and valves, couplings, fire hydrants, valve boxes, and pressure- reducing valve, except • submit both drawings and cuts for push -on joints. Include information concerning gaskets with submittal for joints and couplings. 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION 02510 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.4 DELIVERY, STORAGE, AND HANDLING PART 2 - PRODUCTS 2.1 WATER DISTRIBUTION MAIN MATERIALS 76284.50 MUSEUM OF .FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION 2. Submit certificates attesting that tests set forth in each applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publication. Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type, class, grade, and size of material as is being provided for the project. 3. Submit copy of the Certificate of Compliance with material tests for each delivery to the project site with delivery inspection report. A. Delivery and Storage: Inspect materials delivered to site for damage. Unload and store with minimum handling. Store materials on site in enclosures or under protective covering. Store jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes, fittings, free of dirt and debris. B. Handling: Handle pipe, fittings, valves, hydrants, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Take special care to avoid injury to coatings and linings on pipe and fittings; make satisfactory repairs if coatings or linings are damaged. Carry, do not drag pipe to the trench. Store jointing materials and rubber gaskets that are not to be installed immediately, under cover out of direct sunlight. .A. Piping Materials (3 inch and larger): 1. Ductile -Iron Piping: a. Pipe and Fittings: Pipe, ANSI /AWWA C151/A21.51, Thickness Class 52. Fittings, AWWA C110 /A21.10 or AWWA C153/A21.53. Fittings shall have pressure rating at least equivalent to that of the pipe. Ends of pipe and fittings shall be suitable for the specified joints. Pipe and fittings shall have cement - mortar lining, AWWA C104/A21.4, standard thickness. b. Joints and Jointing Material: (1) Joints: Joints for pipe and fittings shall be push -on joints or mechanical joints unless otherwise indicated. Provide mechanical joints where indicated. Provide mechanically - coupled joints using a sleeve -type mechanical coupling where indicated. (2) Push -On Joints: Shape of pipe ends and fitting ends, gaskets, and lubricant for joint assembly, AWWA C111 /A21.11. (3) Mechanical Joints: Dimensional and material requirements for pipe ends, glands, bolts and nuts, and gaskets, AWWA C111 /A21.11 2. Insulating Joints: Designed to effectively prevent metal -to -metal contact at the joint between adjacent sections of piping. Joint shall be of the flanged type with insulating gasket, insulating bolt sleeves, and insulating washers. Gasket shall be of the dielectric type, full face, and in other respects as recommended in the Appendix to AWWA C115/A21.15. Bolts and nuts, as recommended in the Appendix to AWWA C115/A21.15. 3. Sleeve -Type Mechanical Coupled Joints: As specified in paragraph entitled "Sleeve -Type Mechanical Couplings. 02510 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Valves, Hydrants, and Other Water Main Accessories: 1. Gate Valves: AWWA C509. Unless otherwise specified, valves conforming to AWWA C509 shall be nonrising stem type with mechanical -joint ends. Valves shall open by counterclockwise rotation of the valve stem. Stuffing boxes shall have 0 -ring stem seals. Stuffing boxes shall be bolted and constructed so as to permit easy removal of parts for repair. All valves shall be of one manufacturer. 2. Fire Hydrants: Dry - barrel type hydrants, AWWA C502 per City of Tukwila STD Plan and WS -4 and shall have 6 inch inlet, minimum 5 inch valve opening, one 5 inch pumper connection with a quick connect storz adaptor, and two 2 -1/2 inch hose connections. Pumper connection and hose connections shall be individually valved with independent nozzle gate valves. Inlet shall have mechanical -joint or push -on joint end, except where flanged end is indicated; end shall conform to the applicable requirements as specified for the joint. Size and shape of operating nut and cap nuts shall be as specified in AWWA C502. All hose and pumper connections shall have National Standard threads. Hydrants shall also have "breakaway "f.eatures which allow the hydrant to break away from the water main without substantial damage to the main. 3. Valve Boxes: Provide a valve box for each new gate valve. Valve boxes shall be of cast iron of a size suitable for the valve on which it is to be used and shall be adjustable. Provide a round head. Cast the word "WATER" on the lid. The least diameter of the shaft of the box shall be 5 1/4 inches. Cast -iron box shall have a heavy coat of bituminous paint. 4. Sleeve -Type Mechanical Couplings: Couplings shall be designed to couple plain -end piping by compression of a ring gasket at each end of the adjoining pipe sections. The coupling shall consist of one middle ring flared or beveled at each end to provide a gasket seat; two follower rings; two resilient tapered rubber gaskets; and bolts and nuts to draw the follower rings toward each other to compress the gaskets. The middle ring and the follower rings shall be true circular sections free from irregularities, flat spots, and surface defects; the design shall provide for confinement and compression of the gaskets. For ductile iron and pipe, the middle ring shall be of cast iron or steel; and the follower rings shall be of malleable or ductile iron. Cast iron, ASTM A 48, not less than Class 25. Malleable and ductile iron shall meet the applicable requirements specified for gaskets for mechanical joint in AWWA C111 /A21.11. Bolts shall be track -head type, ASTM A 307, Grade A, with nuts ASTM A 563, Grade A or round -head, square -neck type bolts ANSI, B18.5.2.1M and ANSI /ASME B18.5.2.2M with hex nuts, ASME /ANSI B18.2.2. Bolts shall be 5/8" in diameter; minimum number of bolts for each pipe size shall be 3 for 3 inch, 4 for 4 inch, 5 for 6 inch, 6 for 8 inch, 7 for 10 inch, 8 for 12 inch and 9 for 16 inch. Bolt holes in follower rings shall be of a shape to hold fast the necks of the bolts used. Mechanically coupled joints using a sleeve -type mechanical coupling shall not be used as an optional method of jointing except where indicated. 5. Piping Materials (3 inches and smaller) a. Copper Pipe and Associated Fittings: ASTM B42, regular, threaded ends. Fittings shell brass or bronze, FS WW -p -460, 125 pound. b. Gate Valves: MSS SP -80, Class 150, solid wedge, non- rising stem. Valves shall have flanged or threaded end connections with a union on the side of the valve. Provide handwheel operators. 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION 02510 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 3 - EXECUTION 3.1 INSTALLATION OF PIPELINES 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION A General Requirements for Installation of Pipelines: These requirements shall apply to all pipeline installation except where specific exception is made in the "Special Requirements" paragraphs. 1. Earthwork: Perform earthwork operations in accordance with Section 02302, "Excavation, Backfilling and Compacting for Utilities." 2. Pipe Laying and Jointing: Remove fins and burrs from pipe and fittings. Before placing in position, clean pipe, fittings, valves, and accessories, and maintain in a clean condition. Provide proper facilities for lowering sections of pipe into trenches. Do not under any circumstances drop or dump pipe, fittings, valves, or any other water line material into trenches. Cut pipe accurately to length established at the site and work into place without springing or forcing. Replace by one of the proper length any pipe or fitting that does not allow sufficient space for proper installation of jointing material. Blocking or wedging between bells and spigots will not be permitted. Lay bell- and - spigot pipe with the bell end pointing in the direction of laying. Grade the pipeline in straight lines; avoid the formation of dips and low points. Support pipe at proper elevation and grade. Secure firm, uniform support. Wood support blocking will not be permitted. Lay pipe so that the full length of each section of pipe and each fitting will rest solidly on the pipe bedding; excavate recesses to accommodate bells, joints, and couplings. Provide anchors and supports where indicated and where necessary for fastening work into place. Make proper provision for expansion and contraction of pipelines. Keep trenches free of water until joints have been properly made. At the end of each work day, close open ends of pipe temporarily with wood blocks or bulkheads. Do not lay pipe when conditions of trench or weather prevent installation. Depth of cover over top of pipe shall not be less than 3.5 feet 3. Horizontal clearances from water line to other utilities, unless otherwise indicated: a. Sanitary Sewer: 10 feet b. Storm drain: 5 feet c. Natural Gas: 5 feet d. Other utilities: 5 feet 4. Vertical clearances from water line to other utilities: a. Sanitary Sewer: 18 inches b. Storm drain: 12 inches c. Natural Gas: 12 inches d. Other utilities: 12 inches e. Where conditions exist that prevent the vertical separations identified above, and the water line crosses above or below the sanitary sewer, one full length of pipe shall be used with the pipes center centered for maximum joint separation. The sewer shall be encased in concrete or a 1/4 inch thick continuous ductile iron pipe with a dimension ratio of 18 or less, and all voids shall be pressure grouted with sand - cement grout or bentonite. 5. Make connections to existing water lines after approval is obtained and with a minimum interruption of service on the existing line. Make connections to existing lines under pressure in accordance with the recommended procedures of the manufacturer of the pipe being tapped. Do not operate any valves or make any connections to the existing water main without prior approval. 02510 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION B. Special Requirements for Installation of Water Mains: 1. Installation of Ductile -Iron Piping: Unless otherwise specified, install pipe and fittings in accordance with paragraph entitled "General Requirements for Installation of Pipelines" and with the requirements of AWWA C600 for pipe installation, joint assembly, valve - and - fitting installation, and thrust restraint. a. Jointing: Make push -on joints with the gaskets and lubricant specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 for joint assembly. Make mechanical joints with the gaskets, glands, bolts, and nuts specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 for joint assembly and the recommendations of Appendix A to AWWA C111 /A21.11. Make insulating joints with the gaskets, sleeves, washers, bolts, and nuts previously specified for this type joint. Assemble insulating joints as specified for flanged joints, except that bolts with insulating sleeves shall be full size for the bolt holes. Ensure that there is no metal -to -metal contact between dissimilar metals after the joint has been assembled. b. Pipe Anchorage: Provide concrete thrust blocks (reaction blocking) for pipe anchorage, except where metal harness is indicated. Thrust blocks shall be in accordance with the requirements of AWWA C600 and NFPA 24 for thrust restraint, except that size and positioning of thrust blocks shall be as indicated. Use concrete, ASTM C 94, having a minimum compressive strength of 3,000 psi at 28 days. Metal harness shall be in accordance with the requirements of AWWA C600 and NFPA 24 for thrust restraint, using tie rods and clamps as shown in NFPA 24, except as otherwise indicated. In lieu of horizontal and /or vertical concrete thrust blocking the contractor may provide longitudinal restraint utilizing restrained joints in accordance with DIPRA -1 and the pipe, fitting and restrained joints manufacturer's recommendations and design parameters for rigid piping. Submit locations, pressure distributions, and design calculations for the longitudinal restraint at the joints and fittings required to restrain the resulting horizontal and /or vertical bend forces. All horizontal and vertical bend resulting forces shall be based upon internal working pressure of 225 psi. c. Exterior Protection: Completely encase buried ductile iron pipelines with polyethylene tube or sheet. 2. Installation of Valves and Hydrants: a. Installation of Valves: Install gate valves, AWWA C509, in accordance with the requirements of AWWA C600 for valve- and - fitting installation and with the recommendations of the Appendix ( "Installation, Operation, and Maintenance of Gate Valves ") to AWWA C509. Make and assemble joints to gate valves as specified for making and assembling the same type joints between pipe and fittings. b. Installation of Hydrants: Install hydrants, except for metal harness, in accordance with AWWA C600 for hydrant installation and as indicated. Make and assemble joints as specified for making and assembling the same type joints between pipe and fittings. Provide metal harness as specified under pipe anchorage requirements for the respective pipeline material to which hydrant is attached. C. Disinfection: Disinfect new water piping and existing water piping affected by Contractor's operations in accordance with AWWA C651. Fill piping systems with solutions containing minimum of 50 parts per million of available chlorine and allow solution to stand for minimum of 24 hours. Flush solution from the systems with domestic water until maximum residual chlorine content is not more than 0,2 parts per 76288.50 CONSTRUCTION DOCUMENTS 02510 - 6 APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02510 WATER DISTRIBUTION 3.2 FIELD QUALITY CONTROL A. Field Tests and Inspections: Perform field tests, and provide labor, equipment, and incidentals required for testing. Produce evidence, when required, that any item of work has been constructed in accordance with the drawings and specifications. Do not begin testing on any section of a pipeline where concrete thrust blocks have been provided until at least 5 days after placing of the concrete. 1. All fire mains shall be flushed and tested per NFPA 24 and witnessed by the City of Tukwila Fire Department. All piping, rodding and blocking shall be exposed for inspection during testing. 2. Testing Procedure: Test water mains and water service lines in accordance with the applicable specified standard, except for the special testing requirements given in paragraph entitled "Special Testing Requirements." Test ductile -iron water mains and water service lines in accordance with the requirements of AWWA C600 for hydrostatic testing. The amount of leakage on ductile -iron pipelines with mechanical - joints or push -on joints shall not exceed the amounts given in NFPA 24; no leakage will be allowed at joints made by any other method. Test water service lines in accordance with applicable requirements of AWWA C600 for hydrostatic testing. B. Special Testing Requirements: Use a hydrostatic pressure 150 percent of the maximum working pressure of the system, except that for those portions of the system having pipe size larger than 2 inches in diameter, hydrostatic test pressure shall be not less than 150 psi. Hold this pressure for not less than 8 hours. Prior to the pressure test, fill that portion of the pipeline being tested with water for a soaking period of not less than 24 hours. For leakage test, hydrostatic pressure shall be as specified in NFPA 24. Leakage test may be performed at the same time and at the same test pressure as the pressure test. New facilities shall be tested for total coliform bacteria in accordance with WAC 246- 290 -240 prior to submittal of any reports. 76284.50 million, or the residual chlorine content of domestic water supply. Open all valves in lines being sterilized and close several times during the contact period. Obtain at least two consecutive satisfactory bacteriological samples from new water piping, analyze by a certified laboratory, and submit the results prior to the new water piping being placed into service. Disinfection shall also be in accordance with WAC 246 - 290 -240. Inform the Engineer at least two business days in advance of disinfection so that disinfection may be witnessed. Water with chlorine residual used for testing purposes shall be disposed of through sanitary sewers and shall not be disposed into a storm drain system or any waterway. Provide written certification to the Owner that disinfection has been completed. END OF SECTION 02510 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: Requirements for piping materials and appurtenances, installation and testing for storm drainage. B. Related Sections: Section 02302, "Excavation, Backfilling and Compacting for Utilities." 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Association Of State Highway And Transportation Officials ( AASHTO): 1. AASHTO M105 2. AASHTO M252 3. AASHTO M294 D. American Society For 1. ASTM A 48 2. ASTM A 760/A 760M 3. ASTM A 798/A 798M 76284.50 4. ASTM A 849 5. ASTM B 788 6. ASTM C 76 7. ASTM C 270 8. ASTM C 361 9. ASTM C 443 10.1ASTM C 476 11.ASTM C 923 12.ASTM D 1056 13.ASTM D 2321 14.ASTM D 3034 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE (1990) Gray Iron Castings (1993) Corrugated Polyethylene Drainage Tubing (1993) Corrugated Polyethylene Pipe, 12- to 36 -inch diameter. C. American Concrete Pipe Association (ACPA): 1. ACPA 01 -102 (1988) Concrete Pipe Handbook 2. ACPA 01 -103 (1990) Concrete Pipe Installation Manual Testing And Materials (ASTM): (1993) Gray Iron Castings. (1995) Corrugated Steel Pipe, Metallic- Coated for Sewers and Drains. (1995) Installing Factory -Made Corrugated Steel Pipe for Sewers and Other Applications. (1995) Posted - Applied Coatings, Pavings, and Lining for Corrugated Steel Sewer and Drainage Pipe. (1994) Installing Factory -Made Corrugated Aluminum Culverts and Storm Sewer Pipe. (1994) Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. (1994) (1996) Pipe. (1994) Joints Culvert Pipe, (1991) Grout for Masonry. (1994) Resilient Connectors Reinforced Concrete Manhole and Laterals. (1991) Flexible Cellular Materials, Expand Rubber. (1989) Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications. (1994) Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. 02630 - 1 Mortar for Unit Masonry. Reinforced Concrete Low -Head Pressure for Circular Concrete Sewer and Using Rubber Gaskets. Between Structures, Sponge Pipes or CONSTRUCTION DOCUMENTS APRIL 25, 2003 15.ASTM D 3212 (1992) Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. 16.ASTM F 477 (1993) Elastomeric Seals (Gaskets) for Joining Plastic Pipe. E. Washington State Department of Transportation (WSDOT): 1. SS -1 (2002) Standard Specifications for Road, Bridge and Municipal Construction. 2. SP -1 Standard Plans for Road, Bridge and Municipal Construction. 1.3 SUBMITTALS 1.4 DELIVERY, STORAGE, AND HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE F. City of Tukwila 1. IDCS (1996) Infrastructure Design and Construction Standards A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Submit Manufacturer's Catalog Data for piping including fittings and jointing materials. 2. Submit manufacturer's standard drawings or catalog cuts for Precast concrete manholes and catch basins Manhole ring and cover and catch basin frame and grate. 3. Submit manufacturer's catalog data for trench drains. 4. Submit certificates attesting that tests set forth in each applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publications. Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type, class, grade and size of material as is being provided for the project. A. Delivery and Storage: 1. Piping: Inspect materials delivered to site for damage; store with minimum of handling. Store plastic piping and jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris. 2. Metal Items: Check upon arrival; identify and segregate as to types, functions, and sizes. Store off the ground in a manner affording easy accessibility and not causing excessive rusting or coating with grease or other objectionable materials. 3. Cement, Aggregates, and Reinforcement: Store as specified in Section 03300, "Cast -in -Place Concrete." B. Handling: Handle pipe, fittings, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Carry, do not drag pipe to trench. PART 2 - PRODUCTS 2.1 PIPELINE MATERIALS A. Watertight High Density Polyethylene Corrugated (HDPE) Pipe with Intergrally Formed Smooth Waterway (for pipes 12" diameter and larger): 76284.50 02630 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE 1. Corrugations may be either annular or spiral. All sizes shall conform to the AASHTO classification "Type D." Pipe manufactured for this specification shall comply with the requirements for test methods, dimensions, and markings found in AASHTO Designations M252 and M294. Pipe and fittings shall be made from virgin PE compounds that conform with the requirements of cell class 324420C as defined and described in ASTM D3350. The fittings shall not reduce or impair the overall integrity or function of the pipe line. Fittings may be either molded or fabricated. Only fittings supplied or recommended by the pipe manufacturer shall be used. Pipe and fittings shall be gasketed with gaskets meeting the requirements of ASTM F477. B. PVC Plastic Pipe and Fittings: ASTM D 3034, shall be SDR 35, having ends adaptable for elastomeric gasket joints. 1. Joints and Jointing Material for PVC Plastic Piping: Joints shall conform to ASTM D 3212. Gaskets shall conform to ASTM F 477. C. Ductile Iron Piping: 1. Ductile Iron Pipe and Fittings: Ductile -iron pipe shall conform to ANSI /AWWA C151/A21.51, Pressure Class 350. Fittings shall conform to AWWA C110 /A21.10 or AWWA C153/A21.53. Fittings with push -on joint ends shall conform to the same requirements as fittings with mechanical -joint ends, except that the bell design shall be modified, as approved, for push -on joint. Fittings shall have pressure rating at least equivalent to that of the pipe. Ends of pipe and fittings shall be suitable for the joints specified hereinafter. Pipe and fittings shall have cement - mortar lining conforming to AWWA C104/A21.4, standard thickness. 2. Ductile Iron Joints and Jointing Materials: a. Joints, general: Joints for pipe and fittings shall be push -on joints or mechanical joints except as otherwise specified in this paragraph. Joints shall be mechanical - joints where indicated. Joints shall be flanged joints where indicated. b. Push -on joints: Shape of pipe ends and fitting ends, gaskets, and lubricant for joint assembly shall conform to AWWA C111 /A21.11 c. Mechanical joints: Dimensional and material requirements for pipe ends, glands, bolts and nuts, and gaskets shall conform to AWWA C111 /A21.11. 2.2 CONCRETE MATERIALS A. Provide as specified in Section 03300, "Cast -in -Place Concrete." 2.3 MISCELLANEOUS MATERIALS A. Drainage Structures: Pipe -to -wall connections shall be mortared to produce smooth transitions and watertight joints or provided with ASTM C 923 resilient connectors. ASTM C443 or AASHTO Type B gaskets for joint connections. Manhole bases shall have smooth inverts accurately shaped to a semicircular bottom conforming to the inside contour of the adjacent sewer sections. Changes in direction of the sewer and entering branches into the manhole shall have a circular curve in the manhole invert of as large a radius as the size of the manhole will permit. 1. Precast Concrete Structures a. Precast concrete catch basin Type 1 shall conform to IDCS Standard Plan DS -25. b. Precast concrete catch basin Type 2 shall conform to IDCS Standard Plan DS -22. c. Precast concrete manholes shall conform to IDCS Standard Plan SS -6. 76284.50 02630 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY .ADDITION SECTION 02630 STORM DRAINAGE A. Section includes: Requirements for piping materials and appurtenances, installation and testing for storm drainage. B. Related Sections: Section 02302, "Excavation, Backfilling and Compacting for Utilities." 1.2 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Association Of State Highway And Transportation Officials ( AASHTO): 1. AASHTO M105 (1990) Gray Iron Castings 2. AASHTO M252 (1993) Corrugated Polyethylene Drainage Tubing 3. AASHTO M294 (1993) Corrugated Polyethylene Pipe, 12- to 36 -inch diameter. C. American Concrete Pipe Association (ACPA): 1. ACPA 01 -102 (1988) Concrete Pipe Handbook 2. ACPA 01 -103 (1990) Concrete Pipe Installation Manual D. American Society For Testing And Materials (ASTM): 1. ASTM A 48 (1993) Gray Iron Castings. 2. ASTM A 760/A 760M (1995) Corrugated Steel Pipe, Metallic — Coated for Sewers and Drains. 3. ASTM A 798/A 798M (1995) Installing Factory -Made Corrugated Steel Pipe for Sewers and Other Applications. 4. ASTM A 849 (1995) Posted - Applied Coatings, Pavings, and Lining for Corrugated Steel Sewer and Drainage Pipe. 5. ASTM B 788 (1994) Installing Factory -Made Corrugated Aluminum Culverts and Storm Sewer Pipe. 6. ASTM C 76 (1994) Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. 7. ASTM C 270 (1994) Mortar for Unit Masonry. 8. ASTM C 361 (1996) Reinforced Concrete Low -Head Pressure Pipe. 9. ASTM C 443 (1994) Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets. 10.1ASTM C 476 (1991) Grout for Masonry. 11.ASTM C 923 (1994) Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals. 12.ASTM D 1056 (1991) Flexible Cellular Materials, Sponge or Expand Rubber. 13.ASTM D 2321 (1989) Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications. 14.ASTM D 3034 (1994) Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. 76284.50 02630 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 15.ASTM D 3212 16.ASTM F 477 E. Washington State Department of Transportation (WSDOT): 1. SS -1 (2002) Standard Specifications for Road, Bridge and Municipal Construction. 2. SP -1 Standard Plans for Road, Bridge and Municipal Construction. F. City of Tukwila 1. IDCS (1996) Infrastructure Design and Construction Standards 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE (1992) Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. (1993) Elastomeric Seals (Gaskets) for Joining Plastic Pipe. A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Submit Manufacturer's Catalog Data for piping including fittings and jointing materials. 2. Submit manufacturer's standard drawings or catalog cuts for Precast concrete manholes and catch basins Manhole ring and cover and catch basin frame and grate. 3. Submit manufacturer's catalog data for trench drains. 4. Submit certificates attesting that tests set forth in each applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publications. Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type, class, grade and size of material as is being provided for the project. 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery and Storage: 1. Piping: Inspect materials delivered to site for damage; store with minimum of handling. Store plastic piping and jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris. 2. Metal Items: Check upon arrival; identify and segregate as to types, functions, and sizes. Store off the ground in a manner affording easy accessibility and not causing excessive rusting or coating with grease or other objectionable materials. 3. Cement, Aggregates, and Reinforcement: Store as specified in Section 03300, "Cast -in -Place Concrete." B. Handling: Handle pipe, fittings, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Carry, do not drag pipe to trench. PART 2 - PRODUCTS 2.1 PIPELINE MATERIALS A. Watertight High Density Polyethylene Corrugated (HDPE) Pipe with Intergrally Formed Smooth Waterway (for pipes 12" diameter and larger): 76284.50 02630 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF .FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE 1. Corrugations may be either annular or spiral. All sizes shall conform to the AASHTO classification "Type D." Pipe manufactured for this specification shall comply with the requirements for test methods, dimensions, and markings found in AASHTO Designations M252 and M294. Pipe and fittings shall be made from virgin PE compounds that conform with the requirements of cell. class 324420C as defined and described in ASTM D3350. The fittings shall not reduce or impair the overall integrity or function of the pipe line. Fittings may be either molded or fabricated. Only fittings supplied or recommended by the pipe manufacturer shall be used. Pipe and fittings shall be gasketed with gaskets meeting the requirements of ASTM F477. B. PVC Plastic Pipe and Fittings: ASTM D 3034, shall be SDR 35, having ends adaptable for elastomeric gasket joints. 1. Joints and Jointing Material for PVC Plastic Piping: Joints shall conform to ASTM D 3212. Gaskets shall conform to ASTM F 477. C. Ductile Iron Piping: 1. Ductile Iron Pipe and Fittings: Ductile -iron pipe shall conform to ANSI /AWWA C151/A21.51, Pressure Class 350. Fittings shall conform to AWWA C110 /A21.10 or AWWA C153/A21.53. Fittings with push -on joint ends shall conform to the same requirements as fittings with mechanical -joint ends, except that the bell design shall be modified, as approved, for push -on joint. Fittings shall have pressure rating at least equivalent to that of the pipe. Ends of pipe and fittings shall be suitable for the joints specified hereinafter. Pipe and fittings shall have cement - mortar lining conforming to AWWA C104/A21.4, standard thickness. 2. Ductile Iron Joints and Jointing Materials: a. Joints, general: Joints for pipe and fittings shall be push -on joints or mechanical joints except as otherwise specified in this paragraph. Joints shall be mechanical- joints where indicated. Joints shall be flanged joints where indicated. b. Push -on joints: Shape of pipe ends and fitting ends, gaskets, and lubricant for joint assembly shall conform to AWWA C111 /A21.11 c. Mechanical joints: Dimensional and material requirements for pipe ends, glands, bolts and nuts, and gaskets shall conform to AWWA C111 /A21.11. 2.2 CONCRETE MATERIALS A. Provide as specified in Section 03300, "Cast -in -Place Concrete." 2.3 MISCELLANEOUS MATERIALS A. Drainage Structures: Pipe -to -wail connections shall be mortared to produce smooth transitions and watertight joints or provided with ASTM C 923 resilient connectors. ASTM C443 or AASHTO Type B gaskets for joint connections. Manhole bases shall have smooth inverts accurately shaped to a semicircular bottom conforming to the inside contour of the adjacent sewer sections. Changes in direction of the sewer and entering branches into the manhole shall have a circular curve in the manhole invert of as large a radius as the size of the manhole will permit. 1. Precast Concrete Structures a. Precast concrete catch basin Type 1 shall conform to IDCS Standard Plan DS -25. b. Precast concrete catch basin Type 2 shall conform to IDCS Standard Plan DS -22. c. Precast concrete manholes shall conform to IDCS Standard Plan SS -6. 76284.50 02630 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Masonry Materials: Shall conform to the following specifications and other requirements specified hereunder. 1. Mortar: ASTM C 270, Type M. 2. Grout: ASTM C 476. Z C. Metal Items: ,- Z ILI 1. Frame and cover for manholes and catch basins shall conform to IDCS W Standard Plan SS -8. 6 D 2. Catch Basin Type 1 and 2 Frame and Grate shall conform to IDCS U A Standard Plan DS -3. 3. Manhole Steps: Manhole steps shall conform to IDCS Standard Plan COW DS -3. Aluminum steps or rungs will not be permitted. Steps are not Ul H required in manholes less than 4 feet deep. D. Area Drain: Area drains shall be as manufactured by Nyloplast, USA, w 12 inch drain basin, or other approved equal. The area drain shall be manufactured from PVC pipe stock, utilizing a thermo - molding process to g r reform the pipe stock to the finished configuration. The drainage pipe u.< connection stubs shall be manufactured from PVC pipe stock and formed to N provide a watertight connection with the piping system specified. Joint = W tightness shall conform to ASTM D3212. The pipe connection stubs shall Z M be joined to the main body of the area drain utilizing a watertight, — gasketed, swedged -type connection. The pipe stock used to manufacture 1-0 O the main body and pipe stubs of the area drains shall meet ASTM D 3034. W The swedge gasket material and the gaskets used to form the connecting 2 D joint with the pipe stub shall meet the requirements of ASTM F 477. Do Area drains shall meet the mechanical property requirements for CO fabricated fittings as described in ASTM F 794, ASTM F 949, and ASTM F C11— 1336. The grates furnished for all area drains shall be cast iron and shall be made specifically for each fitting. Grates for 12" and larger = U area drains shall be capable of supporting H -20 wheel loading and H r- suitable for use in pedestrian areas. Metal used in the manufacture of — p the castings shall conform to ASTM A 48 class 30B for gray iron. The Z castings shall be furnished with a black paint. W N U = E. Mechanical Couplings: As specified in Section 02510, "Water 0 F- Z F. Restrained Joints: Megalug or approved equal. Suitable for use with existing ductile or cast iron piping. PART 3 - EXECUTION 3.1 INSTALLATION OF PIPELINES AND APPURTENANT CONSTRUCTION A. General Requirements for Installation of Pipelines: These requirements shall apply to pipeline installation except where specific exception is made under paragraph entitled "Special Requirements." 1. Earthwork: Perform earthwork operations in accordance with Section 02302, "Excavation, Backfilling and Compacting for Utilities." 2. Pipe Laying and Jointing: Inspect each pipe and fitting before and after installation; remove those found defective from site and replace with new. Provide proper facilities for lowering sections of pipe into trenches. Lay pipe with the bell ends in the upgrade direction. Adjust spigots in bells to produce a uniform space. Blocking or wedging between bells and spigots will not be permitted. Replace by one of the proper dimensions any pipe or fitting that does not allow sufficient space for proper calking or installation of joint material. At the end of each work day, close open ends of pipe temporarily with wood blocks or bulkheads. Provide batterboards not 76284.50 Distribution." MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE 02630 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE more than 25 feet apart in trenches for checking and ensuring that pipe invert elevations are as indicated. Laser beam method may be used in lieu of batterboards for the same purpose. B. Special Requirements: 1. Installation of PVC Plastic Piping: Install pipe and fittings in accordance with the "General Requirements for Installation of Pipelines" and with the requirements of ASTM D 2321 for laying and joining pipe and fittings. Make joints with the gaskets specified for joints with this piping; assemble in accordance with the requirements of ASTM D 2321 for assembly of joints. Make joints to other pipe materials in accordance with the recommendations of the plastic pipe manufacturer. 2. Installation of Ductile -Iron Piping: Unless otherwise specified, install pipe and fittings in accordance with paragraph entitled, "General Requirements for Installation of Pipelines" of this section and with the requirements of AWWA C600 for pipe installation, and joint assembly. a. Make push -on joints with the gaskets and lubricant specified for this type joint and assemble in accordance with the applicable requirements of AWWA C600 for joint assembly. Make mechanical- joints with the gaskets, glands, bolts, and nuts specified for this type joint; assemble in accordance with the applicable requirements of AWWA C600 for joint assembly and the recommendations of Appendix A to AWWA C111 /A21.11. 3. Installation of HDPE Pipe: Install in accordance with ASTM D 2321 and the manufacturer's recommendations. 4. Concrete Work: Perform cast -in -place concrete work in accordance with Section 03300, "Cast -in -Place Concrete." C. Trench Drain: Install trench drain in accordance with manufacturer's recommendations. D. Area Drains: Install in accordance with manufacturer's recommendations. E. Mechanical Couplings: As specified in Section 02510, "Water Distribution." F. Restrained Joints: In accordance with manufacturer's recommendations. 3.2 FIELD QUALITY CONTROL A. Field Tests and Inspections: The Contractor shall perform field tests and provide labor, equipment, and incidentals required for testing. Be able to produce evidence, when required, that each item of work has been constructed properly in accordance with the drawings and specifications. B. Pipeline Testing: Check each straight run of pipeline for gross deficiencies by holding a light in a manhole; it shall show a practically full circle of light through the pipeline when viewed from the adjoining end of line. 1. Leakage Tests: Test lines for leakage by either infiltration tests or exfiltration tests. Prior to testing for leakage, backfill trench up to at least the lower half of pipe. When necessary to prevent pipeline movement during testing, place additional backfill around pipe sufficient to prevent movement, but leaving joints uncovered to permit inspection. When the water table is 2 feet or more above top of pipe at upper end of pipeline section to be tested, measure infiltration using a suitable weir or other acceptable device. When the water table is less than 2 feet above top of pipe at upper end of pipeline section to be tested, make exfiltration test by filling the 76284.50 02630 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE line to be tested with water so that the head will be at least 4 feet above top of pipe at upper end of pipeline section being tested. Allow filled pipeline to stand until the pipe has reached its maximum absorption, but not less than 4 hours. After absorption, re- establish the head and measure amount of water needed to maintain this water level during a 2 -hour test period. Amount of leakage, as measured by either infiltration or exfiltration test shall not exceed 500 gallons per inch of diameter per day per mile of pipeline. When leakage exceeds the amount specified, make satisfactory correction and retest pipeline section in the same manner. Correct visible leaks regardless of leakage test results. There shall be no leakage at crossings of swales or ditches for a minimum of 50 feet upstream and downstream of the pipe crossing of the ditch or swale flowline. 2. Deflection Testing: Perform a deflection test on entire length of installed plastic pipeline on completion of work adjacent to and over the pipeline, including leakage tests, backfilling, placement of fill, grading, paving, concreting, and any other superimposed loads. Deflection of pipe in the installed pipeline under external loads shall not exceed 4.5 percent of the average inside diameter of pipe. Determine whether the allowable deflection has been exceeded by use of a pull- through device or a deflection measuring device, a. Pull- through device: This device shall be a spherical, spheroidal, or elliptical ball, a cylinder, or circular sections fused to a common shaft. Circular sections shall be so spaced on the shaft that distance from external faces of front and back sections will equal or exceed diameter of the circular section. Pull- through device may also be of a design promulgated by the Uni -Bell Plastic Pipe Association, provided that the device meets the applicable requirements specified in this paragraph, including those for diameter of the device. Ball, cylinder, or circular sections shall conform to the following: (1) A diameter, or minor diameter as applicable, of 95 percent of the average inside diameter of the pipe; tolerance of plus 0.5 percent will be permitted. (2) A homogeneous material throughout, with a density greater than 1.0 as related to water at 39.2 degrees F, and a surface Brinell hardness of not less than 150. (3) Center bored and through bolted with a 1/4 inch minimum diameter steel shaft having a yield strength of not less than 70,000 pounds per square inch, with eyes or loops at each end for attaching pulling cables. (4) Each eye or loop shall be suitably backed with a flange or heavy washer such that a pull exerted on opposite end of shaft will produce compression throughout remote end. b. Deflection measuring device: Sensitive to 1.0 percent of the diameter of the pipe being tested and accurate to 1.0 percent of the indicated dimension. c. Pull- through device: Pass the pull - through device through each run of pipe, either by pulling it through or flushing it through with water. If the device fails to pass freely through a pipe run, replace pipe which has the excessive deflection and completely retest in same manner and under same conditions as specified. d. Deflection measuring device procedure: Measure deflections through each run of installed pipe. If deflection readings in excess of 4.5 percent of average inside diameter of pipe are obtained, retest pipe by a run from the opposite direction. If retest continues to show a deflection in excess of 4.5 percent of average inside diameter of pipe, remove pipe which has excessive deflection, replace with new pipe, and completely retest in same manner and under same conditions. 02630 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 S . f. . i fi-0 1 �'.:�..t'�:h=.�.... i. M. `.�.�':'.Y ^ �.+.n.��r �. �wp�: '.1:, "'� 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02630 STORM DRAINAGE e. Warranty period test: Pipe found to have a deflection of greater than 5 percent of average inside diameter when deflection test is performed just prior to end of one-year warranty period shall be replaced with new pipe and tested as specified for leakage and deflection. END OF SECTION 02630 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: Requirements for materials, placement and testing of base course under all roads, drives, pavements and walks. 1.2 REFERENCES MUSEUM OF FLIGHT - LOBBY .ADDITION SECTION 02722 GRADED CRUSHED AGGREGATE BASE COURSE A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. B. American Society for Testing and Materials (ASTM): 1. ASTM D 1556 (1990) Density and Unit Weight of Soil in Place by the Sand -Cone Method 2. ASTM D 1557 (1991) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft- lbf /ft) 3. ASTM D 2922 (1996) Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth) 4. ASTM D 3017 (1996) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) C. Washington State Department of Transportation (WSDOT): 1. SS -1 (2002) Standard Specifications for Road, Bridge and Municipal Construction. 1.3 SUBMITTALS A. Submit the following in accordance with Section 01330, "Submittal Procedures." 1. Factory Test Reports: Submit test .reports for gradation of base course material taken at the source. 2. Field Test Reports: Submit test results for smoothness, density and thickness of in -place base course. 1.4 DELIVERY AND STORAGE A. Inspect materials delivered to site for damage and store as to prevent segregation and contamination. 1.5 WEATHER LIMITATIONS A. Do not construct base course when atmospheric temperature is below 35 degrees F or when rainfall or other weather conditions detrimentally affect the quality of the finished course. 1.6 CONSTRUCTION EQUIPMENT A. Equipment shall be dependable and adequate for the purpose intended. Maintain equipment in satisfactory and safe operating condition. Subject to approval, special equipment dictated by local conditions may be used. Calibrated equipment, such as scales, batching equipment, spreaders, and similar items, shall have been recalibrated by an approved calibration laboratory within 12 months of commencing work. 76289.50 02722 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 2 - PRODUCTS 2.1 MATERIALS A. Aggregates: Provide base course in accordance with applicable requirements of SS -1 except where specified otherwise. Materials for Base Course shall be as specified in Section 9- 03.9(3), "Crushed Surfacing, Top Course and Keystone," of SS -1. Material shall be provided by a WSDOT approved source for the material specified. PART 3 - EXECUTION 3.1 BASE COURSE A. Construct the graded aggregate base course on a previously constructed subbase course, as indicated. Provide line and grade stakes for control. Place grade stakes in lanes parallel to the centerline of areas to be paved and space for string lining or other control methods. The base course shall consist of aggregate processed, deposited, spread, and compacted on a prepared surface. The Contractor shall be responsible for protection of completed areas against detrimental effects. Recondition, reshape, and recompact areas damaged by freezing, rainfall, or other weather conditions. 3.2 PLACING A. Do not dump materials in piles, but place on prepared subbase in layers of uniform thickness with a spreader. When a compacted course 6 inches in thickness is required, place material in a single layer. When a compacted course in excess of 6 inches is required, place material in layers of equal thickness. Do not exceed 6 inches or have less than 3 inches in thickness for any compacted layer. Place layers so that when compacted, they will be true to grades or levels required with the least possible surface disturbance. Where the base course is constructed in more than one layer, clean previously constructed layers of loose and foreign matter. Maintain material water content during the placing period to obtain the compaction specified. Make adjustments in placing procedures or equipment to obtain true grades, to minimize segregation and degradation, to reduce or increase water content, and to insure a satisfactory base course. 3.3 COMPACTING AND FINISHING A. Immediately following the placing, spread the finished mixture uniformly in a layer and bring to optimum moisture content. The loose thickness and the surface of the layer shall be such that the specified density and the required thickness shall be obtained after compaction. Compact the layer with steel- faced, vibrating or pneumatic -tired rollers, or other suitable compacting equipment or combinations thereof. Continue compacting until the layer is compacted through the full depth to a field density of at least 98 percent of the ASTM D 1557 maximum density when tested in accordance with ASTM D 1556 or ASTM D 2922 and ASTM D 3017. In areas not accessible to rollers or compactors, compact the mixture with mechanical hand tampers. If the mixture is excessively moistened by rain, aerate by blade graders, or other suitable equipment. Aerate until the moisture content of the material is that needed to obtain the required density. Finish the surface of the layer by a combination of rolling and blading. Final surface shall be smooth and free from waves, irregularities, and ruts or soft yielding spots. 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02722 GRADED CRUSHED AGGREGATE BASE COURSE 02722 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.4 PROOF ROLLING MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02722 GRADED CRUSHED AGGREGATE BASE COURSE A. In addition to compacting the base course, proof roll the top surface of the completed base course by making four coverages with a heavy rubber - tired roller having four tires with each tire loaded to 30,000 pounds or more and inflated to at least 150 psi. A coverage is defined as one application of one tire print over each point in the surface of the designated area. When under the action of the proof rolling, the base course yields, pumps, or otherwise fails, remove, replace with suitable materials, and recompact materials in the base course or in the underlying layers indicated to be unsatisfactory. The speed of the roller shall not exceed 5 miles per hour. Obtain approval upon completion of the proof rolling of the base course. 3.5 FINISHING AT EDGES OF BASE COURSE A. Place earth or other approved materials along the edges of the base course in such quantity that it will compact to the thickness of the course being constructed. When the course is being constructed in two or more layers, place material to the thickness of each layer. In each operation, allow at least a one foot width of the shoulder to be rolled and compacted simultaneously with the rolling and compacting of each layer. 3.6 FIELD QUALITY CONTROL A. Approve materials and material sources in advance of the use of such materials in the work. Replace base where samples are removed. B. Testing 1. Smoothness Tests: Test with a 10 foot straightedge, applied parallel with and at right angles to the center line of the paved area. Correct deviations in the surface in excess of 3/8 inch by loosening, adding or removing material, reshaping, watering, and compacting. The smoothness requirements specified herein apply only to the top layer when base course is constructed in more than one layer. 2. Field Density Tests: ASTM D 1556 or ASTM D 2922 and ASTM D 3017. Take one test for each 500 square yards of each layer of base course. 3. Laboratory Density Tests: In accordance with ASTM D 1557. Provide one test for each source and additional tests as specified for each source change. 4. Thickness Tests: Measure thickness of base course at intervals such that there will be a depth measurement for at least each 500 square yards of complete base course. Make depth measurements by test holes, at least 3 inches in diameter, through the base course. Where base course deficiency is more than 1/2 inch, correct by scarifying, adding mixture of proper gradation, reblading, and recompacting. The average thickness is the average of the depth measurements and shall not underrun the thickness indicated. 3.7 MAINTENANCE A. After construction is completed, maintain the base course throughout, except where portion of the succeeding course is under construction thereon. Maintenance includes drainage, rolling, shaping, and watering, as necessary, to maintain the course in proper condition. Correct deficiencies in thickness, composition, construction, smoothness, and density, which develop during the maintenance, to conform to the requirements specified herein. Maintain sufficient moisture by light sprinkling with water at the surface to prevent a dusty condition. 76284.50 02722 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76284.50 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 02722 GRADED CRUSHED AGGREGATE BASE COURSE END OF SECTION 02722 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 A. The work of this Section includes, but is not limited to, the following: furnishing and installing new irrigation lines, valves and heads, connections to existing irrigation mainlines and laterals, trenching and backfill, furnishing and installing all labor, equipment, and items noted on drawings and specified herein; balancing and testing of system. Work also includes review of operation of existing system, and repair and adjustments to existing irrigation system where noted on plans and where impacted or damaged by Phase Al and Lobby Expansion construction activities. 1.2 RELATED WORK SPECIFIED ELSEWHERE 1.3 QUALITY ASSURANCE A. The work of this section shall be performed by a company which specializes in the type of irrigation installation required for this project, with a minimum of 5 years of documented successful experience and shall be performed by skilled, experienced workmen. 1.4 INSPECTION OF CONDITIONS A. Examine related work and project site before starting work of this Section. Report to the Landscape Architect, in writing, conditions which will prevent the proper execution of this work. Beginning the work of this section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of conditions. Any required removal, repair, or replacement of work caused by unsuitable conditions shall be done by Contractor at no additional cost to Owner. 1.5 CODES, RULES AND SAFETY ORDERS A. All work and materials to be in full accordance with latest rules, regulations, and safety orders of Division of Industrial Safety; the Uniform Plumbing Code published by the Western Plumbing Officials' Association; The State and Local Electrical Code and other applicable laws or regulations. Nothing in these drawings or specifications is to be construed to permit work not conforming to these codes. Should the Construction Documents or instructions be at variance with these rules and regulations, notify Landscape Architect for instructions before proceeding with the work affected. 24944.30 SCOPE OF WORK Section 02200 Section 02510 Section 02900 Division 15 Division 16 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION Earthwork Water Distribution Planting, Seeding, and Sodding Mechanical Electrical 02810 -1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 When the specifications and /or drawings call for or describe materials, workmanship or construction of a better quality, higher standard or larger size, these specifications and /or drawings shall take precedence over the above rules, regulations, or codes. Furnish and maintain all warning signs, shoring, barricades, red lanterns, etc., as required by the Safety Orders of the Division of Industrial Safety, and local ordinances. Take care to protect open trenches and pits. 1.6 PERMITS AND FEES A. Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Arrange inspections if required by local agencies and ordinances during the course of construction. 1.7 ELECTRICAL WORK A. All electrical work by Washington State Licensed Electrical Contractor. Obtain and pay for electrical permit if required. 1.8 APPROVAL A. Whenever the terms "approve," "approval," or "approved" are used in the Specifications, they mean approval of Owner's representative or Landscape Architect in writing. 1.9 SUBMITTALS A. No more than 30 days after award of contract, and at least 30 days prior to the start of work, submit the following data for products not specified by manufacturer (i.e., piping, wire) and products submitted for approval as equal: 1. Manufacturer's descriptive data including operating characteristics, operating pressures, pressure losses, materials used in products, test certificates, special features, guarantees, and other data required to completely describe the product. All information submitted for approval as equal shall be submitted on standard CSI substitution request form available from the office of the .landscape architect. If the same substitute items were approved during Phase Al, by the same Contractor, just submit the CSI substitution request form, without accompanying manufacturer's literature. 2. Samples of the proposed substitution when requested by Landscape Architect. Samples will be returned to Contractor whether or not approval is given. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor will be required to remove such materials from the site at his own expense. 4. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the Drawings 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION 02810 -2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION and Specification on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record (As- built) Irrigation Drawings: 1. Contractor shall furnish record drawings of the complete irrigation system installed and adjusted under this contract, including adjustments and tie ins with existing system and controllers in accordance with the General and Special Conditions. A full size field copy of record are to be on site at all times during the construction so that Contractor can make a daily record of all work installed. 2. Actual location of hidden items including sleeves, valves, stub outs, manual drains, shut -off valves shall be shown on the prints by dimensions from easily identified permanent features, such as buildings, curbs, fences, walks or property lines. Note which controller controls each zone in new construction or repair of existing. Drawings shall show approved manufacturer's name and catalogue number. The drawings shall be to scale and all indications shall be neat. These prints will be observed by the Landscape Architect throughout the course of work. 3. After testing and approval of mainlines and laterals for cover -up, all information noted on the prints shall be transferred to the sepia with all indications recorded in a neat, orderly way by Contractor. The record sepia shall be turned over to the Landscape Architect for review at or before the Provisional Review (punch list) of the Project. 4. At time of final review of the completed installation, the Contractor shall have completed revisions to the Landscape Architect's satisfaction. Final record drawings (indicating all changes, the contractor's name, address, phone and date) ready to turn over to the Owner for recording purposes; this shall be accomplished prior to final payment. C. Operations and Maintenance Manual: (Note: If Contractor for this contract is same as for Phase Al work, new additional O &M manuals will not be required, except to submit any new parts or equipment, the manufacturer's warranty information, and the new Contractor guarantee /warranty information for this work.) Two manuals, bound in a hardback cover, shall be submitted to the Landscape Architect for review at or before the provisional review. It shall include as a minimum the following information for all items used on the system. 1. List of authorized distributors and service representatives for each item of irrigation equipment, including names, addresses and phone numbers. 2. Guarantee /warranty certificates for all equipment used and Contractor's written one -year warranty. 3. Instruction manuals for all equipment used. 24944.30 0281.0 -3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 4. Parts lists for each item with exploded views showing part numbers. 5. Complete trouble - shooting guide to common irrigation problems. (Standard Rainbird Publication) 6. Winterization and spring start -up procedures. 7. Chart of approximate times for programming controller zones for watering in spring, summer, and fall. Differentiate by lawn and shrub zones, and by traditional spray and drip zones. 8. A pocket containing blueline prints of the approved sepia record drawings. Prints shall be added at time of final review. 9. 8 -1/2" x 11" copies of all irrigation construction details for the irrigation installation. 10.The controller box keys. 11.Copy of permit and inspection forms. 12.DCVA Test Certification. 13.In addition to the above - mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. D. Maintenance Materials to be Furnished: Supply as a part of this Contract, the following tools: 1. One (1) set of tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. 2. One (1) quick coupler key and matching hose swivels for each type of quick coupling valve installed. 3. One (1) of each type of irrigation head with full range of nozzles for each head (one full nozzle set per head). 1.10 SUBSTITUTIONS 1.11 PROTECTION OF EXISTING CONDITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. Substitution, if any, shall be requested as per SUBMITTALS. Installation of any approved substitution is Contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of Landscape Architect and without additional cost to Owner. No on -site substitutions will be permitted. A. Protect work, adjacent property, public, and be responsible for any damage or injury arising from this contract. Take reasonable care to discourage vandalism. Confine work to areas designated. Do not disturb natural vegetation outside of project limit lines. Protect all trees and shrubs within project limits not designated to be removed. Repair or replace vegetation damaged as a result of Contractor's operations to satisfaction of Owner at Contractor's expense. 24944.30 Be cognizant of all utility lines and underground obstructions. Be familiar with all utility, irrigation, mechanical, and electrical plans so that digging / drilling operations do not damage lines. Should utilities or other work not shown on the plans be found during 02810 -4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 excavations, Contractor shall promptly notify Landscape Architect. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown on plans. Replace or repair at Contractor's expense any existing building, equipment, underground utilities, walks, stairs, and /or forms damaged as a result of Contractor's operations in a manner satisfactory to the Owner before final payment is made. B. Existing Irrigation System: Existing irrigation system for landscape areas outside of work limits for this contract must remain operable between April 1 and October 30 Contractor is responsible for maintaining the viability of this system throughout construction. Notify owner in advance if temporary disruption of service is required for construction activities. Contractor is responsible for replacement of existing lawn and plantings that may perish due to disruption of the irrigation system, to the satisfaction of the owner. 1.12 PRODUCT HANDLING A. Protect work and materials under this Section from damage during construction and storage. Protect polyvinyl chloride (PVC) pipe and fittings from direct sunlight. Beds on which pipe is'stored must be full length of pipe. Do not use any pipe or fitting that has been damaged, dented, or rusted. 1.13 JOB CONDITIONS A. Electrical: Extend wiring from existing controllers out to proposed valve locations in conformance with reference codes. Make repairs to existing wiring as required to achieve full operation of system, per plans and specs. 1.14 SITE REVIEWS AND TESTS A. Submit verbal requests for SITE REVIEWS to Landscape Architect at least 48 hours prior to anticipated review. Do not request testing until satisfied that work will pass test. 1.15 CLEAN UP MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. Keep all areas of work clean, neat, and orderly at all times. Keep paved areas clean during installation by sweeping daily. Clean up and remove all debris from entire work area prior to Final Acceptance to satisfaction of Landscape Architect. 24944.30 02810 -5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.16 PROVISIONAL REVIEW (PUNCH LIST) A. Upon completion of all irrigation and other work (if any) required under this contract, the Contractor shall request a provisional review. No partial approvals will be given. 1.17 FINAL REVIEW /ACCEPTANCE A. The Contractor shall request a final review upon satisfactory completion .of all punch list items and any other work required under this contract. Final review and acceptance of the work shall establish the beginning of the warranty period. 1.18 GUARANTEE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. In addition to manufacturer's guarantees or warranties, all new work, equipment and parts shall be guaranteed for one year from the date of Final Acceptance against defects in material, equipment, and workmanship by Contractor. Guarantee that the existing parts of the system impacted by construction are operating at or above the level prior to start of work this phase. No further guarantee for operation of the existing system is required. Guarantee shall also cover repair of damage to any part of the premises (including planting) resulting from leaks, settlement or other defects in materials, equipment, and workmanship to the satisfaction of the Owner. B. A copy of the guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be retyped onto the Contractor's letterhead and contain the following Information: Guarantee For Sprinkler Irrigation System 24944.30 We hereby guarantee that the new portions of the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the .Drawings and Specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defects in material or workmanship in new work which may develop during the, period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements make at our expense and we will pay the costs and charges therefore upon demand. PROJECT: SIGNED: 02810 -6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 Contractor LOCATION: ADDRESS: DATE OF ACCEPTANCE: PHONE: PART 2 PRODUCTS 2.1 GENERAL MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. Material and equipment of types and sizes shown on drawings, details or as specified. Material used in new work shall be new and in perfect condition. 2.2 PIPE A. General: No substitutions of smaller pipe sizes will be permitted, but substitutions of larger sizes of same type at no extra cost with approval are acceptable. Each length of PVC pipe is to be coded with an identifying extrusion "run" number and•the manufacturer's name or trade name, the pipe size, and schedule or class. B. Polyvinyl Chloride Pipe (PVC): Three -inch diameter and larger: Polyvinyl Chloride (PVC) 1120, 1220, SDR 21.0, Class 200 rubber - gasketed pipe. Pipe shall conform to ASTM D 1784 and ASTM D 2241. Rubber gasket shall conform to ASTM D 1869, and shall be provided by pipe manufacturer. 24944.30 Two and one -half -inch diameter and smaller: Polyvinyl Chloride (PVC) 1120, 1220, SDR 21.0, Class 200, solvent weld, and shall conform to ASTM D 1141. Threaded pipe and nipples: PVC 1120 or 1220, Schedule 80, conforming to ASTM D 1785. C. Galvanized Pipe: Standard wall Schedule 40, hot- dipped galvanized iron or steel pipe, threaded or coupled, which conforms to ASTM A 120. 2.3 FITTINGS A. Rubber Gasketed Pipe (PVC Cl. 200): For connection of 3" and 4" mains to 3" and 4" mains, fittings shall be rubber - gasketed Class 200 PVC as provided by the same manufacturer as the pipe. Fittings shall conform to ASTM D 2466 and ASTM D 2869. 02810 -7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION For connections of 3" and 4" mains to mains 2 -1/2" and smaller to automatic control valves and to quick coupling valves, fittings shall be Schedule 40, PVC solvent weld socket fittings which conform to ASTM D2466. B. Solvent Weld Pipe : (PVC Cl. 200) and Flex PVC Schedule 40, conforming to ASTM D 2466, Type 1, Grades 1 or 2. Pipe may be belled on one end with the dimensions of the tapered bell conforming to ASTM D 2672. Molded fittings manufactured of the same material as the pipe, suitable for solvent weld. Slip fitting socket taper shall be so sized that a dry, unsoftened pipe end can be inserted no more than halfway into the socket. Plastic saddle, flange fittings, and street ells not permitted. C. Other Fittings: For fittings between existing galvanized line and new PVC pipe, see Notes on irrigation plan. 2.4 SOLVENT WELD COMPOUND A. Two -step application with primer and solvent compound as recommended by Pipe Manufacturer. 2.5 VALVE BOXES A. Automatic Control Valve: 11" x 17" black standard box with black locking cover as manufactured by Armor, Carson, or approved equal. Provide extensions as required. One valve box per valve. B. Point of Connection Equipment: Armor or Carson locking Jumbo Box or approved equal. Provide sufficient boxes to enclose all equipment, and extensions as needed to prevent soil from intruding into box. 2.6 PROTECTIVE SLEEVE WITH LOCKING CAPS A. Two -inch diameter Class 200 PVC, length as required. Caps, Rainbird #63100. All drain valves to be enclosed in protective sleeves / locking caps. 2.7 MISCELLANEOUS KEYS A. Provide 1 each of the following keys for each type of new equipment provided in this contract: Manual drain cross - handle key, valve box cover lock key, protective sleeve caps lock key. 2.8 DRAIN VALVES /CHECK VALVES A. Manual Drain Valves: 24944.30 02810 -8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 • All bronze, non - rising stem, globe, or angle valve, 100 psi rating. Champion or approved equal. B. Check Valves: Bronze, 200 psi. rating, with union as accepted. 2.9 CONTROL WIRING A. Copper, insulated single strand, minimum size AWG No. 14, 600 v., UL- approved as Type UF. Common ground shall have white insulating jacket; control wires shall have color other than white. 2.10 SPLICE A. Watertight electrical splices with 3M, Scott's Lock Seal Tack 3567 -78, Pen -Tite PVC socket or Rainbird ST -03 with PT -S5 sealer. 2.11 ELECTRICAL TAPE A. Black plastic, 3/4" wide, spec. grade, min. .007" thick, all- weather type. 2.12 DUCT TAPE A. All- weather cloth tape. 2.13 DRAIN ROCK A. Unfractured rock, 100% passing 1 -1/2" square sieve and 0% passing 3/4" sieve. 2.14 COUPLING VALVES A. Two piece, bronze. Provide three quick coupler keys and three swivel ells. 2.15 CONTROLLER A. Use existing controllers; verify location and operation. 2.16 GATE VALVES A. Gate valves 2 -1/2" and smaller shall be 125 pound SWP bronze gate valve with screw -in bonnet, non- rising steam and solid wedge disc. Red, white, Nibco or approved. 2.17 SLEEVES FOR PIPING UNDER PAVEMENT MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. PVC class 200, sizes as noted, depth as required for piping. 24944.30 02810 -9 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.2 LAYOUT 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION B. Extend piping 12" into planter, plug ends and mark at grade with flag label. C. See Electrical for sleeving and conduit through structure 2.18 MISCELLANEOUS INSTALLATION MATERIALS A. Solvent cement and primers for solvent weld joints shall be of make and type approved by manufacturer(s) of pipe and fittings. Cement shall be maintained at proper consistency throughout use. 2.19 MISCELLANEOUS EQUIPMENT A. Provide all equipment called for by the drawings. PART 3 - EXECUTION 3.1 PREPARATION A. Available Pressure Verification: Prior to the start of any work, verify size, depth and location of water source, and verify available gallonage at required operating pressure at both existing mainline connections used for this contract. B. Discrepancies in Plans: Report to the Landscape Architect any deviations between irrigation drawings and the site. Failure to do so prior to the installing of equipment and resulting in replacing, and /or relocating equipment shall be done at Contractor's expense. A. Lay out work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints, offsets, and all fittings are not shown. Stake the sprinkler irrigation system head locations following the schematic design shown on the plans for approval before the construction begins. Alterations and changes in the layout may be expected in order to conform to the ground conditions and to obtain full and adequate coverage of water. It is understood that corrective measures may become necessary but no changes or alteration in the system as planned shall be made without the prior authorization of the Landscape Architect. Adjust layout as necessary to install around existing work. Where piping is shown to be under paved areas, but running parallel and adjacent to planted area, intention is to install piping in planted areas. Do not install directly over another line in same trench. Install irrigation to avoid proposed tree and shrub locations. 02810 -10 CONSTRUCTION DOCUMENTS APRIL 25, 2003 • • MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION B. Make minor changes to conform to existing irrigation system and ground conditions, and note changes on as -built drawings. 3.3 EXCAVATING AND TRENCHING A. Perform all excavations as required for installation of work included under this Section, including shoring of earth banks, if necessary. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavation, to their original condition. Dig trenches wide enough to allow a minimum of 6" between parallel pipe lines. 1 Trenches shall be excavated for all pipe to provide a minimum depth of cover below finish grade as follows: a) Mainlines: 15" ( Maximum possible depth on structure) b) Lateral (non - pressure) lines: 12" (Maximum possible depth on structure) 2 Excavate to depth required in any material encountered with no extra compensation. Materials unsuitable for bedding of pipe to be removed to depth 4" below trench bottom and replaced with any of the following suitable bedding materials as directed by the Landscape Architect. a) From bottom of trench to specified subgrade: Bedding sand or excavated trench material free of material which might damage the pipe, including rocks, roots, trash, sticks, debris, or other sharp objects over 1" in diameter. b) From subgrade to finish grade: Import Topsoil, depth and type as specified in Section 02900, Landscaping. c) For work within existing Grasscrete area: Minimize removal and disruption of existing Grasscrete as possible. Where Grasscrete need be removed, save materials and replace to match existing installation and grades, including installation and compaction of base materials, sand fill and seeding. 3. The top 4" of topsoil, when such exists, shall be kept separate from subsoil and shall be replaced as the top layer when backfill is made. 24944.30 Exercise care when excavating trenches near existing trees and shrubs. Where roots are 2" and greater in diameter, except in the direct path of the pipe, hand excavate and tunnel. When large roots are exposed, wrap with heavy burlap for protection and to prevent excessive drying. Trenches dug by machines adjacent to trees having roots 2" and less in diameter shall have the sides hand trimmed, making a clean cut of the roots. All roots 1/2" and greater in diameter that are cut and trimmed shall be treated with an approved tree wound dressing. Trenches having exposed tree roots shall be backfilled within 24 hours unless adequately protected by moist burlap or canvas. 02810 -11 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.4 SLEEVING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION A. Install sleeves under all paved and surfaced areas, through walls, and as required to facilitate a smooth construction sequence. Extend sleeves as shown on drawings. Coordinate with other trades as required. B. Sleeves to be minimum twice the IPS diameter of insert pipe, and shall extend a minimum of 12" beyond edge of walls, walks, and paving. Plug ends of pipe to prevent soil from entering ends, if backfill is required prior to use. C. Sleeve at depths specified for pipe under EXCAVATING AND TRENCHING. 3.5 PIPE ASSEMBLY A. General: 1. Install pipe in accordance with manufacturer's instructions. 2. Seal all threaded joints with Teflon tape or Rectorseal "Heavy Duty" #100 Virgin Teflon Thread Sealing Paste. 3. Take care not to overtighten metal pipe to PVC fittings. 4. Keep interior of pipes clean and free from dirt, debris, excess solvent, pipe cuttings or burrs, and ream to full diameter. When pipe laying is not in progress, close ends of pipe. B. PVC Pipe: Use two-step solvent weld process only, apply as per manufacturer's recommendations. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld setting and curing. The joints shall be allowed to cure at least 24 hours before pressure is applied to the system. Only factory- threaded Schedule 80 PVC pipe may be connected to a threaded fitting without an adapter. No male PVC adapters permitted. Use only female PVC adapters with schedule 80 PVC nipples (3" minimum length). Snake pipe from side to side of trench bottom to allow for expansion and contraction. C. Galvanized Pipe: Install pipe in accordance with industry standards and manufacturer's recommendations. Paint all piping below grade, including portions of all galvanized risers, with at least one coat of American Tar Company "Carbon Elastic Paint," #2221, or approved, to prevent acid corrosion. Cast fitting need not be painted. Do not add any solvent to the paint. If the paint is too thick, heat without applying direct flame. Care shall be taken to thoroughly paint all male threads. When painting is done before assembly, the paint shall be touched up after assembly. Paint no above- grade portions. 24944.30 02810 -12 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.6 SPRINKLER HEADS A. Rotary and Impact Heads and Quick Couplers: 1. Install on PVC triple swing joint as detailed, made with Schedule 80 PVC threaded fittings. Minimum riser size shall be the iron pipe size of the sprinkler heads or quick coupler. 2. Set all heads perpendicular to finish grade and 6" back from curbs and walks and 12" from buildings unless otherwise noted. B. Fixed Lawn, Shrub Spray Heads and Bubblers: 1. Install on triple swing joint as detailed. Marlex Street Ells are acceptable in lieu of PVC Threaded Ells. 2. Adjust head height as detailed, and set 6" back from pavement, curbs, and buildings and perpendicular to finish grade, unless otherwise noted. 3.7 AUTOMATIC CONTROL VALVES /VALVE BOXES A. Install in approximate locations shown on plan, outside of paved areas and grouped together where possible. Where valves occur adjacent to paved areas, install so that the valve box will be no closer than 12" to paving and perpendicular or parallel to it. Grouped valves shall be spaced evenly to present a neat appearance. 3.8 AUTOMATIC CONTROLLER A. Use existing controllers, per plan. B. Connect remote control valves to controller. Modify existing zone number and sequence chart on controller cover inside lid to conform to new work. Provide photo reduced PMT (8 1/2" x 11 ") of approved as- built, and key zones on plan. 3.9 CONTROL WIRING A. Wiring between automatic controller and automatic control valve shall comply with National Electrical Code, latest edition, and shall have a common neutral, white; and separate control conductor for each valve. All wiring in building to be in conduit. B. Splices will be permitted only at junction boxes, valve boxes, or at control equipment. A minimum of 2" of excess conductor shall be left at 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION Enclose all valves in valve boxes, except drain valves which are to be enclosed in protective sleeves with locking caps. Valve box extensions may be required. Install as per detail. Valve bonnet packings and bolts shall be checked and tightened. Provide sufficient room to service all equipment and take particular care to adjust valves to flush with finish grade. 02810 -13 CONSTRUCTION DOCUMENTS APRIL 25, 2003 C. Control wires are to be taped together at 5' intervals with electrical tape, then this bundle is to be taped to the bottom of the main (supply) line at 10' intervals with at least one full wrap of duct tape. Tie a loose 20" loop in all wiring at changes of direction greater than 30 degrees. Untie all loops after all connections have been made. At Contractor's option, the control wire may be placed to the side of the main rather than below as indicated above, provided that the wire is not installed above the top of the main nor more than 8" from the side of the main. The bundle of control wires shall be taped together at 5' -0" intervals. Sleeve all control wire that does not run with main line. D. Run one unconnected continuous spare control wire (orange color) through each intermediate valve box (with loop) between controller and furthest automatic control valve. E. When backfilling around valve box, make sure that spare wire splices and excess conductor are exposed in valve box. 3.10 BACKFLOW PREVENTER /IRRIGATION METER A. Install in location shown on drawings as detailed and in accordance with manufacturer's recommendations and codes and ordinances. Provide sufficient clearance for servicing backflow preventer and meter. Use box extensions from finish grade to 6" below backflow preventer, and clean out all soil from valve box. 3.11 FLUSHING A. Mains: Two full -open flushings; one prior to placement of valves, the second after placement of valves and quick coupler and prior to hydrostatic testing. B. Laterals: One fully open flushing prior to placement of sprinkler heads and /or drain valves. 3.12 TESTING A. General: 1. To be valid, all tests must be performed under the direction of the Landscape Architect. 2. If any part of the irrigation system is backfilled before testing or inspection, it must be completely uncovered and exposed until approved for backfilling. 3. Contractor shall furnish a pressure gauge mounted on a quick coupler valve key for testing at location directed by Landscape Architect. Pressure gauge shall marked in increments of 1 psi. 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION all splices, terminal and control valves to facilitate inspection and future splicing. Encapsulate all splices with approved sealants. 02810 -14 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Preparation: 1. Prior to request for preliminary testing, accomplish the following: a) Install all piping, valves, and other equipment, except sprinkler heads. b) Cap all risers except first riser downstream from valve on each lateral. c) Purge all air from mainlines. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION C. Preliminary Testing: 1. Test of Mains and Valves (new mains and valves): With all valves in place and closed, test at 150 psi minimum for 30 minutes without introduction of additional service or pumping pressure. Lines which show loss of pressure exceeding 5 psi at the end of specified test period shall be rejected. 2. Test of Mains and Valves (existing and modified mains and valves): With all valves in place and closed, test at 80 psi minimum for 30 minutes without introduction of additional service or pumping pressure. Lines which show loss of pressure exceeding 5 psi at the end of specified test period shall be rejected. 3. Test of Laterals: Purge all air from laterals and cap all risers. Open lines will be inspected visually. Lines which evidence visible leakage shall be rejected. 4. Rejected systems or portions of systems shall be repaired and retested until approved. Do not request retest until satisfied that system will pass testing requirements. 3.13 BACKFILL AND COMPACTION A. Backfill: 1. After placement of tubing, connection to rigid PVC supply and exhaust headers, initial system flushing, installation of the line flushing valve testing, inspection and approval, backfilling can begin with specified backfill. Backfill when PVC pipe is not in an expanded condition due to heat or pressure. Cooling the pipe can be accomplished by operating the system a short time or by backfilling in the early part of the morning. 2. The top 6" of soil shall be replaced original topsoil with all rocks, and sticks removed. 3. See paragraph 3.3 this section for backfill in existing Grasscrete areas. B. Compaction: 1. Trenches shall be thoroughly water settled. No sluicing will be permitted. Trenches shall be backfilled uniform flush with the surrounding grade, raked and rolled with a 260 -1b. roller. 2. Trenches or tunnels under roads or paved areas shall be backfilled and tamped with a mechanical tamper in successive 6" lifts. 3. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 95% density under pavements, 85% under 24944.30 02810 -15 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.14 CLEAN -UP MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02810 IRRIGATION planted areas. Dress all areas to surrounding finish grades to provide smooth even grades throughout with no abrupt transitions. A. A general cleanup shall be made immediately after and as part of all work done under this contract. Remove all roots, rocks and debris from site, and sweep and wash spotlessly clean all walks, pavement and steps. 3.15 PROVISIONAL REVIEW (PUNCH LIST) A. Request provisional review at time of completion of all work required under contract (including work from other sections, if any). No reviews will commence without as -built drawings. In the event the contractor calls for an inspection without as -built drawings, without completing previously noted corrections, or without preparing the system for inspection, he shall be responsible for reimbursing the Architect at the rate of two and one half times the normal office hourly rate per hour portal to portal (plus transportation costs) for the inconvenience. No further inspection will be scheduled until this charge has been paid. Prior to request for provisional review, accomplish the following: 1. Complete all work including balancing, adjusting the system (pressure - reducing valves, flow- adjustment keys, nozzles, etc.) to provide optimum coverage without fogging. 2.•Complete the operations and maintenance* manual for review by Landscape Architect, and record zones on inside controller face. 3. Complete large format xerox or sepia as -built for review by Landscape Architect. 4. Obtain all miscellaneous keys, spare parts and tools required under this contract for review by Landscape Architect and delivery to Owner. 5. Clean out all sediment from valve boxes so that soil level is to bottom of valve, and all wiring (including spare wire) is visible. Repair any settlement as needed. 6. Coverage Check: Remove all valve box covers and operate each zone of the system at direction of Landscape Architect. 7. Correct any items noted on the punch list prior to request for final Review. 3.16 FINAL REVIEW /OWNER ORIENTATION A. At the time of and as part of the final review or at owner- approved time, conduct a training and orientation session for the Owner covering the operation, adjustment and maintenance of the irrigation system. The as built drawings and operations and maintenance manual shall be reviewed and all features explained. The Contractor shall notify the Owner in writing two weeks prior to the training and orientation session. The date and time of the session Shall be subject to approval of the Owner. 24944.30 END OF SECTION 02810 02810 -16 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Install trash receptacle and bike rack (purchased under Phase Al), reinforced grass paving (Alternate Bid Item), pea gravel surfacing and other site improvements as specified and shown on the drawings. B. Provide Owner with complete facilities ready to use for regulation activities excepting only items specifically noted to be "By Owner" C. All work to conform to recommendations and guidelines of all applicable manufacturers, installers and users associations, et al. 1.042 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02870 SITE IMPROVEMENTS A. Submit catalog cut sheets for all specified items, including manufacturer's recommended installation details, and detailed shop drawings for all items requiring fabrication. PART 2 - PRODUCTS 2.1 Reinforced Grass Paving (Alternate Bid Item): A. Grasspave2; color: dark •green. Injection molded version; made of recycled HDPE or equivalent rigid plastic, with integral grid and rings in a square spacing pattern, with rings 2.25" (60 mm) dia. X 1" (25 mm) high, spaced 13 per square foot (144 /sp m), with integral post and eye alignment and interlock system, exhibiting flexibility such as to be folded to 90 degree angle without breaking; as manufactured by: Rings, Inc., 7700 Cherry Creek South Drive, Unit 6, Denver, Colorado, USA 80231, phone (toll free USA and Canada) 1- 800 - 428 -1333, International 303- 696 -1510, and fax (303) 696 -9757. B. Alternates: Products by alternative manufacturers may be accepted, but must be reviewed and approved prior to bidding, with bids submitted in addition to the product described above, and identified as an alternate selection. 2.2 BIKE RACK A. Per Phase Al specifications. 2.3 LITTER RECEPTACLE A. Per Phase Al specifications. PART 3 - EXECUTION 3.1 GENERAL A. Refer to applicable details and plans for layout and installation. 24944.30 02870 -1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Install rigid, plumb and true to lines and levels shown. Stake out all elements called for in this section for approval by Owner or authorized representative. All work of highest quality. C. Unless otherwise indicated, install all equipment specified by name /manufacturer as per manufacturer's recommendations; submit installation procedure to Owner or authorized representative for approval prior to installation. 3.2 REINFORCED GRASS PAVING (GRASS PAVE 2) A. Install sandy gravel base course (CA Class 2) to depth detailed or determined by soils engineer; compact to 901 -95% modified proctor. B. Apply Hydrogrow soil polymer (see section 02900) to base, using a small fertilizer spreader, at rate of 5 lbs. per 1,000 s.f. for sod, or at a rate of 10 lbs. per 1,000 s.f. if to be seeded. Lightly rake to distribute polymer vertically in base material, then re- compact base course. C. Place Grasspave units (with rings up) directly over the sandy gravel base. Use the posts and rings provided to connect the units. If required, use pruning shears or sharp knife to cut web between rings to shape units. "U" shaped pins will be required in sloped areas. D. Complete seeding or sod installation, as specified on plans and in section 02900, Planting, Seeding, and Sodding. 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02870 SITE IMPROVEMENTS END OF SECTION 02870 -2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 • PART 1 - GENERAL 1.1 SCOPE OF WORK 1.2 RELATED WORK SPECIFIED ELSEWHERE 02210 Tree Preservation 02301 Earthwork 1.3 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A. Work includes all materials, equipment, and labor necessary for: subgrade cleanup and preparation under landscape areas, finish grading, planting of trees, shrubs, groundcover, seeding and /or sodding, repair and overseeding of existing lawn,, protection, guarantee, and replacement; and related items necessary to complete the work indicated on the Drawings and / or specified. A. The work of this section shall be performed by a company that specializes in the type of landscape construction and installation required for this Project, with a minimum of 5 years of documented successful experience and shall be performed by skilled workmen thoroughly experienced in the necessary skills. 1. Work shall be performed in cor:pliance with Owner's insurance underwriters' requirements. B. Plant Material: All plant material, Washington grade No. 1 as per State of Washington Department of Agriculture Order Numbers 1229, 1230, and 1322. Quality, size, and condition as determined by standards set forth in the aforementioned Standards and the American Association of Nurserymen Standard ANSI 260.1 -1973. Plant names shall conform to latest edition of "Standardized Plant Names" as adopted by American Joint Committee of Horticulture Nomenclature. C. Fertilizer: Conform to Washington State Department of Agriculture Laws and Federal Specification 0- F -241D pertaining to commercial fertilizers. D. Soil: Conform to USDA soil textural class. 1.4 SUBMITTALS A. Submit the following according the conditions of the construction contract and Division 1 specifications sections. (If Contractor, Product, and Supplier are the same as the approved materials in the Phase Al contract, these submittals may be waived.) B. Submit one gallon sample, soils test results and other requirements as contained in this section for the following products: Bark mulch, Composted mulch, import topsoil, and common fill. C. Submit proposed type and source for sod, and turf seed (if used). 24944.30 02900 -1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING D. Submit 1 gallon sample and sieve analysis of Sand Base Course. 1.5 PRODUCT HANDLING A. All plant material shall be ordered immediately following the award of contract. Contractor responsibilities assuring that seed quantities will, in fact, be as specified at the time of planting. B. Within 30 days after award of contract, submit documentation that all plant material has been secured. 1.6 PROTECTION OF EXISTING CONDITIONS A. Protect work, adjacent property, public, and be responsible for any damage or injury arising from this contract due to actions or neglect. Confine work to areas designated. Do not disturb existing vegetation outside of project limit lines, except where specifically noted on the drawings. Protect all trees adjacent to project limits not designated to be removed. Repair or replace vegetation damaged as a result of Contractor's operation to satisfaction of Owner at Contractor's expense. 24944.30 B. Contractor shall be cognizant of all utility lines and underground obstructions. He shall familiarize himself with all utility, irrigation, mechanical, and electrical plans so that his digging / drilling operations do not damage lines. Repair or replacement by original installer shall be made at Contractor's expense for all existing buildings, equipment, underground utilities, irrigation equipment, paving, surfacing, stairs, and / or forms damaged as a result of Contractor's operations in a manner satisfactory to the Owner before final payment is made. C. Protect plants, roots, balls, and tips at all times from injury in handling, from sun or drying winds from beginning of digging operations, during transportation and on site until final planting. D. Provide all necessary safeguards, as approved and / or required by the Landscape Architect, for the protection of all seeded areas until provisional review / acceptance is accomplished, or for such time as it requires to assure vigorous establishment of the seeded areas. 1.7 FIELD QUALITY CONTROL AND SITE REVIEWS A. Notification: The Contractor shall give 48 hours notice to the Landscape Architect when a site review is desired. B. Required Site Reviews: 1. Rough Grades: Owner's representative will review and accept subgrades in landscape areas prior to placement of topsoil. 2. Finish Grades: Landscape Architect will review and accept finish grade prior to any planting or seeding. 02900 -2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3. Plant Material: Landscape Architect will review and accept all plant material at the site prior to installation. Remove unsatisfactory material from the site immediately. 4. Plant Locations: Landscape Architect will review, adjust and approve plant locations prior to installation. Landscape Architect will direct specific locations for existing, relocated plant material shrubs in the field. 1.8 PROVISIONAL REVIEW (Punch List) MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A. The contractor shall request a provisional review upon completion of all planting and irrigation work required under this contract. Landscape Architect will prepare a punchlist of work to complete and /or correct prior to final review. No partial approvals will be given. 1.9 FINAL REVIEW /ACCEPTANCE A. The Contractor shall request a final review upon satisfactory completion of all punch list items and other work required under this contract. Final review and acceptance of the work shall establish Final Completion of the Work and the beginning of the maintenance and guarantee period. 1.10 GUARANTEE REPLACEMENT A.• Plant Material (New): Guarantee in a healthy, thriving condition all trees and shrubs for one year from date of final acceptance; all groundcover and accent plantings, until active, vigorous growth is evident. During the guarantee period, all dead, diseased, dying, broken or disappeared plant materials from any cause except those noted below shall be replaced immediately by the Contractor at no additional expense to the Owner. Use specified plants and plant as specified; guarantee until active, healthy growth is evident. Should replacement fall due during non - planting season, Contractor may request Owner's permission to defer planting until proper season. If permission is granted, immediately remove and dispose of dead plants, including all roots. Holes shall be backfilled properly with planting mix and finish graded until proper planting season occurs. Plants used for replacement shall be of same kind and size originally planted, and they shall be planted as originally specified. B. Plant Material (Existing /Relocated): No specific guarantee is required, however contractor shall take all reasonable precautions and provide fertilizers, watering and other horticultural care to maintain the materials in a healthy state. Notify owner and Landscape Architect if any of these materials appear to be poor health. C. Lawns: Guarantee all lawns until dense full and healthy, with no weeds or bare spots over 3" square. Reseed, topdress, fertilize and perform any operations required to develop a healthy lush lawn prior to acceptance. 24944.30 02900 -3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING D. Limits of Contractor's Responsibility: During guarantee period, Contractor shall not be responsible for replacing plants destroyed or damaged by vandalism or accidents caused by vehicles other than the Contractor's or Acts of God, provided that Contractor has exercised due care to protect work. PART 2 - PRODUCTS 2.1 SOIL A. Planting Backfill: Import topsoil amended as below with 20 %, 7/8" minus 'CompMulch' compost from Pacific Topsoil, Cedar Grove or other approved source. Pacific Topsoils , Mill Creek, Washington; tel: 1- 800 - 884 -7645. B. Import Topsoil: Screened sandy loam, free draining, max. 20% passing a 200 screen, free of weeds, seeds, sticks, clay lumps, or any other material over 2" in diameter or Pacific Topsoils Winter Mix. Test soil and amend per paragraph 2.O1C. C. Test a representative sample of each specified topsoil mix at Soil and Plant Lab, Inc., (206) 746 -6665 for the following: N, P, K, pH, trace minerals, and percentage of organic material. Request current report recommending amendments, fertilizer, and trace minerals to correct deficiencies, and amend the select topsoil as per report, modifying the basic list of amendments under FERTILIZER, at no additional cost. 2.2 PLANTS A. Quantities, species and varieties, size and condition as shown on planting plan and plant list. Plants to be Washington Grade No. 1 and fresh, well foliaged, in prime condition when in leaf, exhibiting normal habit of growth, having all buds intact and free of disease, injury, insects, insect eggs, larva, indication of strawberry root weevil, all seeds and weed roots. At time of substantial completion, plants must be substantially free of signs of stress and disease. B. All plants shall be from stock which has been acclimated to conditions prevailing at the project and which has been consistently cultivated and grown in these conditions. No cold storage plants; all grafted trees to be grafted at ground level. C. Ball and burlapped (B &B) stock to have a natural ball sufficient to insure survival and healthy growth; bare root (BR) materials to have sufficient root system to insure survival and healthy growth. D. Substitutions are strongly discouraged. No substitutions shall be made without the written approval of the Landscape Architect. Requests for substitutions must be made at the time that documentation of ordered plant material is provided. The substitution request must be accompanied by written proof from at least five sources (major suppliers of the plant) that any plant is not available. 24944.30 02900 -4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 Q J O 0 ND • ul J F=- N � W O (i) W Z � ZI- U uj O — O H W W Hrz L-6 O .. U 0 z 2.3 SEED 2.4 SOD: 2.7 FERTILIZERS AND SOIL AMENDMENTS 24944.30 Trees: Shrubs: Groundcover: MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A. Turf seed: Blend of perennial ryegrass and other species best suited for the Pacific Northwest, as submitted and approved. A. Mature, thick, #1 quality turn, free of weeds., Poa and insect infestations. J.B. Sod's 'Signature Blend' or equal blend of perennial ryegrass and other species best suited for the Pacific Northwest, grown on well draining topsoil. 2.5 HYDROMULCH: A. Eco -fiber or accepted alternate at minimum rate of 2000 lbs. /acre. 2.6 TACKIFIER: A. Use J -Tac or accepted at manufacturers specified rate on all sloped areas exceeding 4:1 slope, and all bioswales. A. General: Approved brands conforming to applicable State fertilizer laws. Uniform in composition, dry, free - flowing, delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed analysis. B. Trees, Shrubs and Groundcover: 1. Formula 4.2.2 "Transplanter" as manufactured by Pacific Agro Co., with Hercules Nitroform and W.R. Grace's "Magamp" and trace elements. Apply at rate of: Trees: 8 oz. Shrubs: 4 oz. Groundcover: 2 oz. 2. Grow -Power Planting Tablets: Planting tablets, 7 -gram size, as approved. Apply evenly around the rootballs 1/3 way up from bottom of ball at rate of: 15 tablets per tree 7 tablets per shrub 3 tablets per 1 gallon plant C. Lawns 1. Seeded Areas: Formula 12 -4 -8 with 30% of mix as 38% ureaformaldehyde; applied at rate of .5 lbs. / 1000 sq. ft. prior to sodding. 2. Lime: Agricultural Limestone at the rate 50 lbs. per 1000 square feet. 02900 -5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 D. HydroGrow Soil Polymer: For use over base course material where reinforced grass paving /grassrings2 is called for. Polymer available from Rings, Inc., Denver, CO, phone: 1 -800- 428 -1333. 2.8 STAKES AND GUYS A. All staking material as per standard details. 2.9 MULCH A. Medium -fine grind bark mulch, free from pine bark, weeds, seeds, splinters, resin, tannin, wood fiber, salts, or other compounds detrimental to plant life. Size range as approved. 2.10 SAND FILL A. Clean, sharp sand with maximum 8% fines passing a #100 sieve. 2.11 CRUSHED ROCK BASE COURSE A. This material is to be used throughout reinforced grass paving areas (new GrassRings2 or reset existing grasscrete). Material is to be select granular, either 5/8" minus or screened/ pit run meeting sieve analysis'and other specifications similar to asphalt' subbase material as specified under Asphalt Paving. PART 3 - EXECUTION 3.1 PREPARATION A. Inspect subgrades to ensure that fills beneath landscape areas are suitable for plant growth. Contractor shall remove or break up highly compacted soil materials to ensure drainage. Remove unsuitable materials (quarry spalls, construction debris, contaminated soils) to whatever depth encountered, and replace with clean, common fill. Submit source, soils report, and 1 gallon sample of fill to Landscape Architect for approval. B. Rototill all on grade planting and lawn site areas to 8" prior to topsoil placement, except under dropline of existing trees to remain. In planting areas and in planters near buildings, remove all excess concrete, asphalt, and break up subgrade to allow for good drainage. 3.2 FINISH GRADING 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A. Finish grade planting /seeded areas, and fine grade as may be necessary or incidental to all planting operations. Establish finish grades in accordance with elevations shown in the Drawings, insuring that no pockets nor any other surface obstructions to positive drainage are present. Insure positive drainage away from building at minimum 1 %. 02900 -6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Finish grading in raised planting beds: Fill beds to full depth of planter (15" minimum), and with allowance for settlement and crown and 2" mulch, as described on drawing notes and detail. C. Place the following minimum amounts of imported topsoil to establish finish grades, allowing for 2" mulch in planted areas: D. Lawn and Planting Areas: Place specified amount of import topsoil uniformly over entire planting and seeded areas, and rototill to a depth of 8 ", incorporating subsoil with topsoil. E. Edge of existing lawns to remain shall have turf stripped and removed in a straight, even line and topsoil placed to flush out grade with new improvements. 3.4 GRASSRINGS2 PREPARATION AND INSTALLATION A. See section 02870, Site Improvements, for base course preparation and installation of Grassrings2 unit. B. Preparation for sodding: 1. If sodding with thick sod, do not fill rings with any sand, 1" depth of soil in sod is enough. Place 1" to 1.5" thick sod over mats with tight joints, and press into mat with vibrating roller or pad. Use sod grown in sandy soils only, if not available, seeding is preferred. 2. If sodding with thin sod, fill mat area with clean sharp sand (washed concrete sand) to depth required for 0.25" soil cover over top of ring after sod is pressed into rings. Do not use "topsoil" to fill rings. C. Preparation for seeding: 1. If seeding, fill mat area with clean sharp sand (washed concrete sand) to top of rings, broom to barely expose top of ring. Do not use "topsoil" to fill rings. Apply seed and ,mulch via hydroseeder, or similar. Topdress with sharp medium size sand to depth of 1 4" thick max., 4 to 6 weeks after seeding, to cover tops of rings. D. Irrigate, fertilize and maintain turf per normal lawn. Protect from traffic until turf root system is well established. 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING Site Planting Areas: 6" import topsoil, 2" mulch Lawn Areas: 6" import topsoil Grasspave2 Areas: See Site Improvements Section 02870 and paragraph 3.4 below. Crown all planting islands a minimum of 6" above top of curb or edge. Crown all flat areas a minimum of 6" to allow for positive drainage and to improve appearance. 02900 -7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.5 TREE /SHRUB PLANTING AND SEEDING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A. Planting Time: Plant trees, shrubs, groundcover and lawn during periods which are normal for such work, as determined by season, weather conditions, and accepted practice. At the option and on the full responsibility of the subcontractor, planting operations may be conducted under unseasonable conditions without additional compensation. B. Plant Locations: After placement of topsoil, stake tree locations and position shrubs above ground as per drawings for approval of Architect. Make field adjustments to avoid obstructions to planting such as irrigation equipment. Architect reserves the right to field adjust plant locations prior to planting. C. Planting Trees 1. Excavate tree pits 6" deeper and twice the diameter of the root ball. Excavated soil shall be removed from the site. Thoroughly scarify bottom of pits by shovel cutting to a depth of 12 ". Sides of pits shall also be shovel cut to help root penetration. 2. Place tree in upright position in center of pit, release root covering or spread roots. Roots of trees shall be so placed as to have a natural spread and distribution and planting mix shall be carefully, thoroughly packed and puddled around them. Take care not injure root system while backfilling and compacting. After water settles, fill again with planting mix and water compact to a grade of not more than 1/2" higher than the original ball. Leave soil dished around the tree for watering purposes for trees that are watered by bubblers only. In seeded areas, finish grade smooth with surrounding area. Provide 3' diameter mulched circle around all trees in seeded areas. 3. Fertilize trees at the specified rate applied uniformly around circumference of root spread under a cover of 2" of planting mix. Apply Agriform tablets per manufacturer's recommendations. Stake and guy trees immediately after planting as per standard detail. All supports and trees shall stand vertical. D. Planting Shrubs And Ground Covers 1. After topsoil placement and approval of finish grade, excavate planting pockets at locations shown on drawings and as directed to a diameter of twice the root spread and to a depth that will insure a 3 -inch cushion of compacted planting mix below the root ball. Dispose of excavated soil on site as directed. 2. Set plants upright in center of hole flush with finish grade, release root covering or spread roots. The roots of the plant shall be placed as to have a natural spread and distribution. Backfill with planting mix to compact backfill and provide slight depression as watering saucer. Care shall be taken not to injure the root system while backfilling and compacting the planting mix. 3. Fertilize at the specified rate applied uniformly around the circumference of the roof spread under a cover of. 2" of planting mix. 24944.30 02900 -0 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING Apply Agriform tablets per manufacturer's recommendations. Plant ground cover plants at spacing indicated in straight, evenly spaced rows. E. Seeding: 1. Soil Preparation: As per sections 3.02 and 3.03 above. 2. Seed Bed Preparations: Apply specified Installation Fertilizer at the rate of 10 lbs. per 1,000 square feet, and dolomite limestone at the rate of 50 lbs. per 1,000 square feet. Add other fertilizers as recommended in soils report. Rake to incorporate. Finish surfaces by raking smooth and even; lightly compact with roller. Level out surface undulations and irregularities to tolerances specified in Section 02200 and recompact as necessary. See paragraph 3.4 for seeding at reinforced grass paving. 3. Seeding: Seed using hydroseeder and hydromulch at rate specified under Hydromulch. 4. Timing: Seed only from March 15 to September 15, or as approved by Owner's representative. 5. Protection: Protect against harm from wind, storm water and trespassing. Treat and reseed damaged portions as required. Reseed as many times as necessary to achieve Guaranteed Replacement. Install temporary orange construction fencing and post signage indicating "No Trespassing - New Seeding" as necessary to prevent trespassing, where newly seeded areas are adjacent to pavements and walks, as directed by owner's representative. 6. Apply additional fertilizer at the rate of 2 -1/2 lbs. per 1,000. square feet after the first mowing. Apply once each week through the third mowing, minimum three applications. 7. Ongoing Maintenance: Contractor shall continue to maintain turf areas until final acceptance. This includes full maintenance, fertilizing, mowing, etc. of the athletic field lawns from installation until final acceptance of the entire project. See additional requirements under Maintenance. F. Sodded Lawn: 1. Prepare bed as in Seed Bed, paragraph 3.04, El, 2, 3 above. Lay fresh sod with tight, staggered joints in a running bond pattern. In sloped areas, lay sod up and down slope. Trim edges adjacent to walks, curbs, etc. for a neat, tight fit. After initial watering has settled out, roll diagonally with a 300 lb. roller. Water deeply again after rolling. Repair any depressions and fill any gaps, which develop through the guarantee period. See paragraph 3.4 for sodding at reinforced grass paving. G. Mulching: 1. Planting areas: Immediately after completion of all planting, install ground bark mulch in all new and existing planted areas to a minimum compacted depth of 2 ". Refer to site details for proper relationship of finished grade to adjacent paved areas, 1/2" below curbs /walks unless indicated otherwise. H. Pruning, Repair and Weeding: 24944.30 02900 -9 CONSTRUCTION DOCUMENTS APRIL 25, 2003 I. Maintenance: 1. It shall be the Contractor's responsibility to continuously and vigorously maintain all the landscaped and seeded areas of this contract from time of installation until final acceptance. Sweep pavement clean and remove dead plants as directed by the Landscape Architect, who shall record plants removed. 2. All plants shall be watered by thorough sprinkling as needed to keep the ground moist, the plants healthy, and to prevent wilting. Care shall be exercised to prevent soil erosion. 3. Seeded Areas: a. Maintain by watering, mowing (remove all clippings) continuous weeding, reseeding, fertilizing, rolling and top dressing, and other necessary operations to establish and maintain an even, dark green, deep rooted,.thick and vigorous stand of grass. Hand water any areas (including rough grass) that are not irrigated, until establishment. b. Replace any seeded areas that fail to show vigorous growth. Fill and seed all areas that settle, as specified. At the end of the maintenance period and prior to acceptance, the seeded areas shall be a flourishing, dense, vigorous, uniform, deeply rooted thick stand of specified grass with no bare spots over three inches (3 ") square, and no weeds whatsoever. Rough seeded areas shall have no bare spots over ten inches (10 ") square. C. There shall be no foot or vehicle traffic on the seeded area whatsoever. .Maintain barriers and signs around seeded areas until established, then remove from site. Barriers and signs must be safe and attractive - to the approval or Museum staff. 4. Trees and Shrubs: Maintain in a vigorous, thriving condition by watering, pruning, cultivating, fertilizing, spraying, and other necessary operations all landscape areas within the limits of work for this contract. Spraying shall be done only as required and as approved by the landscape Architect. Hand water plants in non - irrigated areas as required until project acceptance. Plants will not be accepted until active growth is evident. All tree supports, guys, tree wrap, etc., shall be kept intact and adjusted as required and effect in maintaining firm support throughout the guarantee period. 5. Maintain an accurate and detailed log of landscape maintenance activities (mowing, fertilizing, herbicide applications, etc.). Submit log monthly if requested during active construction phases. J. Clean -up: 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING 1. Upon completion of the work under this contract, all new trees per this contract shall be pruned as directed by Landscape Architect and any injuries repaired. 2 Pruning shall be done in such a manner as not to change the natural habits or shape of the plant. All cuts shall be made flush, leaving no stubs. On all cuts over 3/4" in diameter and bruises or scars on the bark, the injured cambium shall be traced back to living tissue and removed. Wounds shall be smoothed and shaped so as not to retain water, and the treated area shall be coated with approved tree wound compound. 02900 -10 CONSTRUCTION DOCUMENTS APRIL 25, 2003 24944.30 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 02900 PLANTING A general clean -up shall be made immediately after and as part of all work done in the area. The clean -up shall include the entire area under this contract. Adjacent areas shall be cleaned to the extent that the work done under the contract may scatter litter. Such clean -up shall include pick -up and removal from the contract area of all clippings, trimmings, leaves, and all other litter and debris originating from any source whatsoever. Remove flag labels from all plant material. END OF SECTION 02900 -11 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK A. This section covers design, construction, treatment of formwork to confine and shape concrete to the required dimensions, and formwork accessories. B. Related Sections 1. 01330 - Submittal Procedures 2. 01400 - Quality Control 3. 03200 - Concrete Reinforcement 4. 03300 - Cast -in -Place Concrete 1.2 REFERENCE STANDARDS A. The latest versions of the publications listed below form a part of this Specification; comply with provisions of these publications except as otherwise shown or specified. 1. ACI 117: Standard Specification for Tolerances for Concrete 2. ACI 301: Standard Specifications for Structural Concrete, including other standards referred to in ACI 301, such as ASTM, etc. 1.3 SUBMITTALS A. Formwork Shop Drawings - Submit the following in accordance with Section 01330, "Submittal Procedures ": 1. Formwork shop drawings sealed by a professional Engineer licensed in Washington State 2. Calculations for formwork, reshoring, and backshoring sealed by a professional Engineer licensed in Washington State 3. Exposed Concrete Surfaces: Show the general construction of forms including jointing, formed joints or reveals, form tie locations, and pattern of form placement, and other items that affect the exposed concrete visually 4. Formwork Facing Materials: Data on form facing materials proposed for smooth -form finish B. Product Data: Include specifications and installation instructions for proprietary materials and items as required, including formwork release agents, form liners, manufactured form systems, form ties, and accessories. C. Construction and Contraction Joints: Submit the location of construction and contraction joints proposed if different from those indicated in the Contract Documents. D. Testing for Formwork Removal; Data on method for determining strength of concrete for removal of formwork when a method other than field -cured cylinders is proposed. E. Formwork Removal Plans: Detail plans for formwork removal operations when removal of forms at concrete strengths lower than that specified is proposed. F. Reshoring and Backshoring Plans: When reshoring or backshoring is required or permitted, submit procedures and plans of operations, before use, sealed by a professional Engineer licensed in the state where Work will be performed. 1.4 QUALITY ASSURANCE 76281.20 03100 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK A. Design and construction of concrete formwork is the responsibility of the Contractor. Design and construct formwork to furnish only those lines and shapes indicated on drawings, unless otherwise approved by Architect. Construct formwork for erection in satisfactory sequence and removal without damage to the resulting concrete surface. B. Allowable Tolerances: Variations from plumb and designated building lines shall not exceed the tolerances specified in ACI 117. C. Inspections: Refer to Section 01400 for inspection requirements performed by Owner's Testing Agency. D. Embedded Items: Where items, such as embedded plates, reglets, anchors, fastenings, conduit, piping and other items are supplied by other trades and specified elsewhere in the Contract Documents, coordinate and obtain approval of their placement in the forms prior to placing any concrete. E. Forms for Reuse: Where applicable, construct and erect forms for reuse; withdraw all projecting nails and other objects from contact surfaces before reusing; clean and completely recondition all forms prior to reuse. Obtain approval for form reuse from Owner's Inspector; formwork with patches and repairs affecting the appearance of concrete surfaces will not be allowed. PART 2 - PRODUCTS 2.1 MATERIALS A. Refer to Section 03350 for formwork surface requirements. B. Formwork Accessories: Use commercially manufactured formwork accessories that are partially or wholly embedded in concrete, including ties and hangers. Do not use non - fabricated wire form ties. Where noted in the Contract Documents, use form ties with integral water barrier plates in walls. C. Formwork Release Agents: Use commercially manufactured formwork release agents that will prevent formwork absorption of moisture, prevent bond with concrete, and not stain the concrete surfaces. D. Expansion Joint Filler: Premolded expansion joint filler shall conform to ASTM D994, D1751, or D1752. E. Other Embedded Items: Use waterstops, sleeves, inserts, anchors, reglets, dovetail anchor slots, and other embedded items of the material and design indicated in the Contract Documents. 2.2 PERFORMANCE AND DESIGN REQUIREMENTS A. Design and engineering of formwork shall be the responsibility of the Contractor. B. Design formwork, shores, reshores, and backshores to carry all loads transmitted to them and to comply with the requirements of the applicable building code. Design formwork to withstand the pressure resulting from placement and vibration of concrete and to maintain specified tolerances. C. Do not use earth cuts as forms for vertical or sloping surfaces unless required or permitted by Contract Documents. 76281.20 03100 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 D. MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK Maximum deflection of facing materials reflected on concrete surfaces exposed to public view shall be L/240 of the span between structural members of the formwork. E. Formed Construction: Locate and form construction joints that least impair the strength of the structure. Unless otherwise specified or permitted, locate and detail formed construction joints to the following requirements: 1. Locate construction joints within the middle third of the spans of slabs, beams, and girders. When a beam intersects a girder at this point, offset the joint in the girder a distance equal to or greater than twice the width of the beam. 2. Locate joints in walls and columns at the underside of floors, slabs, beams, or girders and at the tops of footings or floor slabs. 3. Make joints perpendicular to the main reinforcement. 4. Provide keyways as indicated in the Contract Documents. 2.3 FABRICATION AND MANUFACTURE A. Formwork shall be tight to prevent loss of mortar from concrete. B. Place 3/4 -inch minimum chamfer strips in the corners of formwork to produce beveled edges on permanently exposed surfaces unless otherwise specified. Do not bevel re- entrant corners or edges of formed joints of concrete unless specified in the Contract Documents. C. Provide temporary openings at the base of column and wall formwork and at other points where necessary to facilitate cleaning and inspection. Arrange such openings in sides of forms where concrete surfaces will be concealed by other materials or construction. Clean and inspect immediately before concrete is placed. D. Fabricate form ties so ends or end fasteners can be removed with minimum spalling at the faces of concrete. E. Locate waterstops in joints where indicated in the Contract Documents. Use pieces of pre - molded waterstop with a maximum practical length to hold the number of end joints to a minimum. Make joints in waterstops in accordance with the manufacturer's recommendations. PART 3 - EXECUTION 3.1 CONSTRUCTION AND ERECTION OF FORMWORK A. At construction joints, lap contact surface of the form sheathing for flush surfaces exposed to view over the hardened concrete in the previous placement by 1 inch minimum. Ensure formwork is held firmly against hardened concrete to prevent offsets or loss of mortar at construction joints and to maintain a true surface. B. Construct formwork so concrete surfaces conform to the tolerance limits as specified in Section 03350. C. Provide positive means of adjustment (wedges or jacks) for shores and struts. Make adjustments in the formwork prior to concrete placement. Fasten form wedges in place after final adjustment of forms. Brace formwork securely against lateral deflection and lateral instability. D. Camber formwork to compensate for anticipated formwork deflections. Set formwork and intermediate screed strips for slabs accurately to produce designated elevations and contours of the finished surface. Ensure that 76281.20 03100 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK edge forms and screed strips are sufficiently strong to support vibration screeds or roller pipe screeds when the finish specified requires the use of such equipment. E. When formwork is cambered, set screeds to a like camber to maintain required concrete thickness. F: Anchor formwork to shores, supporting surfaces, or members to prevent upward or lateral movements of the formwork system during concrete placement. G. Construct formwork for wall openings to facilitate removal and to counteract swelling of wood formwork. H. Place sleeves, inserts, anchors, and embedded items required for adjoining work or form support of adjoining work before concrete placement. I. Position and support expansion joint materials, waterstops, and other embedded items to prevent displacement. Fill voids in sleeves, inserts, and anchor slots temporarily with readily removable material to prevent entry of concrete into voids. J. Clean surfaces of formwork and embedded materials of mortar, grout, and foreign materials before concrete is placed. K. Cover surfaces of formwork with an acceptable material that will prevent bond with the concrete. A field - applied formwork release agent or a factory- applied liner may be used. If a formwork release agent is used, apply following these guidelines: 1. Apply to the surfaces of the formwork in accordance with the manufacturer's recommendations before placing reinforcing steel. 2. Do not allow formwork release agent to puddle in the forms. 3. Do not allow formwork release agent to make contact with reinforcing steel or hardened concrete against which fresh concrete is to be placed. 3.2 REMOVAL OF FORMWORK A. When finishing is required, remove forms as soon as removal operations will not damage concrete. B. Remove top forms on sloping surfaces of concrete as soon as removal will not allow concrete to sag. Perform needed repairs or required treatments at once, and follow immediately with specified curing. C. Loosen wood formwork for wall openings when this can be accomplished without causing damage to the concrete. D. Leave formwork and shoring in place to support the weight of concrete in beams, slabs, and in -place structural members until concrete has reached the specified compressive strength. If a lower compressive strength is proposed for removal of formwork and shoring, submit detailed plans for review and acceptance. When shores and other vertical supports are arranged to allow the form - facing material to be removed without loosening or disturbing the shores and supports, the facing material may be removed at an earlier age. E. Construct formwork to permit easy removal. 3.3 RESHORING AND BACKSHORING 76281.20 03100 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK A. While reshoring and backshoring is under way, do not permit any construction load on new construction. B. During reshoring and backshoring, do no allow concrete in beam, slab, column, or any structural member to be loaded with combined dead and construction loads in excess of the design loads indicated in the Contract Documents at the specified concrete compressive strength. C. Place reshores and backshores in sequence with stripping operations. D. Tighten reshores and backshores to carry the required loads without overstressing the concrete members. Leave them in place until required tests indicate the concrete compressive strength has attained the minimum value specified. E. For floors supporting shores under newly placed concrete, either leave the original supporting shores in place or install reshores and backshores. The shoring system and the supporting slabs shall have capacities sufficient to resist the anticipated loads. Locate reshores and backshores directly under a shore position. F. Extend reshoring or backshoring over a sufficient number of stories to distribute the weight of newly placed concrete, forms, and construction live loads such that the design loads of the floors supporting the shores, reshores, or backshores are not exceeded. 3.4 STRENGTH OF CONCRETE REQUIRED FOR REMOVAL OF FORMWORK A. Vertical formwork not supporting the weight of concrete may be removed 24 hours after concrete placement, provided the concrete is hard enough to not be damaged and curing and protection operations are continued. B. Formwork Supporting Weight of Concrete 1. Leave in place until at least 14 days after concrete placement, or until concrete design compressive strength is attained, or until sufficient prestressing has been applied to carry dead loads and construction loads. 2. After the concrete has been in place at least 7 days, or concrete has reached 75% of required design compressive strength, reshoring will be permitted, provided concrete does not remain unsupported more than 4 hours. C. When removal of formwork or reshoring is based on concrete reaching a specified compressive strength, concrete will be presumed to have reached this strength when test cylinders, field cured the same as the concrete they represent, have reached the compressive strength specified for removal of formwork and /or reshoring. Mold cylinders in accordance with ASTM C31, and cure them under the same conditions for moisture and temperature as used for the concrete they represent. Test cylinders in accordance with ASTM C39. D. Alternatively, one of the following methods for evaluating concrete strength for formwork removal may be used, provided sufficient data is submitted, using project materials, to demonstrate correlation of measurements on the structure with the compressive strength of laboratory -cured molded cylinders or drilled cores. Submit correlation data on the proposed alternative method for determining strength to the Architect /Engineer. 1. Tests of cast -in- place cylinders in accordance with ASTM C873 (limited to slabs with concrete depths from 5 to 12 inches) 2. Penetration resistance in accordance with ASTM C803 3. Pullout strength in accordance with ASTM C900 76281.20 03100 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03100 CONCRETE FORMWORK 4. Acceptable maturity- factor procedure in accordance with ASTM C1074 5. Break -off number of concrete in accordance with ASTM C1150 END OF SECTION 03100 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03200 CONCRETE REINFORCEMENT A. This section covers materials, fabrication, placement, and tolerances of reinforcement and reinforcement accessories. B. Related Sections 1. 01330 - Submittal Procedures 2. 01400 - Quality Control 3. 03100 - Concrete Formwork 4. 03300 - Cast -in -Place Concrete 1.2 REFERENCE STANDARDS A. The latest versions of the publications listed below form a part of this specification; comply with provisions of these publications except as otherwise shown or specified. 1. ACI 117: Standard Specification for Tolerances for Concrete 2. ACI 301: Standard Specifications for Structural Concrete, including other standards referred to in ACI 301, such as ASTM, AWS, etc. 3. CRSI MSP: Manual of Standard Practice 1.3 SUBMITTALS A. General: Submit the following data and drawings for review and acceptance before fabrication and execution in accordance with Section 01330, "Submittal Procedures." B. Placing Drawings: Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. Indicate splicing, laps, details of reinforcing, and accessories. 1. Show embedded plates, bolts, etc., for purposes of checking for potential interferences. 2. Indicate locations of construction joints in the concrete construction. C. Mechanical Splices: Submit the types of mechanical splices proposed for use. Include the latest ICBO Reports for threaded or sleeve -type splices to verify compliance with specified requirements. D. Product Data: Include specifications and installation instructions for all proprietary materials and reinforcement accessories. E. Welding Procedures and Qualifications: Submit description of reinforcement weld locations, welding procedures, and welder qualifications when welding is permitted. F. Mill Certificates: Submit mill certificates for all reinforcing steel for information and record only. 1.4 QUALITY ASSURANCE A. Allowable Tolerances: Fabrication and placement tolerances shall be in accordance with ACI 117. B. Welder Qualifications: Welders shall be AWS /WABO qualified in the last six months in accordance with AWS D1.4. Welding procedures qualified by 76281.20 03200 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 others and welders qualified by another employer may be acceptable as permitted by AWS D1.4. If re- qualification is required, the cost of these qualification tests shall be born by the Contractor. 1.5 DELIVERY, STORAGE, AND .HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03200 CONCRETE REINFORCEMENT A. Bundles of reinforcing bars shall be tagged showing quantity, grade, size, and suitable identification to allow checking, sorting, and placing. Identification of steel shall be maintained after bundles are broken. B. Bundles of flat sheets and rolls of welded wire fabric shall be tagged showing quantity, style designation, width, and length. C. Reinforcing steel shall be stored off the ground in a manner that will prevent bending and be protected from earth, oil, or any other material that might impair bond to concrete. PART 2 - PRODUCTS 2.1 MATERIALS A. Reinforcing Bars: ASTM A615, Grade 60, deformed, unless otherwise indicated on drawings B.. Reinforcing Bars for Welding and Reinforcing Bars Specified as "Special Ductile Quality ": ASTM A706, Grade 60, deformed. ASTM A615, Grade 60 reinforcement may be used in lieu of ASTM 706 if the following conditions apply: 1. The actual yield strength based on mill tests does not exceed the specified yield strength by more than 18,000 psi. 2. The ratio of the actual ultimate tensile strength to the actual tensile yield strength is not less than 1.25. C. Welded Wire Fabric: ASTM A185 or ASTM A497; mesh and wire sizes as noted on Structural drawings. When used in slabs, provide flat sheets, not rolls. D. Bar Supports: In accordance with CRSI Manual of Standard Practice; types and sizes as required for the conditions of the installation. 1. For exposed to view concrete surfaces where legs of supports are in contact with forms, provide supports with legs that are hot - dipped, galvanized, plastic protected, or stainless steel, in accordance with CRSI Class 1 or Class 2 (Types A or B). 2. Provide precast concrete blocks not less than 4 inches square when supporting reinforcing steel on ground. Precast concrete blocks shall have a compressive strength equal to that of surrounding concrete. E. Tie Wire: ASTM A82, No. 16 -gage minimum, double annealed black wire F. Threaded Splices: See General Notes on Structural drawings. 2.2 FABRICATION A. Reinforcement: Bend reinforcement cold. Fabricate and detail to shapes and dimensions shown on drawings in accordance with CRSI Manual of 76281.20 03200 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 • PART 3 - EXECUTION 3.1 INSTALLATION B. 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03200 CONCRETE REINFORCEMENT Standard Practice and with fabricating tolerances in accordance with ACI 117. B. Welding: Welding or tacking of reinforcing bars is not permitted unless specifically indicated in the Contract Documents. When welding of reinforcement is indicated and required, provide welds in accordance with AWS D1.4. A. General: When concrete is placed, reinforcement shall be free of materials deleterious to bond. Reinforcement with rust, mill scale, or a combination of both will be considered satisfactory provided the minimum nominal dimensions, nominal weight, and the minimum average height of deformation of a hand - wire - brushed test specimen are not less than the applicable ASTM specification requirements. Reinforcement: Place, support, and fasten reinforcement as indicated in the Contract Documents. Do not exceed the placing tolerances specified in ACI 117 before concrete is placed. When necessary to move reinforcement beyond the specified placing tolerances to avoid interference with other reinforcement or embedded items, submit the resulting arrangement of reinforcement for acceptance. C. Cover: Allowable concrete cover for reinforcement is indicated in•the project drawings. Tolerances on concrete cover shall meet the requirements of ACI 117. D. Tie Wires: After cutting tie wires, turn wires to the inside of section and bend so that concrete placement will not force ends to exposed concrete surfaces. E Welded Wire Fabric: Place, support, and fasten welded wire fabric as indicated in the Contract Documents. Do not exceed the placing tolerances specified in ACI 117 before concrete is placed. 1. Slabs on Grade: Extend welded wire fabric to within 2 inches of the concrete edge. Lab edges and ends of fabric sheets a minimum of one mesh spacing, or 8 inches. Support welded wire fabric during placing of concrete to ensure required position in the slab. Do not place welded wire fabric on grade and subsequently raise into position in concrete. 2. Slabs on Metal Deck: Extend welded wire fabric to within 2 inches of the concrete edge. Lab edges and ends of fabric sheets a minimum of one mesh spacing, or 8 inches. Support welded wire fabric during placing of concrete to ensure required position in the slab. Do not place welded wire fabric on deck and subsequently raise into position in concrete. F. Splicing: Make splices as indicated in the project drawings. Lapped bars shall be placed in contact and securely tied, or spaced transversely apart to permit the embedment of the entire surface of each bar in concrete. Lapped bars shall not be spaced farther apart than 1/5 the required length of lap, or 6 inches. 1. Mechanical Splices: Mechanical splices for reinforcement not shown on the project drawings shall be submitted for review and accepted prior to use. Mechanical splices shall be in accordance with the 03200 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 recommendations of the manufacturer of the mechanical splicing device. G. Reinforcement shall not be field bent or straightened except when specifically permitted. H. Reinforcement shall not be cut in the field except when specifically permitted. 3 .2 DEFECTIVE WORK 76281.20 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 03200 CONCRETE REINFORCEMENT A. General: The following reinforcing steel work will be considered defective and shall be removed and replaced by the Contractor at no additional cost to the Owner: 1. Bars with kinks or bends not shown on drawings. 2. Bars injured due to bending or straightening. 3. Bars heated for bending. 4. Reinforcement not placed in accordance with the drawings and /or specifications. END OF SECTION 03200 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Vapor retarder under concrete slab on grade. a. Required under all slabs. 1.2 SUBMITTALS A. Product Data: Submit for vapor retarder sheet and installation accessories. Include data from tests performed within 18 months of submittal showing compliance with specified standard. B. Shop Drawings: Show extent of vapor retarder work. Include details for edges at walls, grade beams, and the like. Include details for penetrating elements including conduit, piping, and structural members. PART 2 - PRODUCTS 2.1 VAPOR RETARDER PART 3 - EXECUTION 3.1 A. A. Plastic Sheet Vapor Retarder: Meeting ASTM E 1745, Class B. Acceptable types include: 1. Minimum 10 -mil thick polyolefin sheet: a. "Stego Wrap ", Stego Industries. b. "Moistop Ultra B ", Fortifiber Corp. 2. Reinforced plastic laminate: a. "Griffolyn Type -85" B. Accessory Products: 1. Provide manufacturer's recommended self - adhesive plastic seam tape for seams and penetrations. 2. Penetration boots: Provide manufacturer's recommended accessory system for sealing pipe and conduit penetrations. Verify that surface to receive vapor retarder is compacted and trimmed smooth. B. Verify that all work that will penetrate vapor retarder is complete and rigidly installed. C. Confirm locations and details of vapor retarder termination. 3.2 VAPOR RETARDER INSTALLATION A. General: Comply with requirements published instructions. B. Place plastic sheet vapor retarder fill. Place sheeting with longest of pour. 24944.13 EXAMINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03257 UNDERSLAB VAPOR RETARDER 03257 - 1 of ASTM E 1643 and manufacturer's directly on compacted granular dimension parallel with direction CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Lap joints 6 inches and seal with per manufacturer's recommendations with pressure- sensitive tape. D. Tape seal vapor retarder around columns, pipe, and conduit penetrations. E. Avoiding cutting or puncturing vapor retarder /barrier during reinforcement placement and concreting operations. Repair damages before placing concrete. 24944,13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03257 UNDERSLAB VAPOR RETARDER END OF SECTION 03257 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Features 1. Cast -in -place structural concrete 2. Concrete mix design 3. Concrete placement procedures 4. Repair of surface defects B. Related Sections . 1. 01330 - Submittal Procedures 2. 01400 - Quality Control 3. 03100 - Concrete Formwork 4. 03200 - Concrete Reinforcement 5. 03350 - Concrete Finishes including Curing 1.2 REFERENCE STANDARDS A. The latest versions of the publications listed below form a part of this specification; comply with provisions of these publications except as otherwise shown or specified. 1. ACI 117: Standard Specification for Tolerances for Concrete 2. ACI 301: Standard Specifications for Structural Concrete, including other standards referred to in ACI 301, such as ASTM, etc. 3. ACI 305.1: Standard Specification for Hot Weather Concreting 4. ACI 306.1: Standard Specification for Cold Weather Concreting 5. ACI 308.1: Standard Specification for Curing Concrete 1.3 SUBMITTALS A. General: Make submittals in accordance with Section 03100, "Submittal. Procedures." B. Concrete Mix Design Proportions: Submit concrete mixture proportions and characteristics. Submit the concrete mix design to the local building officials where required. Do not begin concrete production until concrete mix designs have been reviewed and approved. Mix designs shall include proportions of all ingredients, including admixtures added at time of batching or at job site. Include the following: 1. Specify the locations for each mix design. 2. Specify the method used to determine proposed concrete mix design. Include field test records or trial mix test data used to establish the average compressive strength of the concrete mixture. 3. For aggregates, submit types, pit or quarry locations, producers' names, gradings, specific gravities, certification, and evidence not more than 90 days old demonstrating compliance with this specification. Aggregate weights shall be based upon saturated surface dry conditions. Include concrete mix gradation of fine and coarse aggregates. 4. For admixtures, submit types, brand names, producers, manufacturer's technical data, and certification data. 5. Submit the cement type and certification, fly ash type and certification, water /cementitious materials ratio, and source of water supply. 6. Submit the slump. 7. Submit the air content of freshly mixed concrete. 8. Submit the concrete compressive strength at 7, 28, and 56 days. The 56 -day strength is required only when specified in the Concrete Mix Specification Table in the General Notes. 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE 03300 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.4 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE 9. Submit the chloride ion content of concrete. 10. Submit the fibrous reinforcing type, fiber length, dosage rate, and dosage procedures. C. Repair Methods: Submit the proposed methods of repair, along with repair material specification, manufacturer's data on the proposed patching material, and the proposed preparation and application procedure. D. Construction Joints: Submit information for acceptance of proposed location and treatment of construction joints proposed but not indicated on the Construction Documents. E. Records: Retain records of all concrete poured, including exact mix proportions, slumps, test strength, date, time, location of the placement, weather conditions at time of placement, and the source of concrete. Submit copy to Owner's Representative and Building Official. A. The Contractor is responsible for correcting Work that does not conform to the specified requirements, including strength, tolerances, and finishes. The Contractor shall submit the proposed solution for review . and approval. B. Unless otherwise noted, maintain the allowable tolerances in ACI 117. C. Maintain records verifying materials used are of the specified and accepted types and sizes and are in conformance with the Contract Documents. D. Special Inspection and Testing: Concrete work is subject to special inspection and testing as specified; notify the Testing Agency at least 48 hours before inspection is required. E. Single Source Responsibility: Provide materials for concrete work made or produced from a single source of supply; no mixing of brands or types of cement will be allowed; no substitution of aggregate type or size from those approved will be permitted. F. Concrete Contractor Qualifications: An experienced concrete contractor who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in- service performance. G. Concrete Producer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94. Producer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. H. Pre - Construction Conference: At least 30 days prior to start of concrete work, the Contractor shall hold a meeting to review the finish appearance requirements, reveal locations, joint spacings, concrete design mixes, requirements for submittals, construction procedures, schedules for testing, inspection, and certifications. 1. Notify attendees 10 days prior to the scheduled date of the meeting. 2. Required in attendance: a. Contractor and Subcontractors 76281.20 03300 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 2 - PRODUCTS 2.1 , CONCRETE MATERIALS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE b. Testing Laboratory representative c. Concrete subcontractor d. Ready -mix producer. e. Architect /Engineer f. All subcontractors with work to be installed in or affected by Z concrete work = Z 1.5 DELIVERY, STORAGE, and HANDLING el l A. Cementitious Materials: Store cementitious materials in dry., weather- 0 O • tight buildings, bins, or silos that will exclude contaminants. co 0 u) Lt1 B. Aggregates: Store and handle aggregate in a manner that will avoid -J N s egregation and prevent contamination with other materials or other NLL sizes of aggregates. Store aggregates to drain freely. Do not use W 0 aggregates that contain frozen lumps. 2 C. Admixtures: Protect stored admixtures against contamination, u. evaporation, or damage. Protect liquid admixtures from freezing and N a from temperature changes that will adversely affect their W characteristics. Store and handle products in a manner to retain Z = original quality. Do not use products stored beyond the manufacturer's — 1... recommended shelf life. Z O W uj D. Delivery of Materials: Deliver site applied materials, such as joint D 0 and curing materials, in original factory packaging and unopened 0 containers and protect from damage and contamination. 0 N H W — E. Place concrete within the time limits specified. Concrete shall possess I 0 the specified characteristics in the freshly mixed state at the point of 1- H placing. LI Z !1J U = 0 A. Portland Cement: Portland cement shall conform to ASTM C150, Type I or Type II. 1. The cement shall be of the same brand and type and from the same plant of manufacture as the cement used in the concrete represented by the submitted field test records or used in the trial mixtures. 2. For architectural concrete, use one brand of cement throughout project, unless otherwise acceptable to the Architect. 3. Type III cement may be used for cold weather construction. B. Aggregate: Aggregates and aggregate grading requirements shall conform to ASTM C33. Aggregates shall be free from any substance that may be deleteriously reactive with the alkalis in the cement in an amount sufficient to cause excessive expansion of the concrete. Aggregates used in concrete shall be obtained from same sources and have the same size ranges as the aggregates used in the concrete represented by submitted historical data or used in trial mixtures. C. Fly Ash: Pozzolanic mineral admixture conforming to ASTM C618, Class F. Maximum loss on ignition to be 1 %. Use fly ash from one single source for the whole project. The amount shall be 30% by weight of the total cementitious materials, unless otherwise noted in the Construction Documents. 76281.20 03300 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 Z MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE D. Admixtures: The use of admixtures shall be the responsibility of the Contractor. When more than one admixture is used in the mix, furnish satisfactory evidence to the Architect that the admixtures to be used are compatible in combination with the cement and aggregates. Provide only one brand of each type of admixture. Accelerating admixtures shall not be used. Unless approved by the Architect, admixtures shall be free of calcium chloride and thiocyanate (not more than 0.05% chloride ions). The following types of admixtures are approved: 1. Air - Entrainment Admixture: Master Builders "Micro- Air," Grace "Daravair," Sika "AEA -15," or approved equal conforming to ASTM C260. 2. Water - Reducing Admixture (Low Range): Master Builders "Pozzolith 322 -N," Grace "WRDA with Hycol," Sika "Plastocrete 161," or approved equal conforming to ASTM C494, Type A. 3. Water- Reducing Admixture (High Range): Master Builders "Rheobuild 1000," Grace "WRDA -19," Sika "Sikament 86," or approved equal conforming to ASTM C494, Type F. E. Water: Water shall be in conformance with ASTM C94. 2.2 RELATED MATERIALS A: High Density Insulation Fillers: Extruded polystyrene foam insulation complying with ASTM C578, Type VII. B. Commercial Bonding Grout and Repair Materials: Use products in accordance with manufacturer's recommendations. Products include, but are not limited to, the following: 1. Portland- cement mortar modified with a latex acrylic, non re- emulsifiable bonding agent conforming to ASTM C1059 Type II. Acceptable products include Euclid Chemical Co. "Flex- Con," Dayton "Day -Chem Ad Bond (J -40)," or approved equal. 2. Epoxy mortars and epoxy compounds that are moisture- insensitive during application and after curing and that embody an epoxy binder conforming to ASTM C881. The type, grade, and class shall be appropriate for the application as specified in ASTM C881. 3. Shrinkage - compensating or nonshrink Portland cement grout conforming to ASTM C1107. Acceptable products include Master Builders "Masterflow 713 Grout," Dayton "Sure -Grip High Performance Grout," Burke "Non- Ferrous Non - Shrink Grout," or approved equal. 4. Packaged, dry concrete repair materials conforming to ASTM C928. Acceptable products include Master Builders "Emaco T415," Dayton "HD- 50," Burke "Fast Patch 928," or approved equal. 2.3 PROPORTIONING AND DESIGN REQUIREMENTS OF CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete by Field Experience Method or, if not available, by Laboratory Trial Batch Methods as specified in ACI 301. Mix proportions shall produce consistent and workable concrete that can be worked readily into forms and around reinforcement without segregation or excessive bleeding. 1. Field Experience Method: If field test data is available, in accordance with ACI 301, submit for acceptance the mixture proportions along with the field test data. (The mix design shall be pre - approved by the City of Seattle Building Department in accordance with DCLU Director's Rule 27 -87.] 2. Trial Batch Method: Use an independent, qualified Testing Facility for preparing and reporting proposed mix designs. All expenses connected with such testing and submittals shall be borne by the Contractor. 76281.20 03300 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Concrete Mixes: Provide concrete mixes conforming to the requirements as indicated in the Structural Drawing General Notes. 1. Strength Requirements: Compressive strength requirements are indicated on drawings and are based on cylinder tests at indicated age. Concrete made with high -early strength cement shall have a 7 -day strength equal to the specified 28 -day strength for concrete made with Type III Portland cement. 2. Cement Content for Slabs: Not less than those indicated in ACI 301. 3. Water /Cementitious Material Ratio: Not to exceed limits indicated on Structural drawings. 4. Air Entrainment: Use air - entraining admixture in exterior exposed concrete as indicated on the Structural drawings. 5. Slump: The Contractor shall determine slump. Each concrete mix submitted shall have the slump specified. Slump tolerances shall meet the requirements of ACI 117. 6. Admixtures: Concrete may contain admixtures, such as water reducers, superplasticizers, or set retarding agents to provide special properties to the concrete. When admixtures are specified or required for workability for particular parts of the Work, use the types specified. 7. Chloride Ion: Maximum water soluble chloride ion concentrations in hardened concrete at ages 28 to 42 days contributed from the ingredients, including water, aggregates, cementitious materials and admixtures, shall not exceed maximum of 0.30% by weight of concrete. C. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, at no additional cost to the Owner. New field data, data from new trial mixtures, or evidence that indicates that the change will not adversely affect the relevant propertied of the concrete shall be submitted for acceptance before use. PART 3 - EXECUTION 3.1 PREPARATION MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE A. Do not place concrete until the Architect approves all required submittals. B. Remove snow, ice, frost, water, and other foreign materials from form surfaces, reinforcement, and embedded items against which concrete will be placed. C. Place concrete on properly prepared and unfrozen sub -grade or forms and only in dewatered excavations and forms. D. Do not allow mud or foreign materials into the concrete during placement operations. E. When the ambient temperature necessitates the use of cold or hot weather concreting, make provisions in advance of concrete placement. F. Do not begin placing concrete when the sun, heat, wind, or limitations of facilities furnished by the Contractor prevent proper consolidation, finishing and curing. 76281.20 03300 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.2 JOINTS 3.3 INSTALLATION OF EMBEDDED ITEMS MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE G. Do not begin placing concrete while rain, sleet, or snow is falling unless adequate protection is provided. Do not allow rainwater to increase mixing water or to damage the surface of the concrete. A. Construction Joints: Locate construction joints as indicated on the structural drawings or as approved by the Architect. Remove laitance and thoroughly clean and dampen construction joints prior to placement of fresh concrete. B. Bonded Construction Joints: Coat concrete joined with new concrete, including topping, with a concrete bonding compound. Mix and apply in strict accordance with manufacturer's recommendations for the conditions of the application. Concrete surfaces to which other concrete is to be bonded shall be roughened in an approved manner that will expose sound aggregate uniformly without damaging the concrete; remove all laitance and loose particles. C: Control Joints in Slabs -on- Ground: Construct control joints in slabs - on- ground to form panels of patterns as approved. Use inserts 1/4 inch wide x 1/4 of slab depth. Where saw -cut joints are required or permitted, start cutting as soon as concrete has hardened sufficiently to prevent dislodgment of aggregates. Saw a continuous slot to a depth of 1/4 the slab thickness, but not less than 1 inch. Complete sawing within 12 hours after placement. If an alternative method, timing, or depth is proposed for saw cutting, submit detailed procedure plans for review and acceptance. A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be attached thereto. 1. Embedded items include, but are not limited to, expansion joints, joint fillers, waterstops, anchor bolts, embedded plates, dovetail anchor slots, etc. 2. Items shall be free of oil, loose scale, rust, etc. 3. Fill voids in sleeves, inserts, and anchor slots temporarily with readily removable material to prevent the entry of concrete into the voids. 4. Do not embed aluminum in concrete, except where the aluminum is protected from direct contact from the concrete. 3.4 • INSTALLATION OF HIGH DENSITY INSULATION FILLER A. Insulation Fillers: Lay high density insulation in areas as indicated on drawings. Use boards of maximum thickness to achieve full insulation depth as indicated. If required, apply adhesive to layers of insulation to prevent movement during concrete placement. After boards have been installed, protect until concrete topping is prepared and placed. 3.5 CONCRETE DELIVERY A. Ready -Mix Concrete: Comply with requirements of ASTM C94 and as herein specified. 76281.20 03300 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE 1. Elapsed time from start of batching at plant to completed discharge at job site shall not exceed 90 minutes or more than 300 revolutions, whichever comes first after introducing mixing water. 2. When air temperature is between 85 ° F and 90 ° F, reduce mixing and delivery time from 90 minutes to 75 minutes. When air temperature is above 90 ° F, reduce mixing and delivery time to 60 minutes. 3. The concrete temperature shall be monitored in the truck. A rise in temperature of 5 ° F within 10 minutes or less indicates concrete setting has started before discharge and the load shall be rejected. 4. Ready -Mix Concrete: Provide certificate signed by authorized official of supplier with each load of concrete, stating the following: a. Time truck left plant b. Mix of concrete c. Amount of water and cement in mix d. Amount and type of admixtures e. Time truck is unloaded at site f. Additional water amount allowed at the project site 5. A truck without batch tickets will be rejected. B Control of Mixing Water: Water may be added once to increase the slump of the concrete within the first 15 minutes after the truck arrives at the job -site, provided the following requirements are adhered to: 1. The specified slump and maximum allowable water /cement ratio is not exceeded. 2. The Independent Testing Agency is present to monitor the amount of water added to compare with the amount of water added at the plant. Testing Agency shall keep written record of the amount of water added at the job -site to each truckload delivered. 3. The drum shall be turned an additional 30 revolutions, or more if necessary, until the added water is uniformly mixed into the concrete. 4. Water shall not be added to the batch after the taking of test cylinders, unless new test cylinders are taken at the expense of the Contractor. 5. Do not add water to concrete after adding high -range water- reducing admixtures to mix. C. Admixtures: Add admixtures within an accuracy of 3 %. Where two or more admixtures are used in the same batch, they shall be added separately and must be compatible. Approved admixtures must be added at the appropriate time in strict compliance with manufacturer's directions. Concrete that shows evidence of total collapse or segregation caused by the use of admixtures shall be removed from the site. 3.6 CONCRETE PLACEMENT A. Pre - Placement Inspection: Before concrete placement operation begins, perform the following procedures: 1. Inspect and complete formwork installation and all reinforcing, and embed items. Notify other crafts to permit installation of their work. 2. Ensure that the reinforcing will be maintained in the proper position during concrete placement operations. 3. Moisten wood forms immediately before placing concrete where form coatings are not used. 4. At topping slabs, thoroughly saturate base slab just prior to placing topping, but do not leave pools of water. 5. Verify all dimensions and elevations. 76281.20 03300 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 03300 CAST - IN-PLACE CONCRETE B. Conveying: Methods of conveying concrete is the responsibility of the Contractor. Convey concrete from mixer to the place of final deposit rapidly by methods that prevent segregation or loss of ingredients and that will ensure the required quality of concrete. Do not use aluminum pipes or chutes. Use acceptable conveying equipment of a size and design that will prevent cold joints from occurring. Clean conveying equipment before each placement. 1. Provide runways or other means for wheeled equipment to convey concrete to deposit points. Do not run wheeled equipment used to deposit concrete over reinforcement; do not support runways on reinforcement. 2. Belt Conveyors: Use belt conveyors that are horizontal or at a slope that will not cause excessive segregation or loss of ingredients. Protect concrete to minimize drying and effects of temperature rise. Use an acceptable discharge baffle or hopper at the discharge end to prevent segregation. Do not allow mortar to adhere to the return length of the belt. 3. Chutes: Use metal or metal -lined chutes having rounded bottoms and a slope between 1:2 and 1:3 (vertical:horizontal). Chutes more than 20 feet long and those not meeting slope requirements may be used, provided they discharge into a hopper prior to distributing into the forms. 4. Pumping or Pneumatic Conveying: Use pumping conveying equipment that permits placement rates that avoid cold joints and prevent segregation in discharge of pumped concrete. In addition: a. Pipeline shall be steel pipe or heavy -duty flexible hose. b. Inside diameter of the pipe shall be at least three times the maximum size of the coarse aggregate. c. Distance to be pumped shall not exceed the limits recommended by .the pump manufacturer. d. Provide continuous supply of concrete to the pump. e. When pumping is completed, the concrete remaining in the pipeline shall be ejected without contaminating the concrete in place. 5. Cleaning: Do not discharge rinse water into forms or areas to receive concrete. C. Depositing: Deposit concrete continuously in one layer, or in multiple layers if the fresh concrete is deposited on in -place concrete that is still plastic. Do not deposit fresh concrete on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joint as specified. Deposit concrete as near to its final location as practicable to avoid segregation. In addition: 1. There shall be no vertical drop greater than 3 feet, except where suitable equipment is provided to prevent segregation and where specifically authorized. 2. Do not use concrete that has surface -dried or partially hardened or that contains foreign material. 3. Place concrete for beams, girders, brackets, column capitals, haunches, and drop panels at the same time as concrete for slabs. D. Consolidating: Consolidate concrete by vibration. Thoroughly work concrete around reinforcement and embedded items and into corners of forms, eliminating air and stone pockets that may cause honeycombing, pitting, or planes of weakness. 1. Workers shall be experienced in use of the vibrators. 2. Vibrators shall have a frequency of not less than 8,000 vibrations per minute, and the head diameter and amplitude shall be appropriate for the concrete mix being placed. A spare vibrator shall be kept at the job site during all concrete placing operations. 03300 - 8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniform spacing over the area of placement; distance between insertions shall be approximately 1 - 1/2 times the radius of action of the vibrator so that the area being vibrated will overlap the adjacent just vibrated area by a few inches. Do not place vibrators within 2 -1/2 inches of form face. 4. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set; if there is a delay of more than 15 minutes, vibrate previous lift prior to placing the new concrete. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. Withdraw vibrators slowly. 5. Consolidation of slabs shall be obtained with vibrating screeds, rolling pipe screeds, or internal vibrators. E. Re- tamping of concrete that has taken its initial set is not allowed. F. Cold Weather Placing: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306.1 and as specified herein. 1. When air temperature has fallen to or is expected to fall below 40 ° F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 ° F and not more than 80 ° F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators. G Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305.1 and as specified herein. Loss of slump, flash set, or cold joints due to temperature of concrete as placed will not be acceptable. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 ° F. Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing. 2. When temperature of steel reinforcement, embedments, or forms is greater than 120 ° F, fog steel reinforcement, embedments, and forms with water immediately before placing concrete. Remove standing water before placing concrete. 3. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 4. Use water - reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, if approved by the Architect. 3.7 FINISHES FOR FORMED SURFACES A. See Section 03350, "Concrete Finishes including Curing." 3.8 MISCELLANEOUS CONCRETE ITEMS A. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel - troweling surfaces to a hard, 76281.20 03300 - 9 CONSTRUCTION DOCUMENTS APRIL 25, 2003 B. Equipment Bases and Foundations: Form bases for the mounting of equipment shown on drawings. Coordinate sizes and requirements for bases with trade requiring same; make bases a minimum of 4 inches high, unless otherwise noted on drawings, and finish to match adjacent floor finish. Set anchor bolts for machines and equipment to correct elevations, complying with certified diagrams or templates of manufacturer furnishing machines and equipment. C. Steel Pan Stairs: Provide concrete fill for steel pan stair treads and landings and associated items. 76281 .20 MUSEUM OF FLIGHT -- LOBBY ADDITION SECTION 03300 CAST -IN -PLACE CONCRETE dense finish with corners, intersections, and terminations lightly rounded. END OF SECTION 03300 - 10 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. This section supplements requirements of Sections 03100 and 03300. 1. Form materials and construction. 2. Concrete components. 3. Curing and finishing. 4. Surface tolerances. 5. Moisture emission control for interior floors. B. Section Includes: Concrete finish requirements for: 1. Interior and exterior floors. C. Related Sections: Requirements of this section do not apply to. 1. Concrete that will be concealed in the finished work. 2. Portland cement concrete paving: Division 2. 1.2 SYSTEM DESCRIPTION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES A. Contractor may propose alternative methods or materials to achieve the following required results: 1. General: a. Dense even surfaces. b. Consistent color and texture. c. Location, flatness, and lines within tolerances specified. 2. Floors with sealer applied): a. No "ripples" or visible undulations. b. Dense, even, glossy surface. B. Alternative Methods and Materials: Construct off -site mock -up and receive approval for proposed alternative methods before starting submittals. 1. Off site mock -up requirement is in addition to, not in lieu of, requirement for on -site mock -up. C. Use of ASTM E 1155: Used principally to define measurement technique and interpretation. The following exceptions apply: 1. Measurements may be taken at any time after finishing. Values apply to completed, unshored, cured construction whether elevated or on grade. It is recommended that finisher work to higher values to achieve specified values in finished construction. 2. Full measurement of floors may be required. Initial evaluation will be visual with up to 10 percent of the area being measured as determined by the Architect. If the initial measurements indicate the floor does not meet the specifications, the remainder of the floor will be measured. Floors not meeting specifications shall be corrected and remeasured. All costs of measuring after initial evaluation are the Contractor's responsibility. 3. Levelness criteria apply to sloped surfaces and perimeter of slabs. 4. Flatness criteria apply to perimeter of slabs. D. Moisture Control: For floor slabs, both elevated and on grade, within conditioned space. 1. Moisture vapor transmission: Measured using calcium chloride dome method. 2. Contractor has option of using any one or combination of the following in addition to vapor retarder under slab on grade specified in Section 03257: a. Proprietary moisture control curing system. b. Chemical sealer /hardener. 24944.13 03350 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 c. Proprietary coating or membrane systems, applied to cured concrete. 3. Contractor is responsible for system selection to achieve specified moisture vapor transmission including control of mix, placement, finishing, curing, and application of moisture control Z system components. The systems listed are not equal in terms of 11-; cost or performance or effects on construction schedule. 4- W E. Finish Designation CONC -1: 6 et D 1. Application: Noted in finish schedule, "Sealed Concrete ". -1 U UO 2. Surface Tolerance per ASTM E 1155: Average of Ff -28 and F1 -20; N p minimum local value Ff -24. OW 3. Finish: Steel trowel. -I z 4. Acceptable curing systems: Type A or Type B, specified herein. Ow 5. Sealer: Chemical sealer hardener. W O 6. Control joints: Sawcut with epoxy or polyurea sealant. F. Finish Designation C -3: LL 1. Application: Interior surfaces indicated to receive carpet or N d resilient flooring. = W 2. Surface Tolerance per ASTM E 1155: Average of Ff -28 and F1 -20; } " X minimum local value Ff -24. Z1- 3. Finish: Steel trowel. Z O 4. Acceptable curing systems: Type A or Type B or Moisture Control Curing Compound, specified herein. 2,n 5. Moisture vapor transmission: Maximum 3 pounds per 1000 square DC feet per 24 hours. Ocn 6. Sealer: Optional, refer to Moisture Control. p1-. 7.. Control joints: Sawcut or formed, filled with latex mortar. W W to 1^ h G. Finish Designation C -4: Not used. W O H. Finish Designation C -5: 1. Application: Stair treads and landings. U_ 2. Surface Tolerance per ASTM E 1155: Average of Ff -28 and F1 -20; 1- minimum local value Ff -24. O Z 3. Finish: Trowel and fine broom. 4. Acceptable curing systems: Type A or Type B. 5. Sealer: Chemical sealer hardener. 6. Control joints: None. 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES A. Product Data: Submit manufacturer's product data for the following: 1. Formwork accessories. 2. Concrete admixtures. 3. Curing compound. 4. Sealing compound. B. Certification: Submit certificate or letter from sealer /hardener manufacturer indicating that applicator is qualified to install sealer hardener. 1.4 QUALITY ASSURANCE A. Standards: Comply with the following documents, except where requirements of the contract documents are more stringent: 1. ACI 301. B. Source of Materials: Obtain materials of each type from same source for the entire project. C. Applicator Qualifications: CONSTRUCTION DOCUMENTS 24944.13 03350 - 2 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES 1. Concrete sealer: Approved by sealer manufacturer. D. Mock -Ups: Cast mock -up of size indicated or as required to demonstrate typical joints and proposed texture and color, using specified concrete and finishing techniques. Upon acceptance of visual qualities by the Architect, maintain mock -ups exposed to view for duration of concrete work. 1. Construct mock -ups on site in approved location(s). 2. Construct mock up for smooth troweled, sealed concrete floor finish. a. Minimum size 15 feet by 15 feet. b. Include control joint. 3. Retain mock -ups until Architect or Owner directs its removal. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. General: Specified in Section 03300. B. Water - Reducing Admixture: ASTM C 494, Type F or G. High -range or medium -range as recommended by mix designer for each application. 1. Recommended, but not required for slabs. 2.2 CURING A. Type A: Wet curing or moisture - retaining cover; no curing compound. 1. Polyethylene sheet: Minimum 4 mils thick. 2. Proprietary curing sheet: Acceptable products include. a. Fortifiber "Orange Label Sisalkraft" b. Reef Industries "Transguard ". B. Type B: Silicate (silica gel forming) compound. Minimum 10 percent solids by weight sodium silicate, potassium silicate or combination. 1. Floors receiving chemical sealer hardener: Provide curing compound manufactured by sealer hardener manufacturer. C. Type C: Solvent -base acrylic, meeting ASTM C 1315, Type 1. Class A. 1. Acceptable product: Vexcon Chemical "Vexcon Starseal 1500 ". D. Moisture Control Curing Compound: Proprietary silicate product, Creteseal "CS 2000" or approved. 2.3 CHEMICAL SEALER - HARDENER A. Concrete Floor Sealer /Finish: Liquid chemical hardener; siliconate type. Acceptable products include: 1. Curecrete Chemical, "Ashford Formula" (enhanced silicate, not siliconate). 2. L & M Chemical, "Seal Hard." 3. Euclid Chemical "Diamond Hard ". 4. Vexcon Chemical, "Starseal PS ". 2.4 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Form Tie Plugs: Hard rubber or plastic; configuration to fit form tie holes with exterior face of plug 1/2 to 3/4 inch below surface of concrete. 1. Color: Medium to dark grey. 2. Adhesive: Permanent, weatherproof adhesive; type recommended by plug manufacturer. 24944.13 03350 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES B. Finishing Aid: Recommended but not required. 1. L & M Chemical "E -Con ". 2. Dayton - Superior "Sure -Film J -74 ". 3. Vexcon Chemical "Certi -Vex EnviroAssist ". C. Expansion Joint Filler: 1. Sponge rubber type: ASTM D 1752, Type I. 2. Sealant: As specified in Section 07900. D. Concrete Cleaner: Liquid concentrate, biodegradable, heavy -duty cleaner - degreaser compound. 2.5 CONCRETE MIX DESIGN A. General: Mix design requirements are specified in Section 03300. B. Mix Adjustments: Provided that no additional expense to Owner is involved, Contractor may submit for Architect's approval requests for adjustment to approved concrete mixes when circumstances such as changed project conditions, weather, or unfavorable test results occur. Include laboratory test data substantiating specified properties with mix adjustment requests. I. Architect may require new mock -up for mix adjustments. 2.6 CONTROL OF MIX IN THE FIELD A. Slump: A tolerance of up to 1 inch above approved design mix slump will be permitted for 1 batch in 5 consecutive batches tested. Concrete of lower slump than that specified may be used, provided proper placing and consolidation is obtained. B, Addition of Water After Mixing: Not permitted. Water- reducing admixtures (medium- or high -range plasticizers) may be added to mix at any time to improve workability. 1. Exception: Under supervision of testing and inspection agency, water may be added at site, provided total water /cement ratio does not exceed specified limit (see Structural Drawings for w/c ratio requirements). C. Do not use batches that exceed tolerances. PART 3 - EXECUTION 3.1 CONCRETE FORM PREPARATION A. General: Comply with requirements of ACI 301 for formwork, and as herein specified. The Contractor is responsible for design, engineering, and construction of formwork, and for its timely removal. B. Design: Design and fabricate forms for easy removal, without impact, shock, or damage to concrete surfaces or other portions of the work. Design to support all applied loads until concrete is adequately cured, within allowable tolerances and deflection limits. C. Construction: Construct and brace formwork to accurately achieve end results required by contract documents, with all elements properly located and free of distortion. Provide for necessary openings, inserts, anchorages, and other features shown or otherwise required. 1. Joints: Minimize form joints and make watertight to prevent leakage of concrete. a. Align joints symmetrically at exposed conditions. 2. Chamfers: Provide chamfered edges and corners at exposed 24944.13 03350 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES locations, unless specifically indicated otherwise on the drawings. 3 Permanent openings: Provide openings to accommodate work of other trades, sized and located accurately. Securely support items built into forms; provide additional bracing at openings and discontinuities in formwork. 4 Temporary openings: Provide temporary openings for cleaning and inspection in most inconspicuous locations at base of forms, closed with tight - fitting panels designed to minimize appearance of joints in finished concrete work. D. Tolerances for Formed Surfaces: Comply with minimum tolerances established in ACI 117, except as follows: 1. Change paragraph 2.1.1 (Plumb), subparagraph 2.1.1.1 to read as follows: 2.1.1.1 In the lines and surfaces of columns, piers, walls, columns, and in arises: In any 10 ft. 1/8 inch. Maximum for the total height of the structure 1/2 inch. 2. Change paragraph 2.1.1 (Plumb), subparagraph 2.1.1.2 to read as follows: 2.1.1.2 For exposed corner columns, control -joint grooves, and other conspicuous lines: In any 10 ft. 1/8 inch. Maximum for the total height of the structure 1/2 inch. 3. Change paragraph 2.1.2 (Level ...), subparagraph 2.1.2.1 to read as follows: 2.1.2.1 In slab soffits, ceilings, beam soffits, and in arises, measured before removal of supporting shores: In any 10 ft. 1/8 inch. In any bay or in any 20 ft. 1/4 inch. Maximum for the total length of the structure 1/2 inch. E. Release Agent: Provide either form materials with factory- applied nonabsorptive liner or field- applied form coating. If field - applied coating is employed, thoroughly clean and recondition formwork and reapply coating before each use. Rust on form surfaces is unacceptable. 3.2 JOINT CONSTRUCTION A. Construction Joints: Locate and install construction joints as indicated on drawings. If construction joints are not indicated, locate in manner which will not impair strength and will have least impact on appearance, as acceptable to the Architect. 1 Keyways: Provide keyways not less than 1 -1/2 inches deep. 2. Reinforcement: Continue reinforcement across and perpendicular to construction joints, unless details specifically indicate otherwise. B. Expansion Joints: Construct expansion joints where indicated. Install expansion joint filler to full depth of concrete. Recess edge of filler to depth indicated to receive joint sealant (and backer rod where necessary) specified in Division 7. C. Control Joints: Construct contraction joints in slabs poured on grade to form panels of sizes indicated on drawings, but not more. than 30 feet apart in either direction. 1. Saw cuts: Form control joints by means of saw cuts one - fourth the depth of the slab, performed as soon as possible after slab 24944.13 03350 -- 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES finishing without dislodging aggregate. 3.3 INSTALLATION OF EMBEDDED ITEMS A. General: Set anchorage devices and other items required for other work connected to or supported by cast -in -place concrete, using templates, setting drawings, and instructions from suppliers of items to be embedded. 1. Edge Forms and Screeds: Set edge forms and intermediate screeds as necessary to achieve final elevations indicated for finished slab surfaces. 3.4 CONCRETE PLACEMENT A. Inspection: Before beginning concrete placement, inspect formwork, reinforcing steel, and items to be embedded, verifying that all such work has been completed. 1. Wood forms: Moisten immediately before placing concrete in locations where form coatings are not used. B. Placement - General: Comply with requirements of ACI 304 and as follows: 1. Schedule continuous placement of concrete to prevent the formation of cold joints. 2. Provide construction joints if concrete for a particular element or component cannot be placed in a continuous operation. 3. Deposit concrete as close as possible to its final location, to avoid segregation. C. Placement in Forms: Limit horizontal layers to depths which can be properly consolidated, but in no event greater than 24 inches. 1. Consolidate concrete in accordance with ACI 301, Paragraph 8.3.4. Use mechanical vibrators, inserted vertically in freshly placed concrete in a systematic pattern at close intervals. Penetrate previously placed concrete to ensure that separate concrete layers are knitted together. 2. Vibrate concrete sufficiently to achieve consistent consolidation without segregation of coarse aggregates. 3. Do not use vibrators to move concrete laterally. D. Slab Placement: Schedule continuous placement and consolidation of concrete within planned construction joints. 1. Thoroughly consolidate concrete without displacing reinforcement or embedded items, using internal vibrators, vibrating screeds, roller pipe screeds, or other means acceptable to Architect. 2. Strike off and level concrete slab surfaces, using highway straightedges, darbies, or bull floats before bleed water can collect on surface. Do not work concrete further until finishing operations are commenced. a. Apply finishing aid, if used, immediately following strike - off and leveling. 3.5 FINISHING FORMED SURFACES A. Repairs, General: Repair surface defects, including tie holes, immediately after removing formwork. 1. Remove honeycombed areas and other defective concrete down to sound concrete, cutting perpendicular to surface or slightly undercutting. Dampen patch location and area immediately surrounding it prior to applying bonding compound or patching mortar 2. Before bonding compound has dried, apply patching mixture matching original concrete in materials and mix except for omission of 03350 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Unexposed Form Finish: Repair tie holes and patch defective areas. Rub down or chip off fins or other raised areas exceeding 1/4 inch height. C. Exposed Form Finish: Fill tie holes with mortar and patch defective areas, with fins or other projections completely removed and smoothed. 1. Contiguous unformed surfaces: Strike smooth and float to a similar texture tops of walls, horizontal offsets, and other unformed surfaces adjacent to or contiguous with formed surfaces. Continue final finish of formed surfaces across unformed surfaces, unless otherwise specifically indicated. D. Sandblasting: 1. Comply with city ordinances regarding noise and dust control. 2. Degree of blasting: Remove surface mortar only; expose fine aggregate, occasional exposure of course aggregate acceptable. 3.6 FINISHING SLABS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES coarse aggregate, and using a blend of white and normal portland cement as necessary to achieve color match. Consolidate thoroughly and strike off slightly higher than surrounding surface. A. Finishing Operations - General: 1. Do not directly apply water to slab surface or dust with cement. 2. Use hand or powered equipment only as recommended in ACI 302.1R. 3. Screeding: Strikeoff to required grade and within surface tolerances indicated. Verify conformance to surface tolerances. Correct deficiencies while concrete is still plastic. 4. Bull Floating: Immediately following screeding, bull float or darby before bleed water appears to eliminate ridges, fill in voids, and embed coarse aggregate. Recheck and correct surface tolerances. 5. Do not perform subsequent finishing until excess moisture or bleed water has disappeared and concrete will support either foot pressure with less than 1/4 -inch indentation or weight of power floats without damaging flatness. 6. Final floating: Float to embed coarse aggregate, to eliminate ridges, to compact concrete, to consolidate mortar at surface, and to achieve uniform, sandy texture. Recheck and correct surface tolerances. 7. Troweling: Trowel immediately following final floating. a. Apply first troweling with power trowel except in confined areas, and apply subsequent trowelings with hand trowels. b. Wait between trowelings to allow concrete to harden. c. Do not overtrowel. d. Begin final troweling when surface produces a ringing sound as trowel is moved over it. e. Consolidate concrete surface by final troweling operation. f. Completed surface shall be free of trowel marks, uniform in texture and appearance, and within surface tolerance specified. B. Coordinate appearance and texture of required final finishes with the Architect before application. C. Broomed Float Finish: After floating and when water sheen has practically disappeared, apply uniform transverse (perpendicular to traffic pattern) corrugations approximately 1/16 inch deep, without tearing surface. D. Trowel Finish: As specified above. 24944.13 03350 - 7 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 • E. Trowel and Fine Broom Finish: Follow trowel finishing operation immediately with fine brooming to achieve slightly scarified surface. F. Repair of Slab Surfaces: Test slab surfaces for smoothness and to verify surface plane to tolerance specified. Repair defects as follows: 1. High areas: Correct by grinding after concrete has cured for not less than 14 days. 2 Low areas: Immediately after completion of surface finishing operations, cut out low areas and replace with fresh concrete. Finish repaired areas to blend with adjacent concrete. Proprietary patching compounds may be used when approved by the Architect. 3. Crazed or cracked areas: Cut out defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts. Dampen exposed concrete and apply bonding compound. Mix, place, compact, and finish patching concrete to match adjacent concrete. 4. Isolated cracks and holes: Groove top of cracks and cut out holes not over 1 inch in diameter. Dampen cleaned concrete surfaces and apply bonding compound; place dry pack or proprietary repair compound acceptable to Architect while bonding compound is still active: a. Dry -pack mix: One part portland cement to 2 -1/2 parts fine aggregate and enough water as required for handling and placing. b. Install patching mixture and consolidate thoroughly, striking off level with and matching surrounding surface. Do not allow patched areas to dry out prematurely. 3.7 CURING FORMED SURFACES A. Provide continuous curing of formed concrete for minimum of 7 days after concrete placement. B. Acceptable Systems: 1. Forms left in place minimum 7 days. 2. Moist curing (Curing Type A); forms stripped prior to 7 days. 3. Silicate curing compound (Curing Type B); forms stripped prior to 7 days. C. Adjacent unformed surfaces: Curing Method A or Method B. 3.8 CURING SLABS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES A. Prevent premature drying of freshly placed concrete, and protect from excessively cold or hot temperatures until concrete has cured. B. Curing Period: Not less than 7 days for standard cements and mixes. C. Slab Surfaces: 1. Start curing as soon as free water has disappeared, but before surface is dry. Place to protect adjacent concrete edges. Acceptable curing methods are specified in "SYSTEM DESCRIPTION" article of Part 1. a. Curing compound: Apply at rate stated by manufacturer to conform with moisture - retention requirements specified, using second, immediate application at right angles to first, if necessary, and reapply if damaged by rain. 3.9 REMOVAL OF FORMS AND SUPPORTS 24944.13 03350 - 8 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 A. Non - Load - Bearing Formwork: Provided that concrete has hardened sufficiently that it will not be damaged, forms not actually supporting weight of concrete or weight of soffit forms may be removed after concrete has cured at not less than 50 degrees F for 24 hours. Maintain curing and protection operations after form removal. 3.10 MISCELLANEOUS CONCRETE ITEMS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 03350 CONCRETE FINISHES A. Fill -in: Fill in holes and openings left in concrete structures for passage of work by other trades after such work is in place. Place such fill -in concrete to blend with existing construction, using same mix and curing methods. 3.11 CONCRETE REPAIRS - FORMED SURFACES A. Perform cosmetic repairs of concrete surfaces as specified under concrete application. B. Demolish unacceptable concrete work. Unacceptable is defined to include: 1. Concrete not meeting requirements for strength or other specified properties (as determined by specified quality assurance procedures). 2. Work with finish not matching mock -up (as determined by Architect. 3. Work not conforming to specified tolerances. 3.12 SEALED CONCRETE FLOORS A. Sealer: 1. Apply chemical sealer /hardener finish following manufacturer's printed application instructions; apply single saturation coat. 2. Remove surplus sealer /hardener and rinse according to manufacturer's instructions. B. Burnishing: Prior to substantial completion, apply light second coat of chemical sealer- hardener material and polish using mild abrasives or brushes in accordance with sealer /hardener manufacturer's recommendations. Buff to even satin sheen. 24944.13 END OF SECTION 03350 - 9 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS 1.3 DELIVERY, STORAGE, AND HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05030 METAL SHOP FINISH A. Section Includes: 1. Shop finishing of exterior metal items. a. Finishes for interior items within conditioned space are specified in the respective section (shop primer) and Section 09900 (finish coats) . 2. Shop priming of steel to receive intumescent fireproofing specified in Section 07812. 3. Finishing of fastener heads, nuts, and washers used in conjunction with shop finished metal items which will be exposed in the finish work. 4. Repair or refinishing of damaged finishes. B. Related Sections - Items to receive finish specified in this section: 1. Structural Steel: Section 05120. 2. Steel Doors and Frames (exterior): Section 08110. C. Related Sections - Painting of metal items not shop finished under this section: 1. (Ordinary) shop coating for metal fabrications: Sections 05500 05510, and 05521. 2. Painting: Section 09900. A. Product Data: Manufacturer's technical data sheets for each coating. 1. Application instructions including mixing, surface preparation, compatible primers and topcoats, recommended wet and dry film thickness, recommended application methods. 2. Manufacturer's recommendations for use; include limitations. A. Handling - Painted Members: 1. Do not handle freshly painted members until paint has cured in accordance with manufacturer's recommendations for "to handle" curing. Adjust time requirements for ambient and surface temperature and relative humidity. 2. Packing and Shipping: Provide protective wrappings, cartons, dunnage between members, crating and the like as required to prevent damage to coating in shipping, delivery, and handling at the site. 3. Lifting - Shop and site: a. Machine lifting: Use padded slings to lift members. b. Manual lifting: Use clean cotton gloves. PART 2 - PRODUCTS 2.1 PRODUCTS - GENERAL A. Acceptable Manufacturers: 1. Tnemec Company, Inc. 2. Wasser Coatings 3. Carboline. 4. Ameron. 5. Sherwin- Williams Co. 24944.13 05030 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 PAINT PRODUCTS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05030 METAL SHOP FINISH A. General: 1. Recoating: "No recoat window "; cured product requires no sanding or chemical treatment to receive subsequent paint coating (of primer, intermediate, or finish coating). 2. Cure time: Dry to handle or recoat in 1 hour maximum at 70 degrees F; may be accomplished using accelerator. B. Primer: Zinc -rich Urethane or Epoxy: 1. Minimum zinc content: 80 percent in cured film. 2. Salt spray resistance at minimum recommended thickness: 4000 hours per ASTM B 117. 3. AISC rated "Class B" for use on faying surfaces. 4. Acceptable products: a. Tnemec 90 -97 "Tneme- zinc ". b. Wasser "MC- Zinc ". c. Sherwin - Williams "Corothane I Galva -Pac Zinc Primer" B65G10/B69D11. d. Carboline 684. e. Ameron "Amercoat 68HS" C. Non - ferrous primer: High solids polyamide epoxy or urethane; recommended by topcoat manufacturer for adhesion to new galvanized surfaces and compatibility with finish coat material. Acceptable products include: a. Tnemec Series 161 "Tneme - Fascure ". b. Wasser "MC- Ferrox A ". c. Sherwin - Williams "Recoatable Epoxy Primer" B65 Series • /B67V5. d. Carboline 888. e. Ameron "Amercoat 385 ". D. Intermediate Coat: High solids polyamide epoxy or urethane; recommended by topcoat manufacturer for adhesion to primer and compatibility with finish coat material. Acceptable products include: a. Tnemec Series 161 "Tneme- Fascure ". b. Wasser "MC- Ferrox B ". c. Sherwin- Williams "Recoatable Epoxy Primer" B65 Series /B67V5. d. Carboline 888. e. Ameron "Amercoat 385 ". E. Finish Coat: Urethane - Semi - gloss. 1. Hardness: HB per ASTM 3363. 2. Gloss: 35 - 60 at 60 degrees per ASTM D 523. 3. Abrasion resistance: Maximum 75 mg using Taber abrader, 1000 g wheel, 1000 cycles. 4. Color retention: Maximum 4 MacAdam Units with no chalking per ASTM D -2244 after exposure to either of the following: a. South Florida exposure at 45 degrees for 2 years. b. QUV (ASTM G 53): 1500 hours. 5. Acceptable products: a. Tnemec Series 75 "Endura- Shield ". b. Wasser "MC- Luster ". c. Sherwin - Williams "Hi- Solids Polyurethane" B65 Series /B60V30 with flatting agent. d. Carboline 133 HB. e. Ameron 450SA. 05030 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z W 0: U ND J = H CO W WO u. Q I 1. W Z � Z° UJ W U O N CI i— W H0 L O Z W U= O ~ Z 2.3 SURFACE PREPARATION 2.5 SHOP PAINTING 2.6 SHOP PAINT SYSTEMS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05030 METAL SHOP FINISH A. Steel: Commercial Blast Clean; SSPC SP -6. 1. Intricate fabricated shapes may be pickled per SSPC SP -8 in lieu of blast cleaning cleaning. B. Galvanized Steel and Non- ferrous Metals: Sand Smooth. Solvent Clean; SSPC -SP -1 followed by detergent wash and hot water rinse. Dry thoroughly. U (.) O C. Bolts, Nuts, and Washers: "Dacromet" coated or other corrosion- CO protected system which provides the following W P Y p g properties: '1. Minimum 1500 hours salt -spray resistance per ASTM B 117. h 2. Compatible with intermediate and finish coats without additional N W O preparation, pre- treatment, or primer. } 2.4 MIXING AND THINNING g u)D A. Remove and discard any skin formed on surface of coatings in a containers. W 1. Discard any containers where skin comprises 2 percent or more of Z the remaining material. O 2. Do not add thinner except as specifically recommended (not merely Z F. permitted) by the coating manufacturer for proper coating W W application under the circumstances prevailing in the facility when application equipment recommended by the coating manufacturer 0 is employed. O N the quantities and the types 0 3. Use only qu ypes of thinner recommended. W W 20 B. Mix materials using mechanical mixers in accordance with coating N- _ manufacturer's instructions. Agitate mixed materials during a.F application if recommended by manufacturer. „ Z W C. Combine multi - component paints in quantities needed for use within the = manufacturer's recommended pot life at the anticipated application 0 F - temperatures. Discard remaining mixed material after pot life has Z expired. A. Primer: 1. Welds: "Stripe coat" to provide additional 2 mils DFT minimum 3 inches beyond weld on all sides. 2. Faying surface: Do not exceed manufacturer's specified allowable thickness for primer on faying surfaces. B. Finish coat and intermediate coat may be field applied Contractor's Option. A. Steel - Semi -gloss Finish: 1. Primer: 2.5 to 3.5 mils DFT. 2. Intermediate coat: 2.5 to 4 mils DFT. May be shop applied or field applied. 3. Finish: 3 to 5 mils DFT. May be shop applied or field applied. B. Non - Ferrous Metal or Galvanized Steel Shop Paint System; Urethane, semigloss; Primer only or entire finish may be shop applied or field applied: 1. Primer: Non - ferrous primer 2.3 to 3.5 mils DFT. 2. Finish: 3 to 5 mils DFT. May be shop applied or field applied. 05030 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Fasteners: Finish coat to match adjacent steel. 1. Shop connections: Primer optional (not required). 2. Field connections: All coatings field applied. a. Intermediate coat (2.5 to 4 mils DFT) and finish coat (3 to 5 mils DFT) or 2 finish coats at 3 to 5 mils DFT each. PART 3 - EXECUTION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05030 METAL SHOP FINISH 3.1 FIELD REPAIRS OF DAMAGED COATINGS A. Welds: Grind smooth and dress with body filler (e.g. "Bondo). Sand flush with adjacent surfaces. B. Damaged areas: 1. Primer damage: Surface preparation: SSPC SP -3; "feather" onto undamaged surface of subsequent shop coats. 2. Intermediate or topcoat damage (primer intact): Sand or abrade to remove damaged coating without removing primer. C. Solvent clean areas to receive paint. D. Apply primer, intermediate coats, and top coat as specified for shop coating. 1. Intermediate or topcoat damage (primer intact): Primer recoating not required. E. Wet -sand primer and intermediate coats to blend repaired area with undamaged coating. 3.2 FIELD APPLIED COATINGS A. Bolted Connections: 1. Clean with power wire brush and air blast. 2. Apply coatings as specified above. B. Finish (or Intermediate) Coats: Apply coatings to surfaces that are clean and properly prepared in accordance with manufacturer's instructions. Remove dirt, dust, grease, oils, and foreign matter. Prepare surface for proper texture necessary to optimum coating adhesion and intended finished appearance. 1. Remove hardware, cover plates, and similar items before applying coatings. a. After application of coatings, install removed items. Use only skilled workmen for removal and replacement of such items. 2. Provide protection for non - removable items not scheduled for coating. 3. Protect surfaces not scheduled for coating. a. Clean, repair, or replace to the satisfaction of the Architect any surfaces inadvertently spattered or coated. 4. Apply coatings in accordance with coating manufacturer's instructions and using application method best suited for obtaining full, uniform coverage of surfaces to be coated. 3.3 CLEANING AND PROTECTION A. Cleaning: 1. Clean work area on a daily basis; dispose of spent materials and empty containers. 24944.13 05030 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05030 METAL SHOP FINISH 24944 .13 2. Remove all trace of coatings from adjacent surfaces not scheduled to be coated. Remove by appropriate methods that do not damage surfaces. B. Protection: 1. Protect work against damage until fully cured. Provide signs identifying wet surfaces until surfaces are adequately cured. 2. Shortly before final completion of the project, examine surfaces for damage to coatings and restore coatings to new, undamaged condition. 3. Touch -up of minor damage will be acceptable where result is not visibly different from surrounding surfaces. Where result is different either in color, sheen, or texture, recoat entire surface. END OF SECTION 05030 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05031 FLUOROPOLYMER COATING SYSTEMS A. Section Includes: 1. Baked -on fluoropolymer coating systems (a.k.a. PVF2, Kynar, or high - performance organic coating) on surfaces specified in respective technical Sections of this Specification. Applications include work specified in the following sections: a. 07412 - Manufactured Metal Roof Panels b. 07620 - Sheet Metal Flashing and Trim. c. 08920 - Glazed Aluminum Systems. d. 09513 - Metal Plank Ceiling and Soffit. e. 10210 - Metal Wall Louvers. 2. Repair or refinishing of damaged finishes. B. Related Sections: 1. 05030 - Metal Shop Finish: High - performance conventional (air dried) coating systems. 1.2 REFERENCES A. Architectural Aluminum Manufacturer's Association (AAMA): 2605 -98 Voluntary Specification for High Performance Organic Coatings on Architectural Aluminum Extrusions and Panels. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's literature and technical data for each coating system. 1. Application instructions including mixing, surface preparation, compatible primers and topcoats, recommended wet and dry film thickness, recommended application methods. 2. Manufacturer's recommendations for use; include limitations. B. Certificate for Applicator's Qualifications: Submit certification from the manufacturer stating that the applicator is an approved applicator of the material for work of this Section. C. Samples: Submit samples of each specified finish in selected colors on 12 inch long sections of extrusions and 12 inch square heavy gage sheet metal. Furnish additional samples as required until colors and finishes are approved. Label samples with color number, name and date. D. Coating Touch -Up Procedures: Submit coating manufacturer's recommended touch -up procedures and instructions. E. Warranty Draft: Submit draft of warranty with required inclusions for review. Submit draft warranty with product data. F. Contract Closeout Submittal: Submit warranty at time of Project Closeout; include warranty in "Warranties Manual" specified in Section 01770. 1.4 QUALITY ASSURANCE A. Consistency: Coating system shall be factory applied and oven baked on pretreated and primed metal substrates. Coating specified as one color on various portions of the work shall match in color and visual 24944.13 05031 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 texture. B. Fluoropolymer Coating Applicator Qualifications: Engage an experienced coating applicator that is approved by fluoropolymer coating manufacturer. If requested, coating applicator shall furnish test results of previously tested production specimens within the last 6 months showing conformance with AAMA 2605. 1.5 DELIVERY, STORAGE & HANDLING A. Wrap finished parts and package in such a way that exposed surfaces are protected. 1. Do not handle freshly painted members until paint has cured in accordance with manufacturer's recommendations for "to handle" curing. Adjust time requirements for ambient and surface temperature and relative humidity. 2. Packing and Shipping: Provide protective wrappings, cartons, dunnage between members, crating and the like as required to prevent damage to coating in shipping, delivery, and handling at the site. 3. Lifting - Shop and site: a. Machine lifting: Use padded slings to lift members. b. Manual lifting: Use clean cotton gloves. 1.6 WARRANTY A. Refer to Section 01787 for additional requirements. B. Special Warranty: Submit written warranty for a period of ten (10) years from date of Substantial Completion, stating that coating will not blister, peel, crack, chalk, change color or have other forms of degradation for the full warranty period. 1. For the purpose of this warranty, color change is defined as not to exceed 5 N.B.S. units as determined in accordance with ASTM D2244. Chalking is defined as not less than a numerical rating of 8 when measured in accordance with ASTM D659. 2. In the event that any of the above coating failures occurs within the warranty period, the Contractor shall replace items showing failure, and assume full coats of labor and materials for replacement. Replacement item(s) shall be new and be finished with same type of fluoropolymer coating meeting the requirements of this specification. Any replacement item shall match its adjacent member within tolerances as specified herein. 3. Owner may, at his discretion, permit field repairs in lieu of replacement, provided the coating failure is minor in scope and the field repair material and method employed match its adjacent member. 4. Warranty shall be signed by the coating manufacturer, coating applicator and Contractor. Warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the Contract Documents. PART 2 - PRODUCTS 2.1 MANUFACTURERS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05031 FLUOROPOLYMER COATING SYSTEMS A. Resin - Provide Coatings manufactured with po.lyvinylidine fluoride resin made by one of the following: 1. Atochem North America, Inc. ( "Kynar 500 ") 2. Ausimont USA, Inc. ( "Hylar 5000 "). 24944.13 05031 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Coating Formulators: 1. PPG Industries, Inc. 2. Akzo Coatings, Inc. 3. Valspar Corp. 4. Lilly Industries, Inc. 5. Morton International, Inc. 2.2 FLUOROPOLYMER COATINGS - "FP - #" A. General: Factory applied, baked on fluoropolymer coating containing minimum 70 percent polyvinylidene fluoride (PVDF) by weight in resin system. Provide system consisting of primer and one or more topcoat(s) meeting or exceeding AAMA 2605. 1. Color: Custom; see Finish Schedule Key. B. Coil coatings: Dry film thicknesses specified below are spray coating thicknesses; manufacturer's standard thickness which meet performance requirements of AAMA 2605 are acceptable. C. Spray (extrusion) Coatings: Meet or exceed AAMA 2605. Dry film thicknesses specified are minimum. D. Standard (2 -Coat) System: PPG Industries "Duranar" or equivalent. 1. Dry Film Thickness: 0.25 mil (plus or minus 0.05 mil) primer coat, 1.0 mil color coat. E. Mica -Flake System: Metallic appearance achieved by use of mica flakes in topcoat; no clearcoat required. Acceptable products include. 1. PPG "Duranar Sunstorm ". 2. Valspar: "Fluoropon Classic II." 3. Morton "Ultramet C ". 4. Akzo "Tri- Escent II" F. Touch -Up Material: Fluoropolymer air -dried system which is recommended and approved by fluoropolymer finish coating manufacturer. 2.3 FABRICATION A. Spray or Coil Applied Systems: Pretreatment and coating application shall be in accordance with coating manufacturer's recommendations. B. Metal Preparation and Pre - Treatment: Remove organic and inorganic surface soil, grease, oils, and other foreign materials using a chemical cleaning and pre- treatment process as recommended by coating manufacturer. 1. Chemical conversion coating: ASTM D1730, Type B, Method 5 or Method 7. 2. Weight of chemical conversion coating: ASTM B449, Section 6, Class 1. 3. Processing: ASTM B449, Section 5. C. Finishing: Apply coating by conventional air or electrostatic spray or by coil coating process over surfaces which have been thoroughly clean, pretreated and primed according to specifications of the licensed formulator. Dipping and flowcoating are not permitted. Thermally cure (bake) coating immediately following application. 1. All coil coating shall be processed in one production lot to aid in eliminating color variations due to use of metallic coating. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05031 FLUOROPOLYMER COATING SYSTEMS 05031 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.4 SOURCE QUALITY CONTROL 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05031 FLUOROPOLYMER COATING SYSTEMS A. General: Coating applicator shall maintain a Quality Assurance Log which reflects conditions under which production was made, including pretreatment cycles; coating conditions; cure temperature and time; z random testing of dry film thickness, color and gloss; and selection Q • of random production samples. H Z B. Surface Appearance: Cured coating must be visibly free from flowlines, streaks, blisters and other surface imperfections on U exposed surfaces. 00 1. Surfaces shall have no signs of mill finish aluminum or 0 gn galvanized N W material showing. 2. No "rack" or "gripper" marks caused by the finishing process on J exposed aluminum surfaces will be permitted. N u- WO 2 PART 3 - EXECUTION u Q . 3.1 REPAIR AND TOUCH -UP N d I- _ A. Minor scratches and blemishes: Repair with coating manufacturer's Z1- recommended products or system. Provide repairs which: O 1. Match original finish for color and gloss. Z h- 2. Adhere to original finish when tested as per AAMA 2605. W j 3. Are not discernable when viewed at a distance of 5 feet. U Q 3.2 PROTECTION O C1 1-- A. Protection: W W 1. Shortly before final completion of the project, examine surfaces 1 U for damage to coatings and restore coatings to new, undamaged lL O condition. „ Z 2. Touch -up of minor damage will be acceptable where result is not W 07 visibly different from surrounding surfaces. Where result is U = different either in color, sheen, or texture, recoat entire 0 ' -- surface or provide new building component. Z END OF SECTION 05031 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 !• PART . 1 - GENERAL 1.1 SUMMARY MUSEUM OF .FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL A. Section Features 1. Structural steel fabrication and erection required for completion of the work 2. Architectural exposed structural steel fabrication and erection required for completion of the work, where indicated B. Related Sections 1. 01330 - Submittal Procedures 2. 01450 - Quality Control 3. 05300 - Metal Deck 4.. 07810 - Spray -on Fireproofing 5. 07812 - Intumescent Fireproofing 6. 05030 - Metal Shop Finish 1.2 REFERENCE STANDARDS A. General: The latest versions of the publications listed below form a part of this specification; comply with provisions of these publications except as otherwise shown or specified. B. American Institute of Steel Construction (AISC) . 1. AISC: "Code of Standard Practice for Steel Buildings and Bridges," except Paragraph 4.2.1, is modified by deletion of the following sentence: "This approval constitutes the owner's acceptance of all responsibility for the design adequacy of any connections designed by the fabricator as a part of his preparation of these shop drawings." 2. AISC: Manual of Steel Construction, Load and Resistance Factor Design Specification for Structural Steel Buildings. 3. AISC: Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings. 4. AISC: Seismic Provisions for Structural Steel Buildings. 5. AISC: Specification for Structural Joints Using ASTM A325 or A490 Bolts. C. American Society for Testing and Materials (ASTM) 1. ASTM A6: General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use 2. ASTM A36: Structural Steel 3. ASTM A53: Standard Specification for Pipe, Steel, Black and Hot - Dipped, Zinc - Coated, Welded and Seamless 4. ASTM Al23: Zinc (Hot -Dip Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip 5. ASTM A307: Carbon Steel Externally and Internally Threaded Standard Fasteners 6. ASTM A325: High - Strength Bolts for Structural Steel Joints 7. ASTM A441: High- Strength, Low -Alloy Structural Manganese- Vanadium Steel 8. ASTM A490: Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints 9. ASTM A500: Grade B Cold- Formed Welded and Seamless Carbon Steel Structural Tubing 10. ASTM A501: Hot - Formed Welded and Seamless Carbon Steel Structural. Pipe 11. ASTM A572: High- Strength Low -Alloy Columbium- Vanadium Steels of Structural Quality 76281.20 05120 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1.3 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL 12. ASTM A588: High - Strength Low -Alloy Structural Steel with 50,000 PSI Minimum Yield Point to 4 -Inch Thickness 13. ASTM A913: High - Strength Low -Alloy Steel Shapes of Structural Quality, Produced by the Quenching and Self - Tempering Process (QST) 14. ASTM A992: Standard Specifications for Steel for Structural Shapes for Use in Building Framing 15. ASTM F959: Compressible- Washer -Type Direct Tension Indicators for Use with Structural Fasteners 16. ASTM F1852: Standard Specifications for "Twist Off" Type Tension Control Structural Bolt /Nut /Washer Assemblies D. American Welding Society (AWS) 1. AWS A2.4: Welding Symbols 2. AWS A3.0: Terms and Definitions 3. AWS A5.1: Specifications for Mild Steel Covered Arc Welding Electrodes 4. AWS A5.5: Specification for Low -alloy Steel Covered Arc Welding Electrodes 5. AWS A5.17: Specification for Carbon Steel Electrodes and Fluxes for Submerged Arc Welding 6. AWS A5.20: Specification for Carbon Steel. Electrodes for Flux Cored Arc Welding 7. AWS A5.23: Specification for Low -Alloy Steel Electrodes and Fluxes for Submerged Arc Welding 8. AWS D1.1: Structural Welding Code - Steel 9. AWS D1.4: Reinforcing Steel Welding Code, including Metal Inserts and Connections in Reinforced Concrete A. Fabricator /Erector: Must have plant, facilities, and personnel sufficient to fabricate and /or erect structural steel indicated on the drawings. Must have minimum of 5 years experience with a record of successful in- service performance and be able, upon request, to show framing of size, materials, and scope similar to work of this contract. Must demonstrate sufficient production capacity to provide structural steel indicated on the drawings. B. Material: Provide only structural steel certified as conforming with specified requirements and fabricate specifically to the requirements of this contract. Material that does not conform to the requirements of this contract may be rejected at any time. C. Allowable Tolerances: Unless otherwise specified or noted on drawings or in this specification, provide structural steel work in accordance with the following minimum tolerances: 1. Fabrication Tolerances: In accordance with requirements of AISC specification unless noted otherwise and as required to maintain the erection tolerances specified herein. 2. Erection Tolerances: In accordance with requirements of AISC. The Contractor alone shall be responsible for the correct fitting of all structural members and for the elevation and alignment of the finished structure. Any adjustment necessary in the steel frame because of discrepancies in elevations and alignment shall be the responsibility of the Contractor. D. Connection Identification: Each person installing connections shall be assigned an identifying symbol or mark, and all shop and field connections shall be so identified so that the Owner's Testing Agency can refer to the person making the connection. 76281.20 05120 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL E. Test and Inspections: Work is subject to special testing and inspection. Refer to Section 01450 - Quality Control. The Fabricator /Erector shall provide the Owner's Testing Agency and the Architect /Engineer access to places where material is being fabricated /erected. Notice shall be given for joints requiring inspection for proper end preparation, root opening, etc., prior to welding. F. Engineering by Contractor: The Contractor shall engage a structural or civil engineer, licensed in the state where the project exists, to review and design, where needed, for the support of hoisting equipment, welding machines, and other construction imposed loads, for the stacking of materials such as metal decking, etc., and for temporary bracing, shoring, and other safety related construction procedures where required. It is the Contractor's responsibility to obtain and pay for such engineering services. G. Welder Qualifications: Each welder performing work on this project shall be qualified before commencement of welding on this project in accordance with the American Welding Society, AWS D1.1, and Washington Association of Building Officials (WABO). Copies of each welder's • qualification records shall be made available to the Architect and Owner's Testing Agency for review. H. Inspections: A qualified inspector under the requirements of the building code shall continuously inspect Field welds. I. Bolting Quality Assurance: The bolt supplier shall visit the project site or fabrication plant if bolt installation is to be performed during the bolting start -up to demonstrate proper installation procedures and verify inspection procedure with the Contractor, Erector, and the Owner's Testing Agency. The Contractor shall distribute written verification of the visit to the attending parties, Owner, Architect, and Owner's Structural Engineer. J. Shop Testing by Contractor: The Contractor shall perform ultrasonic testing and visual inspection of all plate material and rolled sections greater than 1 -1/2 inches in thickness and located at welded connections for discontinuities prior to fabrication. The test area is defined as a zone up to 6 inches away from the weld in the connection. These tests shall be in addition to the ultrasonic testing of all full - penetration welds that will be performed by the Owner's Testing Agency. The Contractor's testing shall be submitted to the Architect /Engineer and Owner's Testing Agency. All costs associated with this testing shall be borne by the Contractor. 1. Ultrasonic Testing: Conduct in accordance with ASTM A435 with the following modifications and supplementary requirements: a. Supplementary Requirements Si, requiring 100% scanning of the test, are to be included. b. Section 5.2, Acceptance Standards, is supplemented with the following provision: "The fabricator, insofar as practical, may reposition a rejected plate so that rejectable defects are not located in a test area." K. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. 76281.20 05120 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL L. Pre- Construction Conference: Schedule a job conference to review the Structural Documents prior to development of shop drawings. The conference shall be attended by all pertinent parties, which is, at a minimum, to include the Fabricator, Erector, Contractor, Owner's Testing Agency, and Structural Engineer. 1.4 SUBMITTALS A. Submit the following in accordance with Section 01330 - Submittal Procedures. B. Shop Drawings: Submit shop drawings for review prior to commencing any fabrication of structural steel. 1. Show framing layout, dimensions, connections with adjoining materials and construction, finishes, welds, bolts and fasteners, anchoring, and all fabrication or erection accessories required. 2. Specify field welds, cuts, holes, and fasteners. 3. Verify all dimensions and correlate with adjoining construction and materials. 4. Indicate size, type, and grade of all members. 5. Include with each detail shown on the shop drawings a reference to the Architect's and Engineer's drawings and details, where applicable. 6. Prior to shop drawing submittal, the Contractor and Fabricator shall review the drawings for obvious drafting and detailing errors. C. One month prior to commencing fabrication, submit Fabricator's quality assurance procedures to the Architect, Engineer, Owner, and Owner's Testing Agency. D. Indicate welded connections on shop drawings using standard AWS welding symbols. Show all welded connections with details showing size, length, location, and type of welds. E. Mill Reports: Submit three copies of certified mill reports indicating heat and melt numbers of steel. 1. If test reports are not submitted or test reports cannot be identified with material proposed for use in the work, then secure and perform structural tests on 5% of all such unidentified steel. 2. Contractor shall furnish all such material for testing and pay for all such tests. 3. Furnish Owner, Architect, and Structural Engineer certified copies and Fabricator one certified copy of all test reports. F. Inspection Test Reports: Upon request, submit to Architect copies of Contractor's ultrasonic testing reports. G. Placement Plans: Submit placement plans and details as required for the satisfactory placing, connection, and anchorage of all structural members. H. Survey Reports: Promptly submit an accurate survey of actual elevations and locations of base plates and anchor bolts, and alignments as well as elevations of all steel as noted on the drawings. The report shall specify that the location of the structural steel is acceptable for plumbness, level, and alignment within the specified tolerances. 76281.20 05120 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 I. Certification: Submit manufacturer's certified test reports on load indicator washers and/or tension control bolts on at least three samples from each heat supplied to conform to tolerance range. J. Welding Procedures: For welded joints prequalified and non- prequalified by AWS D1.1, submit a description of welding procedures proposed for use on structural steel a minimum of one month prior to use. Furnish joint welding procedure qualification tests as required by AWS D1.1. for non - prequalified welded joints. K. Manufacturer's Certification is required as follows: 1. Bolts, Nuts and Washers: Furnish complete manufacturer's mill test reports conforming to ASTM A325, Type 1, or ASTM A490. Markings and chemistry must also comply with the specification. Certification numbers must appear 'on product containers and correspond to certification numbers on mill test report to be accepted. Mill test report must be supplied to both purchaser and Owner's Testing Agency. 2. Filler material for welding. L. Erection Plan: Submit a comprehensive erection plan including sequencing, crane requirements, means and methods, temporary shoring and bracing, safety procedures, etc. The erection design and calculations shall be .prepared by a structural engineer, licensed in the state of the project. The erection plan is to be submitted solely for the purpose of confirming that the Contractor has complied with the specification requirements to prepare an erection plan. The erection plan will not be reviewed. M. Product Data: For shop primers, include manufacturer's technical' information .including basic materials analysis and application instructions. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with the requirements of the general conditions and of ASTM A6, including the following. B. Store materials in a manner to permit easy access for inspection and identification. 1. Keep steel members off the ground, using pallets, platforms, or other supports. 2. Protect steel members and packaged materials from erosion and deterioration. C.. Do not store materials on the structure in a manner that might cause distortion or damage to the members of the supporting structures. Repair or replace damaged materials or structures at no additional cost to the Owner. D. Columns, beams, girders, and other members that are to receive sprayed - on fireproofing shall be free of loose rust, heavy mill scale, oil, dirt, or other foreign substances prior to application of fireproofing materials. E. All fasteners shall be stored and protected in accordance with the current requirements of the "Specification for Structural Joints using ASTM A325 or A490 bolts." 1.6 JOB CONDITIONS 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL 05120 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 A. Temporary Bracing: Temporary bracing and guylines shall be provided to adequately protect all persons and property and to ensure proper . alignment. B. Temporary Floors: All temporary flooring, planking, and scaffolding necessary in connection with the erection of the structural steel or support of erection machinery shall be provided. The temporary floors or use of steel decking shall be as required by law and governing safety regulations. The reduced load capacity of members and assembly, especially the floor and roof beams and girders due to their unbraced condition prior to welding of metal deck and completion of concrete slabs, is hereby noted and shall be considered. C. Holding and Protection: In assembling and during welding, the component parts shall be held with sufficient clamps or other adequate means to keep parts straight and in close contact. In welding, precautions shall be taken to minimize "lock -up" stress and distortion due to heat. In windy conditions, welding shall be done only after adequate wind protection is furnished and set up and as specified in the AWS. 1.7 CONDITION OF STEEL A. Pre - Fireproofing Inspection: The Contractor, structural steel erector, sprayed -on fireproofing applicator, and the Owner's Testing Agency shall conduct a visual inspection of all structural steel prior to receiving fireproofing. The purpose of this inspection is to check for foreign substances on the surfaces, which could impair adhesion. Any cleaning that may be necessary as a result of this inspection shall be done at no additional cost to the Owner. B. Application of the sprayed -on fireproofing will not commence until all steel surfaces have been accepted by the sprayed -on fireproofing subcontractor and material manufacturer. No additional compensation shall be granted to the Contractor, structural steel erector, or fireproofing applicator should it be determined at a later date that foreign substances, which were allowed to remain on the steel surfaces, will have a detrimental effect in obtaining total adhesion in accordance with specification Section 07250 - Spray -on Fireproofing. 1.8 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) A. Where items are indicated on the drawings as being AESS, the fabrication, erection, and finishing of these items shall be in conformance with the AISC Code of Standard Practice for Steel Building and Bridges, Section 10. PART 2 - PRODUCTS 2.1 MATERIALS AND COMPONENTS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL A. Carbon Steel and High- Strength Low -Alloy Steel: Provide steel shapes, plates, and bars of structural quality, sizes, and standards noted on drawings for use in welded and bolted construction. Steel manufactured • by the acid bessemer process shall not be used for structural purposes. Steel that, in the opinion of the Owner's Testing Agency, is badly corroded or physically damaged shall not be incorporated in the work 76281.20 05120 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 76281.20 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL until the Owner's representatives, Contractor, Erector, and Fabricator have agreed to allow the installation. B. Standard Fasteners: Low - carbon steel externally and internally threaded fasteners conforming to requirements of ASTM A307, Grade A. Provide hexagonal heads and nuts for all connections. Include lock washers under nuts or self - locking nuts. C. High- Strength Fasteners: Quenched and tempered steel bolts and nuts conforming to requirements of ASTM A325 or ASTM A490. 1. Provide heavy hexagonal head bolts and nuts, and hardened steel washers. 2. Load indicator washers conforming to ASTM F959 or tension control bolts conforming to ASTM F1852 shall be used. 3. Any proposed substitutions must have documentation submitted for review and approval of the Structural Engineer one month prior to construction. 4. Acceptable tension control bolt suppliers shall be Lejuene Bolt Company /Lakeview, Minnesota, and Bristol Industries /Brea, California, or approved equal. D. Weld Electrodes: See AWS D1.1 for requirements. See Structural General Notes for filler metal Charpy V -notch impact toughness requirements. E. Headed Shear Connector Studs, Deformed Bar Anchors: Refer to Section 05300 for specific requirements at composite floor deck. 1. Headed Shear Connector Studs: ASTM A108, Grade 1015 or 1020; of dimensions complying with AISC specifications and the contract drawings; through deck stud welded shear connectors. Install in such a manner as to provide complete fusion between the end of the stud and structural steel base material. 2. Deformed Bar Anchors: ASTM A496 of dimensions per plan. Install in such a manner as to provide complete fusion between Anchor and base material. 3. All steel stud /anchors welded to steel beams or plates shall be "Tru- weld studs," Division of Tru -Fit Screw Products Corporation, Cleveland, Ohio; "Nelson Stud," Division of Gregory Industries, Inc., Lorain, Ohio; or approved equal. All stud anchors shall be automatically end - welded in shop or field with equipment recommended by manufacturer of studs and anchors. 4. All welded connectors are to be end welded in accordance with AWS D1.1. Base metal is to be clean, dry, and free of paint, rust, oil, scale, or other contaminants. Welding should not be done when the base metal temperature is below 0 ° F. 5. Where threaded studs are specified, the stud shall utilize a reduced weld base so that the weld flash will match the diameter of the fastener. F. Drilled -in- Concrete Anchors: Refer to structural drawings. G. Slab Edge /Deck Supports: Refer to Section 05300 - Metal Deck for specific requirements at composite floor deck. 1. Provide additional structural steel support framing for metal deck where normal deck bearing is precluded by column flange plates or other framing members. 2. The contractor shall make specific provisions to provide the necessary framing materials at slab and roof edge conditions. The contractor shall provide and install all gauge metal edge closures where required by the plans and specification and shall coordinate shoring requirements at composite slab edges. The contractor shall 05120 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL provide and install all structural steel bent plate edge closures or structural steel edge materials and any corresponding bracing or shoring where required by the plans and specifications. H. Grout: Refer to Structural General Notes. I. Other Materials: Provide all incidental and accessory materials, tools, methods, and equipment required for fabrication and erection of structural steel framing as indicated on drawings. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. J. General: Miscellaneous materials or accessories not listed above shall be provided as specified herein under the various items of work and as indicated on the drawings or required for good construction practice. 2.2 FABRICATION A. Fabricate all steel in accordance with requirements of AISC specifications and in accordance with details indicated on the drawings or as approved on shop drawings. 1. Identify all steel at mill showing ASTM standard grade. 2. Identify each piece with an erection mark corresponding to identifications noted on erection drawings. B. Materials shall be properly identified with an erection mark corresponding to identifications noted on erection drawings and match - marked where field assembly requires. The sequence of shipments shall be such as to expedite erection and minimize the field handling of material. C. Cutting: All holes and openings must be approved by the Owner's Structural Engineer. 1. Do no flame cutting by hand of openings greater than 1/2 the depth of the member, unless approved by the Engineer. 2. All flame -cut holes shall be smoothed by chipping, planing, or grinding members to required AISC tolerances. 3. Sharp bends or kinks will not be allowed. 4. Flame cutting by hand will not be allowed for holes at connections. D. Milled Surfaces: All milled surfaces shall be completely assembled or welded before milling. Milled surfaces are to provide full contact bearing for the entire cross section. E. Beams and girders shall be upward cambered where indicated on the drawings. For beams and girders without specified cambers, fabricate members so that after erection, any minor camber due to rolling or fabrication is upward. F. Connections Designed on the Structural Drawings 1. The Contractor shall not deviate from these designs unless approved by the Architect and Engineer. 2. Connections shown on the drawings may eliminate certain methods of erection. 3. If the Contractor elects a method of erection that requires a change of some of the connections, it must be approved by the Architect and Engineer. 76281.20 05120 - 8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL G. Combination of bolts and welds shall not be used for stress transmission in the same faying face of any connection without prior approval by the Structural Engineer. H. For stud anchor and deformed bar anchor welding, the area where the anchor is to be attached shall be made free of all foreign material such as rust, oil, grease, paint, galvanizing, etc. 1. When the mill scale is sufficiently thick to cause difficulty in obtaining proper welds, it shall be removed by grinding or sandblasting. 2. Use automatic end welding of headed stud shear connections in accordance with manufacturer's printed instructions. I. Welding processes other than shielded metal arc, flux core arc, and submerged arc may be used, provided procedure qualification tests in accordance with the American Welding Society are made for the intended application of all such processes. J. Built -up sections assembled by welding shall be free of warpage, and all faces shall have true alignment. K. Types of Welds: Required weld types are indicated by symbols on drawings; characteristics of welds shall be in accordance with standard specifications or codes as applicable; each welder shall mark his identification symbol on his work. L. Preparation of Steel Surfaces to be Welded: Prepare edges are to be joined by welding as indicated on drawings and in accordance with AWS D1.1. All welds are to be made to clean steel. Remove all coatings, galvanizing, grease, scale, rust, and other foreign matter at locations that are to be welded in accordance with AWS D1.1. M. Reinforcing Steel: Welding or tack welding of reinforcing bars to other bars or plates, angles, and similar shapes is prohibited, except where specifically shown on plans or approved by the Structural Engineer; where required, use electrodes in accordance with requirements of AWS D1.4/12.1 and the Structural General Notes. N. The toughness and notch sensitivity of the steel shall be considered in the formation of all welding procedures to prevent brittle and premature • fracture during fabrication•and erection. O. Detailing of connections, welding sequences, and preheat methods shall be such as to minimize restraint and the accumulation and concentration of through thickness strains due to weld shrinkage. P. At welded joints that are not hidden by architectural finish materials, remove projecting ends of runoff tabs, backer bars, and any other erection aids, and grind flush with edges of plates. Q. Cleaning of Steel Surfaces: Clean all surfaces of oil, grease, loose rust, loose mill scale, and other foreign matter present in sufficient quantities to impair bond of spray fireproofing or other specified coatings. R. Steel Stud and Deformed Bar Anchors 1. All anchors shall be automatically end- welded in the shop or field with equipment recommended by the manufacturer of the studs and by qualified welders. Steel stud material, welding, and inspection 76281.20 05120 - 9 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 3 - EXECUTION 3.1 SURFACE CONDITIONS 3.2 ERECTION MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL shall be in accordance with AWS D1.1. End -weld in such a manner as to provide complete fusion between the end of the stud and the plate. There shall be no porosity or evidence of lack of fusion between the welded end of the stud and the plate. 2. Tests and Ins.pec_tions by the Contractor: Provide testing of deformed bar anchors and studs in accordance with AWD D1.1. 3. Refer to Section 05300 - Metal Deck for specific requirements at composite floor deck. S. Shop Priming: Specified in Section 05030. 1. Shop prime steel surfaces except the following: a. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches. b. Surfaces to be high- strength bolted with slip- critical connections. c. Surfaces to be welded. d. Surfaces to receive sprayed -on fireproofing. (1) Intumescent fireproofing requires shop coating specified in Section 05030. A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. A. General: Erect structural steel framing in accordance with governing codes and specifications. Conform to configurations and connections as shown in the documents. B. Bracing: Provide temporary shoring and bracing members as required and according to the AISC Code of Standard Practice. C. Column Base and Bearing Plates: Align attached column bases and bearing plates for beams and similar structural members. Set loose column bases and bearing plates. Grout solid with non - shrink grout as specified. D. Field Assembly: Accurately assemble structural framing to lines and elevations indicated within specified or noted tolerances. 1. Align and adjust various members of framing system prior to fastening. 2. Prior to assembly, clean bearing surfaces and surfaces that will be in permanent contact. 3. Splice structural members only where indicated or where approved. 4. Cut holes by drilling only. 5. Fasten splices of compression members after bringing abutting surfaces completely into contact. 6. Make all field connections by high- strength bolting or welding, unless otherwise noted. 7. Unless noted otherwise, tighten and leave erection bolts in place after welding. Where high - strength bolts are required, provide identified and marked bolts. 76281.20 05120 - 10 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL 8. Do not field cut or alter structural members without the written approval of the Structural Engineer. 9. Do not use gas - cutting torches for correcting fabrication errors in structural framing. 10. Finish gas -cut sections equal to a sheared appearance. E. Furnish shim plates or develop fills where required to obtain proper fit and alignment. F. Non - Fusible Backing Materials: The use of non - fusible backing materials, including ceramic and copper, in accordance with the structural notes, is permitted only with satisfactory welder qualification testing performed using the type of backing proposed for use, using the test plate shown in AWS D1.1, Figure 4.21, except that groove dimensions shall be as provided in the weld procedure specification. Welders using these backings shall be prequalified per AWS. G. Composite Construction: This building utilizes composite (concrete and structural steel) construction for various beams and columns. Careful sequencing of steel erection and concrete placement is recommended. H. Connections: No welding or bolting shall be done until as much of the structure as will be stiffened by the welding or bolting has been properly aligned. I. Drift pins shall not be used to enlarge unfair holes in main material. Holes that must be enlarged shall be reamed up to a maximum of 1/16 inch larger to admit bolts. Burning, drifting, and reaming may be used to align unfair holes in members only after approval by the Owner's Structural Engineer. J. Mutilate threads or use lock nuts for unfinished bolts to prevent nuts from backing off. Draw unfinished bolt heads and nuts tight against the work. K. Establish required leveling and plumbing measurements on the mean operating temperature of the structure of 65 ° F unless noted otherwise. 1. Make allowances for differences between temperature at time of erection and mean temperature at which the structure will be maintained when completed and in service. L. The steel erector shall leave the steel clean of oil or other contaminants as outlined under Part 2 of this Specification. M. Touch -up Priming: Immediately after erection, clean field welds, bolted connections, and abraded areas of the shop primer. Apply primer to exposed area with the same material as used for shop priming. Apply by brush or spray to provide a minimum dry film thickness of 1.5 mils. 3.3 ERECTION TOLERANCES AND SURVEY A. Plumb, level., and align individual pieces in accordance with the requirements of the "AISC Code of Standard Practice for Steel Buildings and Bridges." B. Field Survey: Make an accurate survey of alignments and elevations of all steel members as noted on the drawings. 76281.20 05120 - 11 CONSTRUCTION DOCUMENTS APRIL 25, 2003 1. During construction of the steel frame, the Contractor shall survey the column locations and splice elevations as each column tier is erected. Submit survey reports indicating this information within 24 hours for review prior to erecting the subsequent tiers. 2. Permanent benchmarks shall be established by a registered professional engineer employed by the Contractor in accordance with the requirements of contract documents. 3. Should locations vary beyond the allowable tolerances, notify the Architect /Engineer and take necessary corrective measures and modify details and /or procedures as required and approved. 3.4 HIGH - STRENGTH BOLT INSTALLATION A. General: Supply and install all high - strength bolts, nuts, and washers in conformance with the requirements of the current edition of "Specification for Structural Joints using ASTM A325 or A490 Bolts," except that the installation of "turn -of -nut tightening" will not be accepted. 1. All high- strength bolts, both friction and bearing type, shall be installed in accordance with Paragraph 8(d)(4), "Direct Tension Indicator Tightening," unless noted otherwise on the drawings. 2. Load - indicator washers (LIW) or tension control bolts (TCB) shall be used as the authorized direct tension indicator. 3. Load - indicator washers per ASTM F959 shall be supplied and installed in accordance with the manufacturer's written procedures. 4. Tension control bolts shall be supplied and installed providing shearing of the bolt tip in accordance with ASTM F1852 and in accordance with the manufacturer's written procedures: 76281.20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05120 STRUCTURAL STEEL END OF SECTION 05120 - 12 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Features 1. Metal Roof Deck 2. Composite Metal Deck 3. Support Framing 4. Connections 5. Accessories B. Related Sections 1. 01330 - Submittal Procedures 2. 01400 - Quality Control 3. 03300 - Cast -in -Place Concrete 4. 05120 Structural Steel 5. 07250 - Spray -on Fireproofing 1.2 REFERENCE STANDARDS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05300 METAL DECK A. General: The latest versions of the publications listed below form a part of this Specification; comply with provisions of these publications except as otherwise shown or specified. B. American Iron and Steel Institute (AISI) 1. AISI: Specification for the Design of Cold - Formed Steel Structural Members C. .American Society for Testing and Materials (ASTM) 1. ASTM A36: Structural Steel 2. ASTM A108: Steel Bars, Carbon, Cold- Finished, Standard Quality 3. ASTM A653: Steel Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process 4. ASTM A611: Standard Specification for Structural Steel (SS) Sheet, Carbon, Cold Rolled 5. ASTM A924: General Requirements for Steel Sheet, Metallic Coated by the Hot -Dip Process D. American Welding Society (AWS) 1. AWS D1.1: Structural Welding Code - Steel 2. AWS D1.3: Structural Welding Code - Sheet Steel E. Steel Deck Institute (SDI) 1. SDI Design Manual for Composite Decks, Floor Decks, and Roof Decks F. Underwriters' Laboratories (UL) Fire Resistance Manual G. Factory Mutual (FM) Research Corporation Approval 1.3 QUALITY ASSURANCE A. Qualification of Erector /Installer: Must have a minimum of 5 years' experience in the installation and /or erection of metal decking and accessories. B. All deck material and connections are to have current ICBO approvals. 76281.20 05300 - 1 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT LOBBY ADDITION SECTION 05300 METAL DECK C. Each welder performing work on this project shall be qualified in accordance with the American Welding Society before commencement of welding on this project. Welds are to be performed by Washington Association of Building Officials (WABO) certified welders. D. Unless otherwise noted, the materials of this Section are used as part of an assembly in which fire - resistive construction ratings are required. Demonstrate rated approval by Underwriter's Laboratories, Inc., and the governmental agencies having jurisdiction. E. See Section 01400 - Quality Control for testing and inspection. F. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. G. Factory Mutual (FM) Listing: Provide steel roof deck evaluated by FM and listed in FM's "Approval Guide, Building Materials" for Class 1 fire rating and Class 1 -90 windstorm ratings for the plan deck spans. H. Pre- Construction Conference: Schedule a job conference to review the Structural Documents prior to development of shop drawings. The conference shall be attended by all pertinent parties, which at a minimum is to include the Fabricator, Erector, Contractor, Owner's Testing Agency, and Structural Engineer. 1.4 SUBMITTALS A. Submit the following in accordance with Section 01330 - Submittal Procedures. B. Shop Drawings - Clearly indicate the following: 1. Deck layout and orientation, type and gage, framing and supports, and unit dimensions and sections 2. Size and location of holes and openings through deck 3. Edge condition details and locations, including type and locations of all closures 4. Additional deck support framing where required 5. Types of welds and weld patterns, including weld washer requirements 6. Types of connection fasteners and locations 7. Location and patterns for button punching 8. Layout of steel shear connector studs 9. Shoring locations, if required C. Manufacturer's Product Data: Clearly indicate all technical information that specifies full compliance with requirements of this Section and contract documents, including manufacturer's published installation recommendations. D. Copies of each welder's qualification records shall be made available to the Architect for inspection. E. Mill Test Reports: Submit mill test reports. F. Submit ICBO Report confirming compliance of metal deck with regulatory fire- resistance requirements. 1.5 HANDLING AND STORAGE 76281.20 05300 - 2 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05300 METAL DECK A. Handling: Handle and stack all materials carefully in order to prevent deformation or damage. During unloading and hoisting, extra care shall be given to prevent damage to the ends and sides. Decking shall not be placed in direct contact with the ground. Store deck at a slope to prevent water from ponding. Where the underside of deck is architecturally exposed, it shall be free from visual defects such as scratches, dents, flame cut edges, holes, etc. All damaged deck shall be replaced. B. Damaged Units: The contractor shall replace damaged deck units that are rejected by the Owner's Testing Agency. All rejected deck shall be immediately removed from the job site. 1.6 JOB CONDITIONS A. General: Conform to all local, state and federal safety regulations, especially where decking is used as planking prior to welding in place. Exercise extreme care so as to prevent decking from blowing off in wind. 1.7 CONDITION OF STEEL A. Pre - Fireproofing Inspection: The Contractor, metal decking erector, sprayed -on fireproofing applicator, and the Owner's Testing Agency shall conduct a visual inspection of all metal decking prior to receiving fireproofing. The purpose of this inspection is to check for foreign substances on the surfaces that could impair adhesion. Any cleaning that may be necessary as a result of this inspection shall be done at no additional cost to the Owner. 1. All metal decking shall be free of oil, dirt, or other materials that will impair bond of concrete or fireproofing. 2. Application of the sprayed -on fireproofing will not commence until all steel surfaces have been accepted by sprayed -on fireproofing subcontractor and material manufacturer. No additional compensation shall be granted to the Contractor, metal decking erector, or fireproofing applicator should it be determined at a later date that foreign substances that were allowed to remain on the steel surfaces will have a detrimental effect in obtaining total adhesion in accordance with the fireproofing Specification Section. 1.8 REQUIREMENTS AT EDGE CONDITIONS A. The Contractor shall make specific provisions to provide the necessary framing materials at slab and roof edge conditions. The Contractor shall provide and install all gauge metal edge closures where required by the plans and specification and shall coordinate shoring requirements at composite slab edges. The Contractor shall provide and install all structural steel bent plate edge closures or structural steel edge materials and any corresponding bracing or shoring where required by the plans and specifications. B. At edge closures, provide necessary modifications to the edge closure to ensure that shear connector studs can be properly connected to the structural framing. Where possible, weld through the edge closure. Where this is not possible or where an inadequate weld occurs, cut the edge plate at each stud and connect the stud directly to the framing. PART 2 - PRODUCTS 76281.20 05300 - 3 CONSTRUCTION DOCUMENTS APRIL 25, 2003 2.1 MATERIALS AND COMPONENTS MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05300 METAL DECK A. Galvanized Composite Steel Deck: 1. Material: Composite floor deck shall be galvanized steel conforming to ASTM A653 Grade 33 Fy (min) = 33,000 psi with a G60 coating of zinc prior to being formed. Furnish decking of depth and profile as indicated on the drawings. 2. Gage of deck and minimum connections shall be determined by the contractor based on the span conditions, unshored condition, and the superimposed loads shown on the drawings, load diagrams, and notes. Minimum gage is 20. The capacities of the deck shall be based on current ICBO reports. 3. For floor deck indicated as part of a fire rated system, furnish decking listed in the UL "Fire Resistance Directory" and bearing the UL label for the system detailed. 4. Fabricate composite deck units with integral embossing or raised patterns to provide mechanical bond with concrete slabs. 5. Furnish deck panels of lengths required to span continuously over four or more supports (3 spans) unless framing does not allow for such layout. 6. Furnish deck panels with butted end conditions and interlocking side laps, unless otherwise noted. 7. Furnish deck with UL approved tabs or clips for hanging loads: a. Hanger clips designed to clip over male side lap joints of floor deck units may be used instead of hanger slots. b. Provide manufacturer's standard hanger attachment devices. B. Roof Deck: 1. Material: Metal roof deck shall be galvanized steel conforming to ASTM A653 Grade 33 Fy (min) = 33,000 psi with a minimum G60 coating of zinc prior to being formed or ASTM A611 Grade C or D with Fy (min) = 33,000 psi with primed and painted surfaces where specified as being painted per the architect. Furnish decking of depth, gauge, and profile as indicated in drawings with all connections as indicated in the drawings and notes. 2. Where the deck and connections are not sized on the drawings, they shall be designed by the Contractor to satisfy the requirements of the plan superimposed vertical gravity and uplift loads in conjunction with the required diaphragm capacity as indicated in the load maps and notes. The minimum deck gauge is 20. Total load deflections shall be limited to L/360. The capacities of the deck and its connections shall be based on current ICBO reports. 3. Uplift Loading: Steel roof deck and its connections to the supporting steel members shall be capable of resisting uplift loads of 25 pounds per square foot or the loads indicated on the load maps, whichever is greater. 4. For deck indicated as part of a fire rated system, furnish decking listed in the UL "Fire Resistance Directory" and bearing the UL label for the system detailed. C. Connections: Connections shall be determined by the Contractor based on the more stringent of the manufacturer's minimum recommendations for the plan configurations and loading or as specified in the contract documents. Connections may be made by any method recommended by the manufacturer, except that button punching of side laps shall not be allowed at roof decks unless indicated specifically as being required per the Structural Plans. Connection materials shall be as follows: 1. Welded Shear Connectors: ASTM A108, Grade 1015 or 1020; of dimensions complying with AISC specifications and the contract 76281.20 05300 - 4 CONSTRUCTION DOCUMENTS APRIL 25, 2003 D. Support Framing: Where necessary to provide support of the deck at edges of openings and a -t columns, additional support framing shall be provided by the Contractor per the typical details so that the deck flutes are supported with a minimum 2 inches of bearing. Where no details are provided or are not applicable, the Contractor shall design and provide secondary structural steel framing consisting of ASTM A36 steel to support the deck. The secondary framing shall satisfy the requirements of Section 05120 - Structural Steel. E. Accessories: At roof and composite floor slab conditions, the contractor is to design and provide all accessories of types required to complete the installation of metal decking in the system shown, including edge forms, end closures, sump pans, closure strips, cover plates, etc. Finish sheet metal items to match deck. Include the following items: 1. Metal cover plates to close gaps at changes in deck direction, . columns, walls, and openings; 20 gage minimum. 2. Continuous sheet metal edging at openings and concrete slab edges, 20 gage minimum or as required per plan. 3. Sealed closures for ends of cells on single -unit decking, 20 gage minimum. 4. Fabricate metal closure strips of 20 -gage sheet steel for openings between decking and other construction. Form to provide tight fitting closures at open ends of cells or flutes, sides of decking, and between decking. F. Shear Connectors: Where the deck capacity is determined based on the installation of shear studs, the shear studs required on the framing plans for composite beams or other connections to structural framing shall not be considered to be effective in determining the deck capacity. Shear studs, which are in addition to those required per plan, shall be provided as required by the deck manufacturer to achieve the required deck capacity, provided these additional studs can be placed on the beam without adversely effecting the shear value of the studs that are required per plan. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.2 • TOLERANCES 76281 .20 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 05300 METAL DECK drawings; through deck stud welded shear connectors. Install in such a manner as to provide complete fusion between the end of the stud and structural steel base material. 2. Mechanical Fasteners: Corrosion - resistant, low- velocity, powder - actuated or pneumatically driven carbon -steel fasteners; or self - drilling, self- threading screws. 3. Side -Lap Fasteners: Corrosion - resistant, hexagonal washer head; self - drilling, carbon -steel screws, No. 10 minimum diameter. 4. Welding Materials: Applicable AWS D1.1 and D1.3 type required for materials being welded. 5. Weld Washers: Provide as required per manufacturer's recommendations. 05300 - 5 CONSTRUCTION DOCUMENTS APRIL 25, 2003 MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05300 METAL DECK A. Unless otherwise noted, edge materials shall be field installed to the minimum tolerances of this Section or as required for the installation of the cladding system, whichever is more stringent. 1. Edge Location: ±1/2 inch from established building working lines. 2. Edge Height: ±1/8 inch from established slab thickness 3.3 INSTALLATION A. General: Install decking in accordance with approved shop drawings and manufacturer's recommendations. Where metal deck is to be welded to steel framing with puddle welds or shear studs, the steel framing shall be free of dirt and debris prior to laying the metal deck. Any water in the deck's valley shall be released so it does not become entrapped between the deck and the beam. The deck shall be installed so that the bottom rib is in continuous contact with the steel framing. B. Accurately align and adjust steel panel units in place before permanently fastening. Provide butt end spliced, do not overlap ends of deck. Inaccuracies in alignment or level shall be brought to the attention of the Architect and corrected by the Contractor before steel panels are finally placed. C. Provide proper bearing on support framing of 2 -inch minimum to steel and 4 inch minimum to CMU or concrete. Where shear connector studs are used, place deck so that the stud can be placed on top of the framing. If the stud falls within the top of the flute, cut a slot through the deck and provide closure so that fresh concrete will not leak. D. Reinforce openings in accordance with structural framing details and manufacturer's recommended details. E. Install strip closures at slab edges of the thickness of slab, as required to contain poured concrete. Ensure closures are of sufficient strength to remain in place without distortion. F. Install closure strips and angle flashings as required to close openings between deck and walls, columns, and openings and gaps between deck, to prevent concrete leakage. G. Connections: After deck has been aligned, provide permanent connections to the support framing with welds, shear connector studs, screw fasteners, or powder driven fasteners as required by the manufacturer or per plan. All closures, edge forms, plates, etc. shall be securely connected to the support framing per the manufacturers recommendations and per plan. H. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used in correcting work. Use welding washers where recommended by deck manufacturer. I. Furnish shoring as required to maintain position of structures and prevent deflection beyond allowable limits. Ensure construction loads do not exceed deck carrying capacity per manufacturer. J. Shear Connectors: Weld shear connectors to supports through decking units in accordance with manufacturer's instructions. 76281.20 05300 - 6 CONSTRUCTION DOCUMENTS APRIL 25, 2003 ....rr...:::+?.:.;�*i N iL.t'vw�J:.!5'�:.�4..i}�` LI;I;JS.4•;, MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05300 METAL DECK 1. General: Shear studs may be used in lieu of 3/4 -inch puddle welds. The studs shall be installed only by certified operators approved by the manufacturer and who are thoroughly familiar with the installation equipment. A copy of the operating instructions for the equipment shall be at the job site at all times. Interchanging of studs and welding equipment of different manufacturers is not permitted. a. Installation, inspection, and qualification of weld base metal shall conform to the requirements of AWS D1.1. b. The first two studs, at the start of each production period (the interval between start -up and shut -down of equipment) and at the start of each new welding procedure, shall be tested by bending to an angle of 30 by striking the stud with a hammer (in lieu of the first sentence in Paragraph a of the AWS code). If failure occurs in the weld, the procedure shall be corrected and the next two studs shall be welded and tested prior to welding of any more studs c. If after welding, visual inspection reveals that a sound weld or a full 360 flash has not been obtained for a particular stud, the stud shall be replaced. At contractor's option, the weld may be repaired by AWS D1.1. d. Studs that show no signs of failure shall be accepted as shear connectors provided they meet the dimensional limitations of the drawings, provided no portion is less than 1 inch from a proposed concrete surface, and provided any bends or out- of- plumbness does not exceed 15 ° . In addition, all studs shall extend not less than 1 -1/2 inches above the top of the decking. If thru -deck stud welding is not practical, provide pre- punched holes in deck. e. The studs shall have complete fusion to the steel beams underlying the decking. Where repairs are made by fillet welding, such welding shall be between stud and beam with removal of portions of the decking as required. f. Ferrules shall be removed after completion. 2. Do not weld shear connectors through two layers (lapped ends) of decking units. 3. Weld only on clean, dry deck surfaces. 4. Space and align shear connectors as shown or, if not shown, as recommended by manufacturer. 5. On steel beam supporting steel deck with concrete or cast -in -place concrete, shear studs shall be placed at a maximum spacing of at 2' -0" on center. K. Hanging Loads: Do not hang concentrated loads exceeding 50 pounds from metal roof deck. Loads shall be located no closer than 5' -0" from any adjacent hanging load. L. Cleaning: Prior to placement of concrete or other finish materials, the deck shall be cleaned to be free of debris and water. 3.4 REPAIRS AND PROTECTION A. Galvanizing Repairs: Repair galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A780 and manufacturer's written instructions at cut edges or locations where coating has been damaged. B. Provide final protection and maintain conditions to ensure that steel . deck is without damage or deterioration at time of Substantial Completion. 76281.20 05300 - 7 CONSTRUCTION DOCUMENTS APRIL 25, 2003 3.5 CONSTRUCTION LOADING MUSEUM OF FLIGHT — LOBBY ADDITION SECTION 05300 METAL DECK C. Provide protection against concrete splatter or spillage for all materials that would be adversely affected by this occurrence. A. The Contractor shall assume complete responsibility for the loading of composite floor deck due to construction loads. The Contractor shall verify when it is acceptable to place loads on the composite floor deck with the deck supplier, who shall substantiate that the slab deck will not be damaged or have a reduced capacity as a result of the proposed construction loads. B. The Contractor shall be responsible to repair any damage that occurs to the deck due to construction loads. 76281.20 END OF SECTION 05300 - 8 CONSTRUCTION DOCUMENTS APRIL 25, 2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Stud framing of exterior walls (subject to wind loads). 2. Accessories such as clips, stiffeners, bridging, bracing, and fasteners. 3. Sheathing with weather barrier. B. Related Sections: 1. Framing, furring and shaftwall framing for interior gypsum construction: Division 9. 1.2 SYSTEM DESCRIPTION A. Design lightgage framing to withstand forces and movements specified in Section 01119. B. Structural Design of Framing Systems: Per AISI "Specification for the Design of Cold- Formed Steel Structural Members" 1986 Edition with 1989 Addendum. C. Design light gauge steel framing to limit out of plane deflections of the framing as follows: 1. Walls: L/360 with 1/2 inch maximum deflection for out of plane wind loads. 1.3 SUBMITTALS A. Product Data. B. Shop /Erection Drawings: Show type, weight, location, and spacing of members for typical assemblies. Clearly identify attachments and connections using AWS symbols for welds, standard designations for fasteners. Show bracing, supplemental strapping, clips, and other accessories required. C. Design Calculations: Submit framing system structural calculations prepared by a Structural Engineer registered in the State of Washington. 1.4 QUALITY ASSURANCE A. Welding: Qualify welding procedures and each welder in accordance with American Welding Society (AWS) D1.3, "Structural Welding Code - Sheet Steel." 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products in a manner to prevent damage and deterioration, including rust. B. Store materials above the ground in a dry area, in manufacturer's original packaging. Keep labels showing product type, name, and grade intact. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05400 COLD FORMED METAL FRAMING 05400 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 2 - PRODUCTS 2.1 COLD FORMED METAL FRAMING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05400 COLD FORMED METAL FRAMING A. Fabricate metal framing units from ASTM A 653, A 570, or A 611 steel sheet. 1. Finish: Manufacturer's standard rust - inhibitive paint or G60 galvanized (zinc coated). B. C- Shaped Studs: Provide load- bearing sized as indicated; C- shaped in cross flange return lip. 1. Gage: As indicated on drawings, no gage indicated). C. Framing Accessories: Fabricate from minimum 20 gage steel sheet of the type and finish used for framing members. Provide manufacturer's standard configuration for the following accessory items: 1. Provide strapping and bridging as indicated or, where not indicated, in accordance with stud manufacturer's recommendations. 2. Deflection compensation: Provide slotted deep -leg track or slide clips. 2.2 GYPSUM SHEATHING 2.3 SHEATHING ACCESSORIES studs fabricated from steel and section, 1.625 -inch flange, with but not less than 18 gage (where A. Glass -Mat Gypsum Sheathing Board: ASTM C 1177 or ASTM C 1278. 1. Type and Thickness: Type X, typical thickness 5/8 inch. 2. Size: Largest sizes available to suit framing dimensions. 3. Products: Subject to compliance with requirements, provide one of the following: a. Georgia- Pacific Corp "Dens -Glass Gold ". b. USG "Fiberock Aqua -Tough Sheathing ". A. Sheathing Joint Tape: Self- adhesive rubberized asphalt or butyl rubber with polyethylene film backing, minimum 30 mils thick. 1. Acceptable products: a. "Perm -A- Barrier Wall Seam Tape "; W.R. Grace & Co. b. "Window and Door Flashing "; Carlisle Coatings and Waterproofing. c. "Blueskin SA "; Henry /Monsey - Bakor. d. "Protecto Flash PT -40 "; Protecto Wrap. 2. Minimum width: 6 inches. B. Sheathing Joint Tape Primer: Solvent -base primer by tape manufacturer. 1. For application at temperatures between 25 and 40 degrees F, use manufacturer's recommended low- temperature formulation. C. Calk: Latex or silicone -latex sealant meeting ASTM C 834. D. Fasteners: Steel drill screws, ASTM C 954, in length recommended by sheathing manufacturer for thickness of sheathing board to be attached with organic - polymer or other corrosion - protective coating having a salt -spray resistance of more than 800 hours according to ASTM B 117. 2.4 ACCESSORY MATERIALS A. Welding Materials: Conform to requirements of AWS Code. 24944.13 05400 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Fasteners: 1. Threaded fasteners: ASTM A 90, hot -dip galvanized. 2. Anchorage devices: Hot -dip galvanized steel or stainless steel. Acceptable types include: a. Powder actuated fasteners. b. Drilled expansion bolts. C. Touch -up Paint: Zinc -rich epoxy, alkyd or urethane, meeting SSPC Paint 20. 1. Minimum 65 percent zinc in cured film. PART 3 - EXECUTION 3.1 EXAMINATION A. Inspection: Verify that inserts, clips, and similar attachment devices installed as work of other sections are located and installed properly. 3.2 INSTALLATION - GENERAL MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05400 COLD FORMED METAL FRAMING A. Comply with requirements of ASTM C 1007 except where exceeded by other requirements. B. Install cold formed metal framing components in accordance with approved shop /erection drawings and manufacturer's instructions. C. Install framing accessories such as web stiffeners, diagonal bracing, and bridging as indicated or required. 1. Wire tying of framing elements is prohibited. 2. Clean welds, removing spatter and slag, and apply one coat of touch -up paint. 3.3 STUD FRAMING A. Correctly position runner tracks at base and top of studs. Attach runner tracks to structure in accordance with manufacturer's recommendations for substrate and fastener type used. Use fasteners at all track terminations and corners. 1. Deflection Compensation: Provide at above -grade floor lines and at roof line (or above window head) to prevent transfer of vertical load to stud framing due to spandrel deflection. Anticipated movement plus and minus 1/2 inch. B. Place studs at spacing indicated on drawings. C. Construct corners using minimum of 3 studs. D. Double stud at wall openings, door jambs, and window jambs. E. Erect load- bearing studs one piece, full length. Splicing of studs not permitted. Brace and reinforce to develop full strength. 3.4 WALL SHEATHING A. Install sheathing on stud framing. Center edges over studs. B. Provide solid wood blocking or metal framing to support horizontal edges which do not bear on horizontal framing members. 1. Deflection compensation: Install sheathing with 1/2 -inch horizontal gap at deflection compensating framing joint. 24944.13 05400 - 3 CONSTRUCTION DOCUMENTS 25/APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05400 COLD FORMED METAL FRAMING C. Attach sheathing to each support, spacing screws at 4 inches on center at edge and end supports, and 8 inches on center at supports in field of sheathing board. D. Joint Tape: Apply rubberized asphalt joint tape to edges and joints of sheathing'. 1. At door, window, and louver openings, position edge of tape minimum 1 inch onto metal framing members surrounding rough opening. 2. Sill: Seal joints between sheathing and concrete with joint tape. E. Coordinate installation of flashings, anchors, and similar items necessary to construct and weatherproof wall systems. F. Fill exposed fastener heads with calk and strike flush. 3.5 TOLERANCES A. Maximum Variance from True Position: 1/4 inch. B. Maximum Offset of Any Member from Plane: 1/8 inch. 24944.13 END OF SECTION 05400 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Steel framing and supports for applications where framing and supports are not specified in other Sections. 2. Miscellaneous metal fabrications. 3. Ornamental metal trim (metal wall base). 4. Shop coatings. B. Related Sections: 1. Structural steel: Elsewhere in Division 5. 2. Metal stairs: Elsewhere in Division 5. 3. Sheet metal flashing: Division 7. 4. Paint: Section 09900. 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance Requirements: Where complete sizes or dimensions of structural members, connections, or fasteners of any item are not indicated, design the item to produce strength appropriate to the use intended. 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05500 METAL FABRICATIONS A. Shop Drawings: For each fabricated item, show the following: 1. Plans and elevations. 2. Jointing and connections. a. Indicate welded connections using standard AWS symbols; indicate net weld length. 3. Profiles of sections and reinforcing. 4. Fasteners and anchors. 5. Accessories. B. Product Data: Manufacturer's specifications and installation instructions. Submit for: 1. All manufactured products used in fabrications. 2. Paint products. 3. Grouts. 1.4 JOB CONDITIONS A. Fit fabrications accurately to actual construction. Record field measurements on shop drawings. B. Coordination with Masonry and Concrete Work: Where fabricated items or their anchors are to be embedded into concrete and masonry work, deliver such items to those performing the installation, together with coordination drawings and installation instructions. PART 2 - PRODUCTS 2.1 MATERIALS - METALS A. Steel Shapes: 1. Plates, bars, angles, channels, and H- sections: ASTM A 36. 2. Grating bars: ASTM A 36 or ASTM .A 569. 3. Galvanizing: Hot -dip galvanizing after fabrication in accordance with ASTM A 123. 24944.13 05500 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z B. Steel Sheet: 1. For nonstructural uses: Cold- rolled, ASTM A 366; hot - rolled, ASTM W A 569. Org S C. Stainless Steel Sheet: ASTM A 167. U U O D. Galvanized Steel Sheet: W W 1. For nonstructural uses: ASTM A 526. 2. Galvanizing: In accordance with ASTM A 525, G90, unless otherwise cn LL indicated. W O 2 E. Galvanizing for Steel Rough Hardware Fabrications: Hot -dip g galvanizing in accordance with ASTM A 153. LL,Q z HW A. Shop Primer for Ferrous Metal: Organic zinc -rich primer, complying ? with SSPC -Paint 20 and compatible with topcoat. Z O 2.3 MATERIALS - MISCELLANEOUS W W 2 p A. Grout: Nonmetallic, noncorrodible, nonshrink, factory blended and 0 N packaged; complying with ASTM C 1107; recommended by manufacturer for Gil-- exterior use. W W U B. Concrete: Normal weight ready -mix concrete as specified in I-- u.16 Division 3. — 1. Compressive strength: 2500 pounds per square inch, minimum, at 28 .jj days, unless otherwise indicated. O ~ C. Concrete Inserts: Style as required for application. Z D. Fasteners: Use fasteners suitable for the material being fastened and for the type of connection required. 1. For exterior use or built into exterior walls: Nonferrous stainless steel, zinc coated or cadmium plated. 2. Use fasteners of same material as items being fastened unless 2.2 PAINT otherwise indicated. 3. Bolts and studs: ASTM A 307. 4. Nuts: ASTM A 563. 5. Expansion shields: FS FF -S -325. 4. Tube: a. Hot - rolled: ASTM A 501. 5. Pipe: ASTM A 53 (black steel and hot -dip galvanized). a. Galvanizing: ASTM A 53, (G185 nominal). E. Body Putty: Heavy - bodied epoxy, such as "Bondo." F. Paint: Zinc rich primer specified in Section 05030. 1. Use for shop priming and galvanizing repair paint. 2.4 FABRICATION - GENERAL MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05500 METAL FABRICATIONS A. Fabricate and shop - assemble in largest practical sections for delivery to site. 1. Prepare and reinforce fabrications as required to receive applied items. 2. Fabricate items with joints tightly fitted and secured. 3. Make exposed joints tight, flush, and hairline. B. Fasteners: Use concealed fasteners if possible. 24944.13 05500 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY .ADDITION SEATTLE, WA SECTION 05500 METAL FABRICATIONS 1. Exposed fasteners: Flathead, countersunk type unless otherwise indicated. C. Anchors: Fabricate to suit conditions indicated; use anchors of same material and finish as item except where specifically indicated otherwise. D. Welding: 1. Welding of steel: Comply with AWS D1.1 recommendations. 2. Provide continuous welds at welded corners and seams. 3. Exposed welds: Grind flush and smooth. a. Fillet welds: Clean slag, flux residue, and weld spatter. Form continuous 1/2 -inch cove at junction of surfaces using body putty. E. Joints Exposed to Weather: Fabricate to keep water out, or provide adequate drainage of water that penetrates. 2.5 SHEET METAL A. Comply with general fabrication requirements. B. Bend sheet metal corners to smallest possible radius. C. Welding Steel Sheet: Comply with AWS D1.3 recommendations. 2.6 ORNAMENTAL METAL TRIM A. Metal Wall Base: Fabricate to profile shown from type 304 stainless steel, minimum 0.035 inch thick (20 gage). 1. Finish: AISI No. 6, non - directional satin. 2.7 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports indicated and as necessary to complete the Work. B. Fabricate units from structural -steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and similar items. 1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors 1 -1/4 inches wide by 1/4 inch thick by 8 inches long at 24 inches o.c., unless otherwise indicated. 2. Furnish inserts if units must be installed after concrete is placed. 2.8 GRATINGS A. Gratings - General: 1. Provide cutouts for penetrations indicated. 2. Arrange removable panels to permit removal without displacing penetrating items. B. Bar Gratings: 1. Banding bars: Cross section not less than bearing bars. 2. Provide banding bars welded to perimeter of removable grating sections. a. Provide minimum of 4 hold -down fasteners for each removable section. 24944.13 05500 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05500 METAL FABRICATIONS b. Fasteners: As recommended by grating manufacturer, or as suitable for the purpose. 3. Make no cuts or notches in bearing bars. 4. Bolt fixed gratings to frame. 5. Band edges of all openings that break more than 3 bearing bars. 2.9 SHOP COATINGS A. Hot -dip galvanize steel and iron assemblies set in concrete and masonry. B. Shop prime all iron and steel fabrications, except: 1. Galvanized fabrications. 2. Fabrications specified as not to be primed. C. Prepare and shop paint surfaces as specified in Section 05030. PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL A. Anchor metal fabrications to substrates indicated; provide all fasteners required. B. Perform all field fabrication required for installation. 1. Fit joints tightly. 2. Weld joints as indicated. a. Weld in accordance with AWS code. b. Exposed welds: Grind flush and smooth. C. Do not cut or weld items galvanized after fabrication that are indicated for bolted or screwed connections. D. Install items in correct location, plumb and level, without rack or warp. E. Provide temporary supports and bracing as required. F. Install manufactured components in accordance with manufacturer's instructions. 3.2 INSTALLATION - GRATINGS A. Bar Gratings: Install with anchors and clearances as recommended by NAAMM MBG 531 unless otherwise indicated. B. Install accessory items by welding unless otherwise indicated. 3.3 GALVANIZED STEEL REPAIR A. Repair of Damaged Hot - Dipped Galvanized Steel - Exposed to view without paint finish: 1. Repair areas damaged by welding, flame cutting or during handling, transport or erection in accordance with ASTM A780 and minimum thickness coatings in accordance with ASTM Al23. 2. Weld repair: Zinc -based solder. 3.4 CLEANING AND TOUCH -UP A. Touch up damage to galvanized surfaces using galvanizing repair paint in accordance with ASTM A 780. 24944.13 05500 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05500 METAL FABRICATIONS B. Touch up shop paint immediately after erection. 1. Clean field welds, bolted joints, and areas where primer is damaged. 2. Paint with material used for shop painting, minimum 2 mils dry film thickness. 24944.13 END OF SECTION 05500 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal stairs. 2. Interior railings (handrails and guardrails). 3. Shop coatings. B. Related Sections: 1. Other metal fabrications: Elsewhere in Division 5. 1.2 PERFORMANCE REQUIREMENTS A. Member sizes indicated are minimum; provide sizes required. B. Design to resist the loads indicated. C. Structural Performance: 1. Treads and Platforms: Uniform load of 100 lbf/sq. ft. or a concentrated load of 300 lbf on an area of 4 sq. in., whichever produces the greater stress. 2. Stair Framing: Capable of withstanding stresses resulting from loads specified above in addition to stresses resulting from railing system loads. 3. Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch, whichever is less. 4. Stair framing shall not induce torsional loads into supporting structural framing. D. Structural Performance of Handrails and Railings: 1. Top Rail of Guards and Handrails: a. Concentrated load of 200 lbf applied at any point and in any direction. b. Uniform load of 50 lbf /ft. applied horizontally and concurrently with uniform load of 100 lbf /ft. applied vertically downward. c. Concentrated and uniform loads above need not be assumed to act concurrently. 2. Infill Area of Guards: Capable of withstanding a horizontal concentrated load of 200 lbf applied to 1 sq. ft. at any point in system, including panels, intermediate rails, balusters, or other elements composing infill area. 1.3 SUBMITTALS A. Shop Drawings: For each fabricated item, show the following: 1. Plans and elevations. 2. Jointing and connections. a. Indicate welded connections using standard AWS symbols; indicate net weld length. 3. Profiles of sections and reinforcing. 4. Fasteners and anchors. 5. Accessories. 6. Location of each finish. B. Product Data: Manufacturer's specifications and installation instructions. Submit for: 1. All manufactured products used in fabrications. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05511 PRE - ENGINEERED METAL STAIRS 05511 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.4 JOB CONDITIONS PART 2 - PRODUCTS 2.1 METAL STAIRS 2.2 MATERIALS - METALS 2.3 MATERIALS - MISCELLANEOUS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05511 PRE - ENGINEERED METAL STAIRS C. Samples of products and materials when requested. D. Structural Calculations: Prepared, stamped, and signed by a Structural Engineer licensed in the State of Washington. A. Fit fabrications accurately to actual construction. If it is not possible to take field measurements before fabrication, allow adequate fabrication tolerances and trim to fit. A. Interior Stairs: 1. Provide pre- engineered, pre - fabricated stairs. 2. Stringers: Steel plate or channel, Contractor's option. 3. Treads: Sheet steel pan, concrete filled. a. Concrete: Specified in Section 03300; trowel and fine broom finish. 4. Risers: Sheet steel. 5. Landings: Same as treads or concrete on metal decking. 6. Open -side railings: Configuration shown; adapt design to meet code and specified design requirements. 7. Wall railings: Same as top rail of open -side rails. 8. Steel finish: Factory- applied primer to receive field- applied coating specified in Section 09900. A. Steel Shapes: 1. Plates, bars, angles, channels, and H- sections: ASTM A 36. 2. Pipe: ASTM A 53, grade to meet (design- build) engineering requirements. B. Steel Sheet: Hot - rolled, ASTM A 570; cold- rolled, ASTM A 611. C. Handrail Brackets: Stair and railing manufacturer's standard formed ( "stamped ") 1/4 inch thick steel; 2 -5/8 inch dimension from face of wall to centerline of rail. 1. Typical product: R.B. Wagner #H -B -1. A. Fasteners: Use fasteners suitable for the material being fastened and for the type of connection required. 1. Use fasteners of same material as items being fastened unless otherwise indicated. 2. Bolts and studs: ASTM A 307. 3. Nuts: ASTM A 563. 4. Expansion shields: FS FF -S -325. B. Shop Primer: Rust- inhibitive, lead and chromate free, low VOC primer, complying with FS TT -P -664, or equivalent. 2.4 FABRICATION - GENERAL A. Fabricate and shop- assemble in largest practical sections for delivery to site. 05511 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05511 PRE - ENGINEERED METAL STAIRS B. Prepare and reinforce fabrications as required to receive applied items. C. Smooth off exposed edges and projections that are within reach and would otherwise be uncomfortable to touch. D. Joints and Connections: 1. Joints and connections may be welded or bolted, at Contractor's option, except where otherwise indicated. E. Welding: Provide continuous welds at corners and seams. 1. Structural shapes: Comply with AWS D1.1 recommendations. 2. Sheet metal: Comply with AWS D1.3 recommendations. 3. Welds exposed to touch: Remove sharp edges and corners. F. Anchors: Fabricate to suit anchors indicated; use anchors of same material and finish as item except where specifically indicated otherwise. 2.5 FABRICATION - STAIRS A. Construct stairs as indicated; provide all components necessary for support and anchorage, and to provide a complete installation. B. Stringers: Size and fabricate to meet loading requirements. C. Steel Sheet Treads, Tread Pans and Platforms: 1. Steel sheet: Cold- rolled or hot - rolled. a. Minimum thickness: 14 gage. 2. Pan treads and platforms: Attach using manufacturer's standard method. 2.6 FABRICATION - RAILINGS A. General: 1. Round pipe /tube: Minimum outside diameter of 1 -1/2 inches. 2. Connections: Welded and ground. 3. Welding: Fill joints completely and grind off flush. 4. Elbows: Bent or mitered. 5. Tee and cross intersections: Coped and fitted. 6. Exposed ends of hollow members: Close with prefabricated fittings or with 3/16- inch -thick plate fully welded. 7. Bending of members: Use jigs to make each similar configuration the same; make neat bends without other deformation. 8. Close exposed open ends of members using same material as used in member. B. Provide all components necessary for assembly of railings and for attachment to other work. C. Wall- Mounted Handrails: Return railing to wall at ends except where otherwise indicated. D. Guardrails: Provide style shown on drawings. Provide handrail of configuration shown with ends returned. Meet building code and accessibility code requirements. 2.7 FINISHING A. Preparation of Steel for Finishing: Prepare by removing loose mill scale, loose corrosion products, dirt, oil, and grease. 24944.13 05511 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA .SECTION 05511 PRE - ENGINEERED METAL STAIRS 1. Use pickling or blast cleaning. a. Pickling: Perform in accordance with SSPC SP -8. b. Blast cleaning: Perform in accordance with SSPC SP -6, minimum. B. Factory - Applied Primer: Comply with SSPC -PA 1. PART 3 - EXECUTION 3.1 INSTALLATION A. 'Install items in correct location, plumb and level, without rack or warp. B. Provide temporary supports and bracing as required. C. Anchor to substrates indicated; provide all fasteners required. 1. Railings: Attach to withstand a load of not less than 250 pounds applied in any direction at any point without dislodging device. D. Perform all field fabrication required for installation. 1. Fit joints tightly. 2. Weld joints as indicated. a. Weld in accordance with AWS code. b. Exposed welds: Grind flush and smooth. 3.2 CLEANING AND TOUCH -UP A. Touch up shop paint immediately after erection. 1. Clean field welds, bolted joints and areas where primer is damaged. 2. Paint with material used for shop painting, minimum 2 mils dry film thickness. 24944.13 END OF SECTION 05511 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 • PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05810 SEISMIC JOINT COVER ASSEMBLIES Z�� S A. Section Includes: F 1. Manufactured joint covers used to conceal and weatherproof '~ Z Iii structural seismic discontinuities at interior and exterior Q locations. 6 2. Expansion joint cover assembly types include: 0 O a. Elastomeric bellows. CO D b. Flexible strip seal. W mix 3. Joint applications for which joint cover assemblies are specified 1 -- include: CO u_ a. Interior Wall joints. W O b. Interior Ceiling joints. 2 c. Exterior Wall oints. 7 .J d. Roof joint. u. N B. Related Sections: T v 1. Joint sealers: Division 7. Z N 1.2 SUBMITTALS Z O W uj A. Product Data: Manufacturer's written technical information which 2 O demonstrates product materials, finishes and installation details U comply with contract documents. O 0 I- B. Shop Drawings: Include drawings showing only information not clearly uJ W described in product data, including joint cover profile, joints H U between joint cover sections, corners or intersection details, and u. ~O installation in adjacent work. 1. Transitions: Submit isometric drawings showing assembly where W joint changes plane or joint type changes. Provide emphasis U = showing continuity of moisture barrier. ~ O F- Z C. Layout Drawings: Showing full extent of joint cover assemblies including intersections, terminations and transitions to different surfaces or substrates. D. Samples: 1. 12 -inch -long samples for each type of joint cover assembly required, including frame, seals, anchor type, and metal finish. 1.3 QUALITY ASSURANCE A. Furnish joint cover assemblies and accessories manufactured by one firm for each type of joint cover required. B. Fire Resistive Assemblies: Provide systems classified by UL, Warnock - Hersey or other acceptable testing agency for hourly rating indicated. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Design drawings are based on products of Watson Bowman Acme Corp. 1. Comparable products of other manufacturers will be considered for substitution in accordance with Section 01630. 24944.13 05810 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Additional Acceptable Manufacturers: Products of the following manufacturers, provided they comply with requirements of the contract documents, will be considered acceptable (substitution request not required): 1. MM Systems. 2. C/S Group (Construction Specialties Inc.). 2.2 MATERIALS A. Aluminum: 1. Extrusions: ASTM 2. Sheet and plates: B. Stainless Steel: ASTM MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05810 SEISMIC JOINT COVER ASSEMBLIES B 221, alloy 6063 -T5. ASTM B 209, alloy 6061 -T6. A 276, Type 304. C. Finishes: 1. Aluminum finish: a. As- fabricated finish: AA -M10 (unspecified as- fabricated finish) . b. Shop primer: Manufacturer's standard corrosion - inhibiting primer, for aluminum in contact with concrete. 2. Stainless steel finish: No. 4 bright polished finish. D. Preformed Seals: Single or multicellular extruded elastomeric seals designed with or without continuous, longitudinal, internal baffles. Formed to be installed in frames or with anchored flanges, in color indicated or, if not indicated, as selected by Architect from manufacturer's standard colors. E. Strip Seals: Elastomeric membrane or tubular extrusions with a continuous longitudinal internal baffle system throughout complying with ASTM E 1783; used with compatible frames, flanges, and molded - rubber anchor blocks. F. Preformed Cellular Foams: Neoprene or polyurethane extruded, compressible foam. 2.3 MANUFACTURED UNITS A. Furnish each joint cover assembly manufactured as an integral unit, complete with all parts and ready for installation. B. Seismic Joint Covers - Basis of Design: Watson Boman Acme types as follows: 1. Roof: Cover (flashing) formed of sheet metal specified in Section 07600 with BOG -24N gutter system. 2. Exterior Wall: WSW -800. 3. Interior Wall: Same as exterior wall without moisture barrier. 4. Interior Occupancy Separation Wall: Wabo "Fire Flex ". 2.4 ACCESSORIES A. Anchors: 1. Where indicated, furnish manufacturer's standard drilled -in anchors with expansion shields for surface installation in existing concrete substrate. 2. Drywall screws: As specified in Section 09260. B. Moisture Barrier: Where indicated furnish manufacturer's standard continuous flexible vinyl membrane. 24944.13 05810 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.5 FABRICATION A. General: 1. Fabricate joint cover assemblies to match profile, materials, and installation details indicated. 2. Units shall suit joint size and be fabricated to absorb variations in adjacent surfaces and structural movement. 3. Fabricate joint covers in maximum standard lengths. 4. Miter joint cover corners at changes in direction. 5. Include accessories necessary to install complete joint cover assemblies. B. Flexible Strip Seal Joint Cover Assembly: Furnish frames designed to secure lugs of preformed strip seals, and constructed for embedment in concrete. C. Interior Wall /Ceiling Joint Cover Assemblies: Provide extruded vinyl or elastomer bellows with end configuration indicated and attachment accessories appropriate to adjacent construction. D. Shop /Factory Finishing: 1. General: a. Comply with AA DAF -45 for aluminum finish designations b. Comply with NAAMM Metal Finishes Manual for finish application procedures. c. Before shipment, apply protective film to surfaces which will be exposed in final installation. 2. Concealed surfaces: Apply manufacturer's standard shop primer (minimum dry film thickness, 2.0 mils) to joint cover surfaces in contact with concrete or masonry. PART 3 - EXECUTION 3.1 PREPARATION A. Furnish installation drawings or other installation instructions to trades responsible for preparing substrates to receive joint cover assemblies. B. Furnish installation drawings and other installation instructions to trade responsible for forming recess in concrete slab to receive joint cover assembly and drilled -in anchors. C. Protection: Protect joint cover assembly components during installation from dirt and debris which could prevent proper movement of joint cover parts after installation. D. Surface Preparation: Clean surfaces to receive expansion joint cover system of any substance that might obstruct proper installation. 1. Fill voids in substrate surface larger than 1/4 inch in diameter with grout to provide smooth surface for joint cover assembly installation. 3.2 INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05810 SEISMIC JOINT COVER ASSEMBLIES A. Use threaded screws in expansion shields at spacings recommended by manufacturer to install joint cover assemblies after concrete or masonry is in place. 24944.13 05810 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 �iu:,:.:.:; :.. iw::.., ti..w::,�.:ai�•�..,,::us,�,:r.z. -. i . ,..,. �r.'.t..a u:�:: �...,�. ,..�..o.;— ::a.:.�.a..:.._ MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 05810 SEISMIC JOINT COVER ASSEMBLIES B. Before fastening joint cover assemblies to substrate, cut and fit lengths to conform to substrate condition. Form tight end joints. Adjust components to align with expansion joint width and to be flush with adjacent finish surfaces. 1. Install exposed finish surface of floor joint cover assemblies flush with adjacent finish floor surface. 2. Install wall expansion joint cover assemblies flush with and tight against adjacent finish materials. 3. Space anchors in accordance with manufacturer instructions, with anchors within at least 6 inches of each end and a maximum 24 inches on center. C. Install joint cover assemblies with a minimum of end joints. Where end joints do occur, align edges of assembly across joint. 1. install flexible filler material with manufacturer recommended adhesive or adhesive tape. D. Strip Seals: Install frame components with a minimum of end joints and in accordance with manufacturer's instructions. 1. Seal end joints and corner details watertight using manufacturer approved adhesive and accessories. 2. Smooth edges of joint. Cover by grinding to achieve tight joints between sections of joint cover. 3. Apply manufacturer's lubricant /adhesive to both sides of frame to aid installation of strip seal and to provide water tight condition. E. Moisture Membrane: 1. Form watertight splices between segments and at changes in direction. 2. Provide dams or other watertight closure at ends. 3. Gutters: Provide vinyl nipples and flexible plastic hose drains at low point of moisture membrane which does not join exterior wall joint. a. Discharge: Daylight where practicable, otherwise connect to plumbing drain. 3.3 CLEANING AND PROTECTION A. Remove protective film only after adjacent construction is complete. B. Protect expansion joint cover assemblies from damage until adjacent construction is complete. 24944.13 END OF SECTION 05810 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: H W 1. Wood blocking and nailers. 2. Wood furring and grounds. 2 3. Plywood backing panels. 6 U 4. Wood treatment: CIO a. Fire retardant treatment: All lumber and plywood within co p conditioned space. W = b. Preservative treatment: All other lumber. COW B. Related Sections include the following: W O 1. Division 6 Section "Finish Carpentry" for nonstructural carpentry E items exposed to view and not specified in another Section. u. 4 1.2 DEFINITIONS CO = W A. Lumber grading agencies, and the abbreviations used to reference them, include the following: ? 1. WCLIB - West Coast Lumber Inspection Bureau. Z O 2. WWPA - Western Wood Products Association. lU 1.3 SUBMITTALS U N A. Research /Evaluation Reports: For the following, showing compliance 0 1- with building code in effect for Project: W W 1. Fire - retardant - treated wood. 0 B. Certifications: — O 1.4 QUALITY ASSURANCE A. Sustainable Resource: Provide lumber and panel products certified in accordance with Forest Stewardship Council guidelines for wood building components. Applies to wood products prior to treatment with preservative or fire retardant. 1.5 DELIVERY, STORAGE, AND HANDLING A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06105 MISCELLANEOUS CARPENTRY 1. Sustainable resource: Signed by certifying agency attesting that wc lumber and panel products meet Forest Stewardship Council U = � guidelines for sustainable resources. H O 06105 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06105 MISCELLANEOUS CARPENTRY 3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 4. .Provide dressed lumber, S4S, unless otherwise indicated. 5. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 -inch nominal (38 -mm actual) thickness or less, unless otherwise indicated. B. Wood Structural Panels: 1. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated. 2. Thickness: As needed to comply with requirements specified but not less than thickness indicated. 3. Comply with "Code Plus" provisions in APA Form No. E30K, "APA Design /Construction Guide: Residential & Commercial." 4. Factory mark panels according to indicated standard. 2.2 WOOD - PRESERVATIVE - TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and one of the following: a. Ammoniacal, or amine, copper quat (ACQ). b. Copper bis (dimethyldithiocarbamate) (CDDC). c. Ammoniacal copper citrate (CC). d. Copper azole, Type A (CBA -A). e. Oxine copper (copper -8- quinolinolate) in a light petroleum solvent. B. Kiln -dry material after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark each treated item with the treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. 2.3 FIRE- RETARDANT - TREATED MATERIALS A. General: Provide materials that comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire- retardant- treated wood with appropriate classification marking of UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Use treatment for which chemical manufacturer publishes physical properties of treated wood after exposure to elevated temperatures, when tested by a qualified independent testing agency according to ASTM D 5664, for lumber and ASTM D 5516, for plywood. 2. Use treatment that does not promote corrosion of metal fasteners. 3. Use Interior Type A High Temperature (HT). 2.4 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Cants. 3. Nailers. 24944.13 06105 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 `•4:iPix J1a.;.:L'.`+3*.u • • 4. Furring. 5. Grounds. B. For items of dimension lumber size, provide Construction, Stud, or No. 2 grade lumber with 19 percent maximum moisture content and the following species: 1. Western woods; WCLIB or WWPA. 2.5 PANEL PRODUCTS 2.6 FASTENERS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06105 MISCELLANEOUS CARPENTRY A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C -D Plugged, fire - retardant treated, in thickness indicated or, if not indicated, not less than 1/2 inch (12.7 mm) thick. B. Other Plywood: DOC PS 1, Exposure 1, C -C Plugged or better; thickness as indicated. A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. For preservative treated lumber, provide fasteners of steel with hot -dip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless steel. B. Power - Driven Fasteners: CABO NER -272. C. Screws for Fastening to Cold- Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. D. Lag Bolts: ASME B18.2.1. (ASME B18.2.3.8M). E. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. F. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency. 1. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or A4). PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. B. Set carpentry to required levels and limes, with members plumb, true to line, cut, and fitted. 24944.13 06105 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06105 MISCELLANEOUS CARPENTRY 1. Fit carpentry to other construction; scribe and cope as needed for accurate fit. 2. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative - treated lumber and plywood. D. Securely attach carpentry work as indicated and according to applicable codes and recognized standards. E. Countersink fastener heads on exposed carpentry work and fill holes with wood filler. F. Use fasteners of appropriate type and length. Predrill members when necessary to avoid splitting wood. 3.2 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. 1. Fire block furred spaces of walls, at each floor level and at ceiling, with wood blocking or noncombustible materials accurately fitted to close furred spaces. 3.4 PANEL PRODUCT INSTALLATION A. Wood Structural Panels: Comply with applicable recommendations contained in APA Form No. E30K, "APA Design /Construction Guide: Residential & Commercial," for types of structural -use panels and applications indicated. 1. Comply with "Code Plus" provisions in above - referenced guide. 24944.13 END OF SECTION 06105 - 4 CONSTRUCTION DOCUMENTS 25 /APRI'L /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Transparent finish wood veneer casework. 2. Plastic laminate -clad cabinets. 3. Countertops. B. Related Sections: 1. For colors and patterns selected for the work, see 01900. • 1.2 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06410 CUSTOM MILLWORK AND CABINETWORK A. Shop Drawings: Plans and elevations; details at a large scale; show location of each item, identify components used, and indicate method of attachment. 1. Show field measurements. B. Veneered Products: Samples conveying range of appearance to be expected; 8 by 10 inch pieces. C. Factory Finishes: 1. Samples: 8- by 10 -inch step samples, finished, for each finish and color, showing each coat required. D. Plastic Laminate (HPL): 1. Samples, minimum 8 by 10 inches, of each color and pattern required. 1.3 QUALITY ASSURANCE A. Quality of Materials and Workmanship: Provide woodwork that complies with requirements of "Architectural Woodwork Quality Standards," published by Architectural Woodwork Institute (AWI) (hereinafter referred to as "woodworking standard"). B. Quality of Factory Finishing: Provide factory finishes that comply with Section 01500, "Architectural Woodwork Quality Standards." 1. Where contract documents indicate requirements which are less restrictive than the woodworking standard, comply with the minimum requirements of the woodworking standard. C. Installer Qualifications: 1. Experienced in installing woodwork of similar quality. 2. Acceptable to fabricator. D. Standard for Testing Fire - Retardant Materials: Where fire - retardant woodwork is indicated, provide products which, when tested in accordance with ASTM E 84, have maximum flame spread as indicated and maximum smoke developed of 450. E. Coordinate installation of woodwork with other work to avoid damage. 1.4 PROJECT CONDITIONS A. Maintain final design temperature and humidity in areas where woodwork is installed. 24944.13 06410 - 1 CONSTRUCTION' DOCUMENTS 25 /APRIL /2003 B. Fit woodwork to actual construction. If it is not possible, or practical, to take field measurements before fabricating, provide adequate installation tolerances and scribe or trim to fit. 1. Obtain measurements and ventilation requirement of equipment to be housed by casework or installed in countertops from equipment manufacturer. Incorporate equipment requirements into casework fabrication to assure proper fit and clearances for equipment. C. Coordinate installation of woodwork with other work to avoid damage. D. Coordination Data: 1. Furnish locations and types of all blocking and other anchors to be built into substrates to installers of such work. PART 2 - PRODUCTS 2.1 ARCHITECTURAL WOODWORK - GENERAL A. Grade: Per AWI Quality Standards. 1. Lobby Admission Desk: Premium Grade. 2. All other woodwork: Custom Grade. 2.2 CABINETWORK MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06410 CUSTOM; MILLWORK AND CABINETWORK A. Reception Desk: 1. Comply with AWI Section 400A. 2. Finish: Factory- applied transparent finish; AWI System TR -2 Catalyzed Lacquer, premium grade, filled finish, satin gloss.. 3. Conceal all fasteners. B. High- Pressure Plastic Laminate: NEMA LD 3. 1. General Purpose Grade: 0.050 inch thick for countertops; 0.028 inch thick for vertical surfaces. 2. Balancing Sheet: 0.020 inch thick; provide for backing of countertops. 3. Cabinet Liner: 0.020 inch thick; color black except where noted otherwise. 4. Manufacturers and colors: See Finish Schedule Key. 2.3 WOOD MATERIALS A. Lumber: Species and grade as specified in woodworking standard, unless otherwise indicated. 1. Comply with applicable requirements of AWI Section 100. 2. Moisture content at time of fabrication: Not greater than optimum moisture content as specified in woodworking standard. 3. Provide lumber dressed on all exposed faces, unless otherwise indicated. 4. Do not use twisted, warped, bowed, or otherwise defective lumber. 5. Sizes indicated are nominal, unless otherwise indicated. 6. Do not mark or color lumber, except where such marking will be concealed in finish work. B. Plywood: Types, grades, and cores as specified in the woodworking standard, except as otherwise specified in this section. 1. Comply with applicable requirements of AWI Section 200. C. Particleboard: ANSI A208.1, M -2, or better; exterior glue when used in counters with sinks. 1. Comply with applicable requirements of AWI Section 200. 24944.13 06410 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 D. Medium Density Fiberboard: ANSI A208.2. 2.4 PLASTIC LAMINATE -CLAD CABINETS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06410 CUSTOM MILLWORK AND CABINETWORK A. Quality Standard: Comply with AWI Section 400 requirements for laminate -clad cabinets. B. AWI Type of Cabinet Construction: Flush overlay. C. Laminate Cladding for Exposed Surfaces: High - pressure decorative laminate complying with the following requirements: 1. Horizontal Surfaces Other than Tops: GP -50, 0.050 -inch nominal thickness. 2. Postformed Surfaces: PF -42, 0.042 -inch nominal thickness. 3. Vertical Surfaces: GP -28, 0.028 -inch nominal thickness. D. Materials for Semiexposed Surfaces: Provide surface materials indicated below: 1. Surfaces Other than Drawer Bodies: Thermoset decorative overlay or cabinet liner. 2. Drawer Sides and Backs: Solid hardwood lumber, shop finished. 3. Drawer Bottoms: Hardwood plywood, shop finished. 2.5 CABINET HARDWARE A. Cabinet Hardware: Provide hardware and accessories indicated. 1. Finishes on exposed hardware: Comply with BHMA A156.18. a. Satin chrome: 626. 2. Hinges: Totally concealed style, self - closing, opening 180 degrees. 3. Pulls: "Wire" pulls, 4 -inch, 5/16 diameter, stainless steel or chrome plated, satin finish. 4. Catches: Heavy duty magnetic, 5 -pound pull. 5. Drawer slides: Side - mounted, 75 -pound capacity, full extension, with nylon ball- bearing rollers; positive pull -out stop, self- closing, lift -out feature. 6. Cabinet - mounted shelf supports: Drilled holes, at 1 inch spacing, with shelf support clips for each shelf indicated. B. Hardware Quantities: 1. Hinges: Two per door up to 36 inches high; three per door over 36 inches high. 2. Pulls: One per door, drawer. 3. Catches: One per door. 4. Drawer slides, side mounted: Two per drawer. 2.6 MISCELLANEOUS MATERIALS A. Fasteners: Style, size, material, and finish as required for the purpose. B. Wood Filler for Transparent Finish Woodwork: Match final finish color. C. Accessories, Adhesives, Etc. for Fire - Retardant Assemblies: As required by classification or listing. 2.7 CASEWORK FABRICATION A. Fabricate in sizes and shapes indicated and using details indicated. B. Casework: Complete fabrication and assembly in shop. CONSTRUCTION DOCUMENTS 25 /APRIL /2003 24944.13 06410 - 3 1. Disassemble units if too large for convenient shipping or installation. 2. For applied fixtures and fittings, cut openings in shop. 3. For field - applied hardware, drill mounting holes in shop. 4. Ease edges of solid lumber members where indicated, using: a. 1/16 -inch radius for members 1 inch or less nominal thickness. b. 1/8 -inch radius for members more than 1 inch nominal thickness. 2.8 PLASTIC- LAMINATE COUNTERTOPS A. ' Quality Standard: Comply with AWI Section 400 requirements for high - pressure decorative laminate countertops. B. High - Pressure Decorative Laminate Grade: HGS, HGP for post forming. C. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. Refer to Section 01900. D. Core Material: 1. Typical: Medium density fiberboard. 2. Countertops with Sinks: Medium - density fiberboard made with exterior glue. E. Backing: Provide full backing sheet of cabinet liner or high- pressure laminate on underside of countertop. 2.9 FACTORY FINISHING A. Factory- Applied Transparent Finish: AWI System TR -6, catalyzed polyurethane, premium grade, filled finish, satin gloss. B. Apply entire finish in shop; touch -up and cleaning only may be performed after installation. C. Prepare for finishing in accordance with the woodworking standard. PART 3 - EXECUTION 3.1 PREPARATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06410 CUSTOM MILLWORK AND CABINETWORK A. Verify that blocking and backings have been installed at appropriate locations for anchorage. 3.2 INSTALLATION - GENERAL A. Do not begin installation of interior woodwork until potentially damaging construction operations are complete in the installation area. B. Field Joinery: Comply with requirements of the woodworking standard for shop joinery. C. Make joints neatly, with uniform appearance. D. Where specific matching between panels is indicated, install panels in strict accordance with matching. 24944.13 06410 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 06410 CUSTOM MILLWORK AND CABINETWORK E. Install woodwork in correct location, plumb and level, without rack or warp. 1. Install with no variation in flushness of adjoining surfaces. F. Conceal all shims. G. Touch -up shop finishes at field cuts. H. Secure woodwork to blocking or use anchors indicated. 1. Where anchorage method is not indicated, conceal all fasteners where possible. 2. Where exposed nailing is required or indicated, use finishing nails, countersink, and fill. I. Repair damaged and defective woodwork to eliminate visual and functional defects; where repair is not possible, replace woodwork. J. Touch up shop - applied finishes where damaged or soiled. 3.3 CLEANING A. Clean exposed surfaces. 3.4 PROTECTION A. Protect woodwork from damage and maintain design environmental conditions. 24944.13 END OF SECTION 06410 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 SYSTEM DESCRIPTION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07211 GENERAL BUILDING INSULATION A. Section Includes: 1. Building insulation systems for thermal control. B. Related Sections: 1. Roof insulation: Elsewhere in Division 7. 2. Gypsum drywall assemblies: Division 9. 3. Mechanical system insulation: Division 15. A. Insulation Thickness: 1. Drawings typically indicate required r- values for insulation materials. a. Where insulation r -value or dimension are not clearly indicated, provide insulation of same thickness of similar condition (e.g. stud cavity, curtain wall). 2. Dimensions are based on the following: a. Batt insulation: Fiberglass. b. Rigid insulation: Extruded polystyrene. B. General - Contractor's Options: Where option is specified: 1. Optional materials: Provide any material(s): a. Meeting performance requirements (R- value, vapor transmission). b. Acceptable to authorities having jurisdiction (e.g. Building Department, Fire Marshall). c. Fitting within space allotted (Architectural profile). 2. Optional installation method: Use any method(s) which: a. Secure materials in place. b. Maintain continuity of thermal insulation. c. Maintain continuity of vapor retarder. d. Will accept subsequent construction or finishes. C. Perimeter Insulation: Exterior edge of slab on grade under walls insulated to R -I1 or more. 1. Insulation type: Extruded polystyrene, R -5 (1 inch thick). 2. Installation method: Laid in place, secured by overburden. 3. Typical Extent: 2 feet vertical on foundation wall and 2 feet horizontal under slab. See drawings for variations. D. Framed Walls: 1. Insulation type: Batt /blanket. 2. Vapor retarder: a. Base bid: Laminated fibrous sheathing. b. Alternate: Reinforced plastic sheet. c. Alternate: Unreinforced plastic sheet. 3. Installation method: Contractor's option. 1.3 SUBMITTALS A. Product Data: Submit for each product specified in this section. B. ICBO Acceptance: Submit evaluation report indicating ICBO acceptance of product use as detailed. 24944.13 07211 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Verification Samples: Submit minimum 12 -inch square samples showing color and texture of the following: 1. Vinyl sheet facing for impaled batt insulation. 2. Sprayed insulation. 1.4 DELIVERY, STORAGE, AND HANDLING A. Foamed Plastic Insulation: Minimize period between product delivery and actual installation. Protect against exposure to flame, sparks, or excessive heat. Minimize exposure to sunlight. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide manufacturer's standard preformed insulation units, sized for proper fit in indicated applications. B. Additional requirements for system or individual components are specified in Part 1 of this section in "System Description" Article. 2.2 RIGID INSULATION A. Extruded Polystyrene Board Insulation: Manufactured by extrusion process with integral high density skin: 1. Type IV (ASTM C 578): 25.0 psi compressive strength. 2. Edges: Provide boards with tongue and groove /shiplap edges. a. Square edge boards may be used for perimeter insulation. B. Fiberglass or. Mineral Fiber Insulation: ASTM C 612. 1. Facer: Vapor- retardant foil or foil- scrim - kraft; flame spread rating of 25 or less (Class A) per ASTM E 84 and perm rating of 0.10 or less. 2.3 BATT INSULATION A. Glass Fiber Insulation- Blanket /Batt: 1. Typical blanket /batt: ASTM C 665. Contractor's option of factory - applied facer or separate facer sheet. a. Facer: Vapor - retardant plastic, foil, or foil - scrim- kraft; flame spread rating of 25 or less (Class A) per ASTM E 84 and perm rating of 0.10 or less. 2. Faced insulation for impaled installation: Provide blankets with vinyl scrim facing (ASTM E 84, Class A), perm rating of 0.10 or less, laminated to one side. a. Option: Provide separate facer. b. Provide perforated facer where surface of insulation is not within conditioned space. c. Color: White. B. Mineral Fiber Blankets: Same requirements as Glass Fiber Insulation, above. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07211 GENERAL BUILDING INSULATION 07211 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 • MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07211 GENERAL' BUILDING INSULATION 2.4 VAPOR RETARDERS A. Laminated Fibrous Sheathing: Simplex "Thermo- Ply ", "Weather Weight." B. Reinforced plastic sheet: Laminated sheet with scrim reinforcement. One of the following: 1. Raven "Dura -Scrim 6 ". 2. Reef Industries "Griffolyn 65 ". C. Unreinforced plastic sheet: Low density polyethylene meeting ASTM D 3981; minimum 6 mils thick 2.5 ACCESSORIES A. Provide accessories as necessary to properly install specified products. 1. Mastic sealer: Insulation manufacturer's recommended mastic sealer for application on board edges during installation, and for filling voids. 2. Vapor retarder tape: Pressure - sensitive plastic tape of type recommended by insulation facing manufacturer. B. Impaling Pins: Corrosion- resistant metal; galvanized steel, copper - coated steel, or stainless steel: 1. Spindle: Minimum 0.105 -inch diameter, length to suit thickness of insulation with allowance for air space and installation of retainer. 2. Mounting plate: Welded to spindle, minimum 2 inches square or 2- inch diameter; configuration to suit substrate and attachment method a. Concrete or other non - nailable substrate: Install using adhesive. 3. Adhesive: Mastic consistency, type recommended by impaling pin manufacturer for substrate. 4. Insulation Stand -offs: Sleeve fabricated of same metal as pin, to fit over pin and maintain 3/8 to 1/2 inch air space between insulation and substrate. 5. Insulation Retaining Washers: Self- locking square or round plates, fabricated of same metal as pin. Plate size recommended by manufacturer for insulation type, thickness, and facer but not less than 1 -1/2 inches square or diameter. a. Caps: Where impaling pin spindle ends will be exposed to human contact in the finished work, provide separate self - locking cap or retaining washer with integrated cap to protect spindle end. b. Finish, exposed applications: Where insulation retaining washers will be exposed to public view, provide insulation retaining washers and caps with durable finish of color to match insulation facer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that conditions conform to requirements of contract documents. B. Verify that related work to be performed within indicated spaces before installation of insulation has been completed. 24944.13 07211 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07211 GENERAL BUILDING INSULATION C. Verify that substrates are in satisfactory condition to receive insulation. D. Do not proceed until unsatisfactory conditions have been corrected. Commencement of installation indicates acceptance of conditions. 3.2 PREPARATION A. Clean substrates of any substances which might damage materials to be installed. B. Remove harmful projections capable of puncturing vapor retarder. 3.3 INSTALLATION A. Do not install insulation which is damaged, wet, soiled, or which has been covered at any time with ice or snow. B. Comply with insulation manufacturer's recommendations and installation sequence. Provide permanent placement and support of insulation. C. Install materials in a manner which will maximize continuity of thermal envelope. Use a single layer of insulation wherever possible to achieve indicated requirements, unless otherwise indicated. D. Insulation Boards: 1. Cut insulation neatly as required to fit tightly around obstructions. 2. Install boards in accordance with manufacturer's instructions for condition of installation. Butt board edges and ends tightly without deforming. Form solid joints where insulation boards meet protrusions and between adjacent boards. Stagger joints. 3. Foamed plastic insulation: Coordinate installation as necessary with work specified elsewhere to ensure that insulation is concealed promptly after installation. E. Insulation Blankets /Batts: 1. Install properly sized blankets /batts conforming to indicated spacings of framing members. 2. Cut insulation neatly as required to fit tightly around obstructions. 3. Application: Metal- framed construction: a. Unfaced insulation: Friction -fit insulation between framing members. F. Vapor Retarder: 1. Comply with membrane manufacturer's recommendations for installation of membrane as vapor retarder in application indicated. 2. Install vapor retarder in a manner which will maximize continuity of protection against vapor transmission. Extend membrane tightly and uniformly to building framing and to other objects (pipes, electrical boxes, etc.) impinging on the plane of the membrane. 3. Install vapor retarder on warm side of insulation unless otherwise indicated. 4. Locate membrane joints over framing members or solid substrates. Seal overlapping joints, butt joints, and fastener penetrations. Joints and penetrations shall be continuously taped with no breaks left exposed. 24944.13 07211 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 G. Impaled Installation: Apply impaling pins to substrate using manufacturer's recommended adhesive or fasteners for substrate and installation condition. 1. Spacing: Comply with impaling pin manufacturer's recommendations for insulation type and thickness, as well as condition of installation. 2. Install stand -offs on spindles to prevent direct contact between insulation and substrate. 3. Press insulation units onto impaling pins so that insulation is in contact with stand -off and all pins have penetrated through full thickness of insulation. 4. Secure insulation units with locking washers and trim excess length from impaling pin shafts. a. Caps: Where impaling pin spindle ends will be exposed to human contact in the finished work, provide separate self - locking cap or retaining washer with integrated cap to protect spindle end. b. Finish, exposed applications: Where insulation retaining washers will be exposed to public view, provide insulation retaining washers and caps with durable finish of color to match insulation facer. 3.4 PROTECTION A. Protect installed materials from damage until permanent concealing work is completed. B. Where concealing work is not performed immediately after installation work of this section is completed, erect suitable temporary coverings or enclosures to prevent damage. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07211 GENERAL BUILDING INSULATION 5. If tears or punctures occur, repair them immediately using suitable procedures to restore integrity of membrane. Tears and punctures shall be continuously taped with no breaks left exposed in accordance with manufacturer's written instructions. END OF SECTION 07211 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Manufactured metal roofing system: a. Manufactured metal roof panels. b. Insulation. c. Membrane underlayment. d. Gutters contiguous with metal roofing. e. Installation accessories. 1.2 SYSTEM DESCRIPTION A. Environmental Requirements: 1. Provide for expansion and contraction of system components due to ambient temperature and solar heat gain. Accommodate movement due to temperature change without buckling, undue stress on structural elements, reduction of performance, or other damaging effects. B. Wind Uplift: Provide metal roof panel systems which have been tested in accordance with UL 580 and listed in the UL "Roofing Materials and Systems Directory" for rating of Class 90. 1.3 SUBMITTALS A. Product Data: Manufacturer's written technical information, including performance data, details, and installation recommendations, which demonstrate that metal panel assembly components comply with contract documents. B. Samples for Selection of Coated Finishes: Coating manufacturer's full range of color selection data. C. Samples for Verification of Coated Finishes: 12- inch - square pieces of actual panel material for each finish type, texture, and color. PART 2 - PRODUCTS 2.1 MATERIALS 2.2 ROOF SYSTEM MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07410 METAL ROOF SYSTEM A. Sheet Steel: One of the following, coil- coated with fluoropolymer finish: 1. "Galvalume ": ASTM A 792, Class AZ50 or higher; steel sheet, coated with zinc - aluminum alloy. 2. Galvanized: ASTM A 653, with G90 hot -dip zinc coating. B. Fluoropolymer Finish: Specified in Section 05031. A. Manufacturer: 1. Provide products complying with requirements of the contract documents and made by one of the following: a. ASI. b. Merchant & Evans. c. Kovach. B. System Type: Roof panels with concealed attachment clips in panel seams to attach roof system to sheathing. 24944.13 07410 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1. Recommended by manufacturer for roof slope of 1 in 12 or less. 2. Seam type: Factory- formed and field crimped. 3. Fabricate panels from "Galvalume" sheet steel, minimum 24 gage (0.028 inch thick). 4. Exterior finish: Fluoropolymer. 5. Interior (underside) finish: Manufacturer's standard corrosion - inhibiting wash coat. 6. Panel width (nominal coverage): 12 inches. 7. Panel profile: Structural rib profile; ASI SSR /SRR or equivalent. C. Concealed Panel Clips: 1. Fabricate from galvanized or galvalume steel. 2. Provide roof system manufacturer's standard type clips to suit project requirements, including but not limited to the following: a. Live loads. b. Thermal movement; accommodate expansion and contraction without introducing stress into roof system. c. Slope of roof. d. Special conditions at transitions, penetrations, and terminations. D. Gutters: Fabricate from same metal and finish used for roof. Provide manufacturer's standard rectangular profile. E. Fasteners: 1. Threaded fasteners - general: Provide manufacturer's standard corrosion - resistant fasteners of size and type required for intended application. a. Use of cadmium - plated fasteners is not allowed. 2. Rivets: Noncorrosive metal, compatible with metals to be fastened. a. Exposed -to -view rivets are not allowed. F. Accessories: 1. Flexible closures: Closed -cell neoprene rubber, formed to fit panel profile with 5 to 10 percent compression when secured in place. 2. Sheet metal closures, flashing, and trim: Fabricate from same type of sheet metal, and with same finish, as adjacent roof panel. 3. Concealed sealants and gaskets: Manufacturer's standard. 2.3 UNDERLAYMENT A. Membrane Underlayment: Pressure- sensitive (self- adhesive) polyethylene - backed rubberized asphalt roofing underlayment sheet with release paper backing. Minimum thickness: 30 mils. 1. Provide primer recommended by membrane manufacturer. 2.4 ROOF INSULATION A. Molded- Polystyrene Board Insulation: ASTM C 578 Type II, 1.35- lb /cu. ft. minimum density. 1. Manufacturers: a. Manufacturers with a third -party certification program satisfying model building code mandatory requirements for foam plastics and that produce FMG- approved molded polystyrene. 24944.13 MUSEUM OF .FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07410 METAL ROOF SYSTEM 07410 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 EXAMINATION 3.2 INSTALLATION 3.3 CLEANING AND PROTECTION 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07410 METAL ROOF SYSTEM A. Verify that substrate or structural system to receive work of this section is complete, properly sized, and is laid out correctly in plan and elevations. B. Correct unacceptable substrate installations before start of metal panel erection. C Coordinate metal wall system with rain drainage work, flashing, trim, and construction of decks, walls, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. A. General: Install manufactured metal panels in accordance with panel manufacturer's recommended practices. 1. Fasten panels to structure as necessary to comply with performance criteria, allowing for expansion and contraction due to temperature variations and building movement. 2. Install gaskets, sealants, closures, and trim as the work progresses to ensure airtight and watertight performance of the completed installation. B. Underlayment: Install membrane underlayment on sheathing under metal roof system, unless otherwise recommended by metal roofing manufacturer. 1. Prime substrate in accordance with underlayment manufacturer's instructions. 2. Adhere underlayment to sheathing fishmouths, and similar flaws.. 3. Apply membrane underlayment from and lap joints 2 inches minimum. assure tight seal. without wrinkles, blisters, top to bottom in shingle fashion Roll seams with hand roller to C. Roof System Installation: 1. Install panel supports, taking care to align members correctly for proper engagement of panel attachment system. 2. Install roof panels in single, continuous piece from eaves to ridge. 3. Roof panel installation: Install roof panels using concealed clips in panel joints. D. Gutters: 1. Join lengths of gutters with seams lock - formed and sealed. 2. Secure gutters to eaves. Slope gutters to drain. 3. Provide stainless steel basket strainers at gutter outlet. A. Remove protective coverings from prefinished metal surfaces after each panel is installed. B. Touch up or refinish marred or abraded surfaces. Replace damaged units and units which cannot be refinished to the Architect's satisfaction. 07410 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07410 METAL ROOF SYSTEM C. Clean finished surfaces using techniques and materials recommended by . panel manufacturer. Protect cleaned surfaces until project completion. 24944.13 END OF SECTION 07410 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 PERFORMANCE REQUIREMENTS 1.3 SUBMITTALS 1.4 QUALITY ASSURANCE PART 2 - PRODUCTS 2.1 SHEET METAL 24944.01 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07413 FORMED METAL CLADDING A. Section Includes: 1. Custom sheet metal cladding. a. Style A: Smooth surface. B. Related Sections: 1. Section 076Q0 - "Sheet Metal Flashing and Trim" for items made of formed metal for flashing purposes. 2. Section 07900 "Joint Sealers ": For sealants and calking to weatherproof work of this section. A. Corrosion Control: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. A. Product Data: For the following: 1. Coated finish for sheet metal. 2. Fasteners. B. Shop Drawings: Detail fabrication and installation of metal cladding. Include plans, elevations, sections, and details of components and their connections. Show anchorage and accessory items. C. Samples for Verification: For each type of exposed finish required, prepared on 6 -inch- square samples of metal of same thickness and material indicated for the Work. A. Fabricator Qualifications: A firm experienced in producing formed - metal cladding similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. A. General: Provide sheet metal without pitting, seam marks, roller marks, stains, discolorations, or other imperfections where exposed to view on finished units. B. Aluminum Sheet: Flat sheet complying with ASTM B 209, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than strength and durability properties of alloy 5005 -H15. C. Galvanized Steel Sheet: ASTM A 653/A 653M, G90 coating, either commercial quality or lock - forming quality, stretcher - leveled standard of flatness. 07413 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 MISCELLANEOUS MATERIALS A. Fasteners: Use fasteners fabricated from same basic metal and alloy as fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. 1. Fasteners for Panels: Self - drilling or self- tapping, steel screws with corrosion- resistant coating and and captive EPDM or neoprene sealing washer. a. Coating: Hot -dip galvanized meeting ASTM A 153 or organic coating with minimum 800 hours salt spray resistance. b. Heads: Finish to match panels or provide plastic caps of color to match panels. 2. Blind Fasteners: Stainless -steel rivets. B. Escutcheons: Provide sized, gasketed escutcheons for penetrating elements such as pipe and conduit. 2.3 METAL FINISH A. Prefinish exposed surfaces of cladding by means of coil coating or spray coating meeting the following requirements. 1. Exposed Finish: High - Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. a. Fluoropolymer Two -Coat System: Manufacturer's standard two - coat, thermocured system consisting of specially formulated primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with physical properties and coating performance requirements of AAMA 2605. (1) Color: Refer to Drawings and Finish Schedule. 2. Concealed Finish: Mill finish or coil - coater's standard epoxy or acrylic coating. B. Stipple Texture: Roller - emboss sheet metal with moderate stipple prior to fabrication. 2.4 FABRICATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07413 FORMED METAL CLADDING A. Form cladding panels from metal of either type and thickness indicated below: 1. Aluminum Sheet: 0.040 inch. 2. Galvanized Steel Sheet: 20 gage (0.039) inch. B. Coordinate dimensions and perimeter profile of formed -metal cladding with those of adjoining construction to produce,.integrated assemblies with closely fitting joints and with edges and surfaces aligned, unless otherwise indicated. C. Form metal to profiles indicated. Produce flat, flush surfaces without cracking or grain separation at bends. Fold back exposed edges of unsupported sheet metal to form a 1/2 -inch- wide hem on the concealed side, or ease edges to a radius of approximately 1/32 inch and support with concealed stiffeners. D. Increase metal thickness or reinforce with concealed stiffeners, backing materials, or both, as needed to provide surface flatness specified for stretcher- leveled sheet metal and sufficient strength for indicated use. 1. Support joints with concealed stiffeners as needed to hold exposed faces of adjoining sheets in flush alignment. 24944.01 07413 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 E. Provide mounting and attachment clips, splice sleeves, fasteners, and accessories needed to install formed -metal cladding. PART 3- EXECUTION 24944.01 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07413 FORMED METAL CLADDING Z 3.1 INSTALLATION W Z A. Locate and place formed -metal cladding level, plumb, and in alignment pt Ili with adjacent construction. �,6 D _JO B. Form tight joints with exposed connections accurately fitted together. U o Provide reveals and openings for sealants and joint fillers as (0 W indicated. J = F- NW C. Install concealed gaskets, joint fillers, insulation, and flashings, W p as the Work progresses, to make exterior formed -metal cladding 2 weatherproof. g 1. Provide weatherproof escutcheons for pipe and conduit penetrating u ,Q exterior walls. N = W D. Corrosion Protection: Coat concealed surfaces of aluminum, zinc - f = coated, and nonferrous metals that will come into contact with grout, ?~- concrete, masonry, wood, or dissimilar metals with a heavy coat of Z O bituminous paint. W W 3.2 ADJUSTING U 0 A. Restore finishes damaged during installation and construction period al— so no evidence remains of correction work. Return items that cannot W W be refinished in the field to the shop; make required alterations and H 0 refinish entire unit or provide new units. a.f ai 3.3 PROTECTION 0 = A. Protect finishes of formed -metal cladding from damage during 0F' construction period. Remove temporary protective coverings at time of Z Substantial Completion. END OF SECTION 07413 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07600 FLASHING AND SHEET METAL A. Section Includes: 1. Sheet metal flashing and trim. 2. Fasteners and attachment devices. 3. Coatings and slip sheets to isolate sheet metal from dissimilar materials. B. Fleshings which are integral with prefabricated roof accessories, equipment, and the like are not included in this section. C. Wood blocking, nailers, edge strips, and battens are not specified in this section. D. Related Sections: 1. Metal roofing: Elsewhere in Division 7. a. Includes associated gutters. 1.2 SUBMITTALS A. Product Data: Manufacturer's technical information and installation instructions, in sufficient detail to demonstrate products comply with contract documents. B. Shop Drawings: Detailed drawings clearly indicating component profiles, joints, transitions, fastening methods, and relationship of flashing materials to adjacent construction. C. Samples: Submit 6- inch - square samples of each type of metal and finish required. 1.3 QUALITY ASSURANCE A. Installer: A company familiar with installing products included in this section and which has completed at least 20 installations similar in scope to work included in this section. B. Quality Standard: 1. Fabricate and install sheet metal work in accordance with Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA) "Architectural Sheet Metal Manual," unless specifically indicated otherwise. PART 2 - PRODUCTS 2.1 MATERIALS A. Prefinished Sheet Metal: Galvanized steel or aluminum sheet; coil coated with 2 -coat fluoropolymer (Kynar) finish. 1. Aluminum Sheet: ASTM B 209, manufacturer's standard alloy and temper for indicated applications. 2. Finish: Fluoropolymer, specified in Section 05031. Provide manufacturer's standard prime coat on underside. 3. Provide strippable plastic protective film on prefinished surface. 24944.13 07600 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 ACCESSORY MATERIALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07600 FLASHING AND SHEET METAL A. Fasteners: Corrosion - resistant metal of same material as the material being fastened, or other material recommended by sheet metal Z manufacturer. Match finish and color of exposed fastener heads to finish and color of sheet material being fastened. Z W B. Sealant: As specified in Division 7. 1. Use noncuring type for concealed joints. 2. Use nonsag elastomeric type for exposed joints. 0 O C. Joint Adhesive: Two - component noncorrosive epoxy adhesive, J = CD u. D. Bituminous Coating: Heavy bodied, sulfur -free, asphalt -based paint; W FS TT -C -494. a 2.3 FABRICATION - GENERAL LL ot ci) A. Form sheet metal to match profiles indicated, substantially free from = oil- canning, fish - mouths, and other defects. Z B. Comply with SMACNA "Architectural Sheet Metal Manual" for applications Z W W C. Provide for thermal expansion of exposed sheet metal work exceeding 15 0 feet running length. p — 1. Flashing and trim: Provide movement joints at maximum spacing of 10 feet; no joints allowed within 2 feet of corner or W W intersection. H LL 0 D. Conceal expansion provisions wherever possible. Z Lu E. Conceal fasteners. Exposed fasteners are not allowed on faces of V sheet metal. 01— Z F. Form a 1/2 -inch hem on underside of exposed edges. recommended by metal manufacturer for sealing of nonmoving joints. indicated. G. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by sheet metal manufacturer. 1. Gage: As recommended by SMACNA or metal manufacturer for application, but in no case less than gage of metal being secured. 2.4 SHEET METAL FABRICATIONS A. General: As a minimum, fabricate flashings using materials in the thickness listed for each flashing application. B. Gutter: 0.040 inch thick aluminum. C. Exposed Trim, Coping: 0.050 inch thick aluminum. D. Base flashing: 0.040 inch thick aluminum. E. Other flashing and trim: 0.032 inch thick aluminum. 24944.13 07600 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 EXAMINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07600 FLASHING AND SHEET METAL A. Examine substrates and conditions under which products of this section are to be installed and verify that work may properly commence. Do not proceed with the work until unsatisfactory conditions have been fully resolved. 1. Verify that nailers, blocking, and other attachment provisions for sheet metal work are properly located and securely fastened to resist effects of wind and thermal stresses. 3.2 PREPARATION A. Deliver the following items to entities performing work, for incorporation into their work: 1. Masonry through -wall fleshings: Division 4. B. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Isolate dissimilar metals by means of a heavy bituminous coating, approved paint coating, adhered polyethylene sheet, or other means approved by the Architect. 3.3 INSTALLATION A. General: Comply with sheet metal manufacturer's installation methods and recommendations in the SMACNA "Architectural Sheet Metal Manual." B. Sealed Joints: Form minimum 1 -inch hooked joints and embed flange into sealant or adhesive. Form metal to completely conceal sealant or adhesive. 1. Use joint adhesive for nonmoving joints. 2. Moving joints: When ambient temperature is moderate (40 -70 degrees F) at time of installation, set joined members for 50 percent movement either way. Adjust setting position of joined members proportionally for temperatures above 70 degrees F. Do not install sealant at temperatures below 40 degrees F. Refer to section on sealants elsewhere in Division 7 for handling and installation requirements for joint sealers. C. Gutters and Downspouts: 1. Join lengths of gutters with seams lock- formed and sealed. 2. Secure gutters to eaves. Slope gutters to drain. 3. Provide bronze or stainless steel basket strainers at gutter outlet. 4. Join lengths of downspout and secure using stand -off brackets. 5. Provide splash blocks or diverters at downspout discharge. 3.4 CLEANING AND PROTECTION A. Remove protective film from prefinished sheet metal immediately after installation. B. Repair or replace work which is damaged or defaced, as directed by the Architect. 1. Refinish marred and abraded areas of prefinished sheet using finish manufacturer's recommended methods and materials. Replace units which, in the opinion of the Architect, cannot satisfactorily be refinished in place. 24944.13 07600 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Remove from sheet metal surfaces any debris or substances which will inhibit uniform weathering. D. Protect sheet metal work as recommended by the installer so that completed work will be clean, secured, and without damage at substantial completion. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07600 FLASHING AND SHEET METAL END OF SECTION 07600 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07810 SPRAYED -ON FIREPROOFING A. Section Includes: 1. Fireproofing of interior structural steel (roof, floor, and columns). A. Fireproofing Schedule and Drawings: Submit schedule and application drawings, in form acceptable to authority having jurisdiction, showing location of members to be fireproofed, primary or secondary member status, and thickness of sprayed fireproofing required. 1. Reproducible copies of structural drawings may be used for this submittal. 2. Shop drawings must include the type of fireproofing material, number of ICBO evaluation report or UL Design number, hourly ratings, and a clear method for identifying thicknesses and densities required for designated primary and secondary members and floor and roof assemblies (color code or other acceptable method). B. Evidence of Acceptable Testing: Submit for each fire - resistance rated assembly to be constructed. Listing of the assembly to be used in the current edition of the Underwriters Laboratories Inc. "Fire Resistance Directory" will be considered evidence of acceptable testing. In lieu of such a directory listing, official printed notification from Underwriters Laboratories Inc., stating that the assembly in question has been tested and approved, will also be considered evidence of acceptable testing. C. Product Data: Submit complete product and system description, including installation instructions and limitations on use. D. Test Reports: Submit results of field quality control tests indicated in Part 3 of this section. E. Certificate of Acceptability of Substrates: Submit fireproofing manufacturer's certification that substrates to receive fireproofing are acceptable to fireproofing manufacturer. Where fireproofing manufacturer recommends use of a bonding agent to ensure adequate bond for fireproofing, follow manufacturer's instructions. F. Certificate of Compliance with Asbestos Requirements: Submit fireproofing manufacturer's certification of compliance with all asbestos requirements specified under "Quality Assurance." 1.3 QUALITY ASSURANCE A. Asbestos and Mineral Wool Limitations: Comply with all current federal, state, and local regulations. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store products in dry, protected area in manufacturer's original shipping containers bearing labels which include UL fire resistance ratings, manufacturer's name, product name, date of manufacture, and shelf life instructions where required. B. Do not use products beyond manufacturer's indicated shelf life. 24944.13 07810 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.5 PROJECT CONDITIONS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07810 SPRAYED -ON FIREPROOFING A. Environmental Requirements: 1. Minimum ambient and substrate temperatures for 24 hours immediately preceding, during, and for 24 hours after fireproofing installation: 40 degrees F. 2. Provide adequate air circulation to ensure proper curing of fireproofing materials. 1.6 SEQUENCING AND SCHEDULING A. Coordinate work of this section with other work as required to ensure that installed materials are not damaged during construction period and that fire resistance ratings are not compromised by work of other trades. B. Schedule fireproofing installation sufficiently in advance of other work to permit field quality control testing and any required corrective procedures to be completed before construction which might interfere with these operations is started. C. Do not begin to install fireproofing on underside of metal roof decking until roofing installation is finished; do not allow traffic on roof during fireproofing installation and drying period. PART 2 - PRODUCTS 2.1 FIREPROOFING SYSTEMS A. Sprayed Cementitious Fireproofing: Provide one of the following: 1. "Zonolite Mk VI "; W.R. Grace &. Co. 2. "Cafco 300 "; Isolatek International. 3. "Pyrolite 15 "; Carboline Co. B. Accessory Products: Provide products which strictly comply with UL requirements for fire resistance rated assemblies. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrates are in satisfactory condition to receive fireproofing. B. Verify that items required to penetrate fireproofing are in place and properly fastened. C. Perform fireproofing manufacturer's recommended test procedures wherever substances which might affect adhesion of fireproofing are suspected on substrates. D. Notify the Architect in writing of any substrate conditions requiring correction by other than normal cleaning methods, prior to installation of fireproofing. E. Do not begin work until unsatisfactory conditions have been corrected; commencement of fireproofing installation indicates acceptance of conditions. 24944.13 07810 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.2 PREPARATION A. Provide drop cloths, masking, or other suitable coverings for materials not to receive fireproofing. B. Take necessary precautions to protect workmen, the public, and the environment during installation. C. Prepare substrates as required to result in permanent bonding of fireproofing material. Strictly follow fireproofing manufacturer's instructions for cleaning and preparation of substrates. D. Primed Steel: Where required by fireproofing manufacturer for proper bond, apply fireproofing manufacturer's recommended bonding agent /substrate primer. 3.3 INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07810 SPRAYED -ON FIREPROOFING A. Install in strict accordance with UL (Underwriters Laboratories Inc.) "Fire Resistance Directory" instructions for assemblies indicated and with fireproofing manufacturer's instructions. B. Install fireproofing in a manner which will maximize adhesion between fireproofing and substrate and continuity of fire- resistive protection; use a single course of fireproofing unless otherwise recommended by fireproofing manufacturer. C. Finish: As applied, no additional finishing. 3.4 FIELD QUALITY CONTROL A. The Port will engage and pay an independent testing agency to conduct field inspection and testing to determine whether actual thicknesses and densities meet fire rating requirements. B Measure thickness and density in accordance with ASTM E 605 procedures. C Test each fireproofed structural member within one typical structural bay. For each distinct test area, bay must be selected at random. D Testing agency shall submit written report to the Contractor and the Architect indicating results of field quality control procedures. E. The Contractor shall pay for further testing required to prove acceptability of installation. F. Patch test areas as necessary to restore integrity of fireproofing. 3.5 CLEANING A. Completely remove fireproofing from surfaces not designated to receive fireproofing while material is still wet and before it has begun to set. 3.6 PROTECTION A. Follow instructions of fireproofing manufacturer to prevent damage to fireproofing. 24944.13 07810 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Patch damaged fireproofing. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07810 SPRAYED -ON FIREPROOFING END OF SECTION 07810 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07812 INTUMESCENT FIREPROOFING A. Section Includes: 1. Thin -film fireproofing of interior structural steel. 2. Installation accessories. 3. Preparation of fireproofing to receive finish specified elsewhere. B. Refer to Drawings for extent of fireproofing. C. Related Sections: 1. Shop priming of steel: Section 05030. 1.2 DEFINITIONS A. Interior Applications: Conditioned spaces, protected from weather. 1.3 SUBMITTALS A. Evidence of Acceptable Testing: Submit for each fire - resistance rated assembly to be constructed. Listing of the assembly to be used in the current edition of the Underwriters Laboratories Inc. "Fire Resistance Directory" will be considered evidence of acceptable testing. In lieu of such a directory listing, official printed notification from Underwriters Laboratories Inc., stating that the assembly in question has been tested and approved, will also be considered evidence of acceptable testing. B. Product Data: Submit complete product and system description, including installation instructions and limitations on use. C. Test Reports: Submit results of field quality control tests indicated in Part 3. D. Certificate of Acceptability of Substrates: Submit fireproofing manufacturer's certification that substrates to receive fireproofing are acceptable to fireproofing manufacturer. Where fireproofing manufacturer recommends use of a bonding agent to ensure adequate bond for fireproofing, follow manufacturer's instructions. 1. Submit testing agency report confirming that shop applied primer (Section 05123) is suitable for use with intumescent fireproofing proposed for use. 1.4 QUALITY ASSURANCE A. Mock -up: 1. Before beginning fireproofing work, construct mock -up at location as directed by the Architect. Accepted mock -up shall be preserved throughout construction period and shall establish qualities of materials, workmanship, and appearance to be expected in the completed installation. Construct one mock -up of architecturally exposed interior fireproofing. 2. Approximate dimensions for each mock -up: Surface area of 40 square feet, full indicated thickness. 3. Approved mockups may be retained in the finished work. 24944.13 07812 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.5 DELIVERY, STORAGE, AND HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07812 INTUMESCENT FIREPROOFING A. Store products in dry, protected area in manufacturer's original shipping containers bearing labels which include UL fire resistance ratings, manufacturer's name, product name, date of manufacture, and shelf life instructions where required. B. Do not use products beyond manufacturer's indicated shelf life. 1.6 PROJECT CONDITIONS A. Environmental Requirements: •1. Minimum ambient and substrate temperatures for 24 hours immediately preceding, during, and for 24 hours after fireproofing installation: 40 degrees F. 2. Provide adequate air circulation to ensure proper curing of fireproofing materials. 1.7 SEQUENCING AND SCHEDULING A. Coordinate work of this section with other work as required to ensure that installed materials are not damaged during construction period and that fire resistance ratings are not compromised by work of other trades. B. Schedule fireproofing installation sufficiently in advance of other work to permit field quality control testing and any required corrective procedures to be completed before construction which might interfere with these operations is started. PART 2 - PRODUCTS 2.1 FIREPROOFING SYSTEMS A. Architecturally Exposed Interior Fireproofing: 1. Use to fireproof the following members: a. AESS (Exposed -to -view steel structural members). 2. Acceptable materials are: a. Subliming fireproofing; smooth trowel finish. b. Intumescent mastic fireproofing; smooth finish. 3. Surface Finish: Durable enamel finish. a. Color: Match PT -1 specified in Section 09900.. 2.2 MATERIALS A. General: Completed fireproofing shall provide smooth, hard finish, suitable for painting. 1. For all of each distinct fireproofing product indicated, provide materials produced by one manufacturer, factory- mixed, suitable for sprayed application, and requiring addition at the site of no other materials other than water. 2. Provide products listed by UL (Underwriters Laboratories Inc.) in thickness and densities required to achieve fire resistance ratings indicated. B. Subliming Fireproofing: One - component, water -based subliming material. 1. Manufacturers: Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: 24944.13 CONSTRUCTION DOCUMENTS 07812 - 2 25 /APRIL /2003 C. Intumescent Mastic Fireproofing: 1. Manufacturers: Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Carboline Co. b. A/D Firefilm. c. Isolatek International (Cafco). 2.3 ACCESSORIES A. Provide products which strictly comply with UL requirements for fire resistance rated designs indicated, including the following items where required: 1. Bonding agent /substrate primer. 2. Reinforcing fabric. 3. Topcoat /sealer: Provide where needed to comply with performance requirements indicated or where recommended by fireproofing manufacturer for application. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrates are in satisfactory condition to receive fireproofing. B. Verify that items required to penetrate fireproofing are in place and properly fastened. C. Perform fireproofing manufacturer's recommended test procedures wherever substances which might affect adhesion of fireproofing are suspected on substrates. D. Notify the Architect in writing of any substrate conditions requiring correction by other than normal cleaning methods, prior to installation of fireproofing. E. Do not begin work until unsatisfactory conditions have been corrected; commencement of fireproofing installation indicates acceptance of conditions. 3.2 PREPARATION A. Provide drop cloths, masking, or other materials not to receive fireproofing. B. Take necessary precautions to protect environment during installation. C. Strictly follow fireproofing manufacturer's instructions for cleaning and preparation of substrates. D. Preparation for Exposed Fireproofing: Repair surface irregularities which would affect thickness or appearance of finished fireproofing. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07812 INTUMESCENT FIREPROOFING a. NuChem, Inc. (Thermal Science) 07812 - 3 suitable coverings for workmen, the public, and the CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.3 INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07812 INTUMESCENT FIREPROOFING A. Install in strict accordance with UL (Underwriters Laboratories Inc.) "Fire Resistance Directory" instructions for designs indicated and with fireproofing manufacturer's instructions. Z B. Install fireproofing in a manner which will maximize adhesion between H Z fireproofing and substrate and continuity of fire- resistive U1 re 2 protection; use a single course of fireproofing unless otherwise 6 recommended by fireproofing manufacturer. U O C. Spray material on substrate wherever conditions permit. (ow J = D. Base Coat Finish: Smooth sanded after one of the following F- preliminary finishes. p 1. Rolled for even finish: "Back- roll" fireproofed surfaces, w eliminating roughness and drips; use fireproofing manufacturer's g n recommended procedures and tools. 2. Smooth trowel: Trowel surface smooth and make square edges; use u fireproofing manufacturer's recommended procedures and tools. = a I- ILI E. Finish Coat Application: Spray apply finish coat. Z1 1. Apply additional coats at no additional cost to the Owner when 1-0 necessary to achieve complete hiding, uniform texture, or uniformZI LU sheen and appearance. 2 D a. Finish surfaces which are not comparable to mock -up in terms DO of smoothness, evenness, and sheen will be rejected. Remove O finish, repair basecoat and refinish at no expense to the 0 '- Owner. w = w F- H u' O A. The Contractor shall arrange and pay for field inspection and testing Z to ensure that actual thicknesses, densities, and bond strengths meet U fire rating requirements. F- _ 1. Inspection and testing will be performed by DCLU - certified special 0I- inspector. B. Ensure that test areas and procedures used are acceptable to governing authorities. Coordinate installation to permit testing and inspection agency to verify that fireproofing within each test area complies with indicated requirements, before fireproofing is installed in next test area. 3.4 FIELD QUALITY CONTROL C. Test Area: One floor or 2,000 square feet, whichever size establishes the highest total number of distinct test areas. D. Measure thickness and density in accordance with ASTM E 605 procedures. 1. Number of tests per test area: Test each fireproofed structural member within one typical structural bay. For each distinct test area, bay must be selected at random. E. Where bond strength values of fireproofing products are indicated, perform tests in accordance with ASTM E 736. 1. Number of tests per test area: Randomly select one typical structural member of each type, and test fireproofing. F. Testing agency shall submit written report to the Contractor and the Architect indicating results of field quality control procedures. 24944.13 07812 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 G. The Contractor shall pay for further testing required to prove acceptability of installation. H. Patch test areas as necessary to restore integrity of fireproofing. 3.5 CLEANING A. Completely remove fireproofing from surfaces not designated to receive fireproofing while material is still wet and before it has begun to set. B. Exposed Fireproofing: Using fireproofing manufacturer's recommended procedures, clean surfaces which have become stained or dirty. 3.6 PROTECTION A. Follow instructions of fireproofing manufacturer to prevent damage to fireproofing. B. Patch damaged fireproofing. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07812 INTUMESCENT FIREPROOFING END OF SECTION 07812 - 5 CONSTRUCTION DOCUMENTS 2.5 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Penetration Firestopping: Firestopping of all penetrations through fire barriers, including: a. Voids around: (1) Pipes. (2) Ducts. (3) Conduit. b. Other openings, as required by authorities having jurisdiction. c. Other openings indicated. 2. Head of wall firestopping: Firestopping of gap between top of fire -rated partition and underside of structure above. B. Products Furnished but Not Installed: 1. Sleeves which are an integral part of the firestopping assembly but which must be set by installer of other construction. 1.2 SYSTEM DESCRIPTION A. Head of Wall Firestopping: Provide firestopping system which allow movement of the floor or roof relative to the head of the wall without failure of the seal. Design to withstand cyclical movements without degradation of fire resistance as follows. 1. Vertical (joint width): Plus or minus 1/2 inch. 2. Horizontal (shear) in plane of wall: 3/8 inch each way. 3. Systems may be based on proprietary sealant system or proprietary framing components (head track) specified in Section 09100. 4. Coordinate firestopping system design with work of the following sections: a. 04230 - Concrete Unit Masonry. b. 09100 - Metal Support Systems. c. 09250 - Gypsum Drywall Systems. B. Cable Trays: Provide "re- enterable" firestopping utilizing blocks or pillows which will allow removal and reuse of firestopping for retrofitting of cable systems. Systems which require replacement of more than 10 percent (by cost) of original firestopping material are not acceptable. 1.3 DEFINITIONS A. Fire Barrier: Any wall, floor, or floor /ceiling assembly which is indicated as having a fire- resistance rating. 1. Fire - resistive roof assemblies do not require firestopping. 1.4 SUBMITTALS A. Multiple Installers: If firestopping work will be performed by more than one firm (entity), have each firm submit all of the submittals required by this article. B. Preinstallation Inspection Report: Identify penetrations which need to be repaired using the original material of the assembly. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07840 FIRESTOPPING 07840 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 :.a MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07840 FIRESTOPPING C. Schedule of Firestopping: Complete list, for approval, of penetrations to be sealed, indicating location, fire rating of penetrated assembly, identification of penetration seal to be used, fire rating of penetration seal, and evidence of acceptable testing. Z D. Samples: Submit minimum 6 square inch samples of each material that < . will be exposed to view in the finished work. Samples of paintable .1-Z sealants are not required. a 2 E. Maintenance Data: Include detailed instructions for repair and for -JO O modification due to changes in penetrating items. CO 0 Ow F. Final inspection report(s). UJ H G. Project Record Documents: Drawings showing locations of all fire CO LL' barriers, the actual penetrations through them, and the manner in W which they have been sealed; cross - referenced to maintenance data. J 1.5 QUALITY ASSURANCE N D A. Testing Requirements - General: Testing shall have been conducted or H W witnessed by an independent testing agency acceptable to governing Z1 authorities. h 0 1. Conduct tests with a measurably higher pressure inside the chamber Z than outside. W uj 2. The listing of the assembly to be used in the current edition of j 0 one of the following classification guides will be considered U, evidence of acceptable testing: ° H a. Underwriters Laboratories Inc. "Fire Resistance Directory." b. Warnock Hersey "Certification Listings." Will 3. A current evaluation report by one of the following will be U considered evidence of acceptable testing: L 0 a. National Evaluation Service ( "NES "). t N B . Penetration Seals: H = 1. Test methods: UBC Standard No. 7 -5; tests conducted in accordance Z ~ with ASTM E 814 or UL 1479 will be acceptable. C. Head of Wall Firestopping: 1. Test methods: UL 2079 as modified by ICBO AC -30 (500 cycles for expansion and wind movements, 100 cycles for seismic movements). D. Installer Qualifications: Specialty subcontractor, regularly engaged in firestopping work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Coordinate delivery of products to minimize storage time at site. B. Deliver products to project site in original unopened containers bearing the name of the manufacturer, product name, type, and testing agency's identification mark. C. Store products in accordance with manufacturer's instructions. 1.7 PROJECT CONDITIONS A. Coordination Meetings: 1. Penetrations: Prior to the start of work which involves cutting penetrations, conduct a meeting with installers of such work to identify fire barriers and required configurations of penetrations and to discuss the proper procedures and time schedule for 24944.13 07840 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 %.l.:A.i...•.+.1':�.Ur!.. r..M:r..� r MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07840 FIRESTOPPING cutting, patching, and sealing penetrations in such assemblies, with emphasis on avoiding unnecessary cutting and patching. 2. Head of Wall: Prior to the start of wall construction, conduct a meeting with installers of such work to coordinate gap size, head anchor details (for masonry) and deflection track details (for stud framing). Determine responsibilities and sequence of installation for wall components and firestopping products. 1.8 SEQUENCING AND SCHEDULING A. Perform firestopping work after completion of work which penetrates fire barriers, but prior to covering up or eliminating access to the penetration. Coordinate with installers of such other work. PART 2 - PRODUCTS 2.1 PENETRATION FIRESTOPPING A. Manufacturers: Firestopping /smokestopping and Gap Seal System Materials: 1. Products made by the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Hilti, Inc. b. Isolatek (Cafco) . c. Hevi- Duty /Nelson. d. 3M Ceramic Materials Department. e. Specified Technologies, Inc. f. W.R. Grace & Co. g. Tremco. h. Unifrax Corporation. i. USG Corp. 2. Head of Wall Gap Seals: Refer to Section 09100 for additional system manufacturers. B. Penetration Firestopping Materials: Provide penetration seal assemblies whose fire - resistance ratings have been determined by testing in the configurations required and which have fire- resistance ratings (F- rating) at least as high as that of the fire -rated assembly in which they are to be installed. 2.2 GAP FIRESTOPPING A. Safing Insulation: Semi -rigid mineral fiber; minimum 6 pcf density, unless other density named in testing agency's assembly reports. 1. Acceptable products: a. Thermafiber LLC (formerly USG) " Thermafiber Safing." b. Fibrex "Fibrex Safing Insulation" c. Rock Wool Mfg. Co. "Delta Safing Board ". 2. Provide galvanized steel retaining clips for curtainwall safing, or sheet metal closures as required and /or detailed. B. Firestopping Sealant: Elastomeric intumescent or silicone compound; component of tested assembly. C. Framing Head Track: See Section 09100. 24944.13 07840 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 EXAMINATION 3.2 PREPARATION 3.3 INSTALLATION 3.5 FIELD QUALITY CONTROL 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07840 FIRESTOPPING A. Preinstallation Inspection: Inspect all fire barriers for penetrations of any type; mark or otherwise identify all penetrations indicating action required: 1) repair; or 2) firestopping. 1. Conduct inspection prior to covering up or enclosing walls or. ceilings. 2. Submit a report detailing findings of inspection to the Architect. B. If the configuration of a particular penetration does not conform to the configuration necessary for the required firestopping assembly, notify the installer of the penetration for modification of the configuration to suit the assembly; do not use the firestopping assembly in other configurations except as specifically stated in the test report or as approved by the authority having jurisdiction. A. Installation Meeting: Prior to start of work, conduct a meeting to verify that the installation instructions and procedures required are understood by installers. 1. The following shall attend this meeting: a. General Contractor. b. Installers of firestopping. c. Firestopping manufacturers' representatives. d. Representative of authority having jurisdiction. B. Prepare penetrations in accordance with the material manufacturer's instructions. A. Install firestopping materials in exact accordance with manufacturer's instructions and the conditions of the testing; provide all accessory materials required. B. Remove combustible forming materials, unless they area required component of the tested assembly. 3.4 PERMANENT IDENTIFICATION OF PENETRATIONS A. Near fire barriers, mark each exposed penetration with label identifying it as a fire - stopped assembly. B. Mark each fire barrier above lay -in ceilings with words identifying it as a fire barrier at intervals required by authorities having jurisdiction, but not less than 20 feet. A. Inspect completed installations for completeness and correct installation. 1. If installed work is to be covered in completed work, inspect prior to covering. 2. Submit report of inspection to the Architect. 07840 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.6 CLEANING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07840 FIRESTOPPING A. Clean up excess material adjacent to penetrations promptly; use methods and materials approved by the manufacturers of the penetration seals and of surfaces to be cleaned. Z 3.7 PROTECTION ,i— W A. Protect installed work during curing period. 6 Ce = JU O 0 B. Protect installed work from damage from construction operations using N p substantial barriers if necessary. N W J I =- C. Repair damaged materials in accordance with manufacturer's instructions. W • } O END OF SECTION = W Z 1 Hn Z F- W VO O N O I— LU = U H � — O W Z co F= � O 24944.13 07840 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07900 JOINT SEALERS A. Section Includes: Provide joint sealers and backing materials for sealing of interior and exterior joints in construction. 1. "Sealant ", "Joint Sealer ", "Calk ", "Caulk ", "Calking ", and "Caulking" are interchangeable terms for purposes of this contract. Refer to "Sealant Schedule" in Part 2 of this section for uses for each type of sealant material. B. Requirements of other sections for sealant materials and application take precedence over this section. C. Related Sections: 1. Cast -in -place concrete: Division 3. 2. Sealants used in conjunction with firestopping: Elsewhere in Division 7. 3. Acoustical sealant in gypsum wallboard construction: Division 9. 1.2 SUBMITTALS A. Samples: Submit samples of each color and type of sealant proposed for use on the Work. B. Product Data: Submit copies of tests and other product data verifying conformance with specified performance characteristics. Include preparation, recommended back -up material and other pertinent items as required. C. Certifications: 1. Substrate compatibility: Applicator shall submit written certification that each sealant proposed for use has been field tested for compatibility and adhesion with materials and joint design to which application is required. 2. Date of manufacture: For sealants without date information on label. See Article "Delivery Storage and Handling," below. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Experienced in the installation of bulk sealants of the types required, and able to show similar installations in watertight condition. B. Compatibility Testing: Obtain representative samples of exterior materials which will be in contact with sealants. Have sealant manufacturer test proposed sealants for adhesion and discoloration of sealant or substrate materials. C. Job Mock -Up: Prior to proceeding with sealing work, prime and seal representative joints of each type encountered on the Work as selected by Architect; demonstrate adhesion and other performance characteristics and obtain approval before proceeding. 1.4 DELIVERY, HANDLING & STORAGE A. General: Deliver materials to the building in sealed containers bearing manufacturer's name, batch number or date of manufacture, and manufacturer's standard label information. B. Shelf Life: 24944.13 07900 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1. Discard or remove from site, outdated sealants as indicated by shelf life from date of manufacture. Shelf life shall be as published in the sealant product data, or where not published, as follows: a. Single component sealants: 12 months. b. Multi- component sealants: 24 months. 2. Use of sealant in packages which are not labeled with date of manufacture or "use before" date: Not permitted unless manufacturer furnishes certificates correlating batch number with date of manufacture. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07900 JOINT SEALERS C. Backer rods and accessory materials: Keep backing rods dry and away from dirt and other contaminants at all times. 1.5 PROJECT CONDITIONS A. Environmental Conditions: Performance of joint sealing work is subject to the following environmental conditions. B. Temperature: Do no work when the temperature is 40 -deg. F. or below. C. Moisture: Do no work when moisture is present or when surfaces to be sealed are wet. 1.6 WARRANTY A. Warranty: Furnish 2 -year warranty for materials and labor required to repair and replace faulty sealants. This warranty shall include any adhesive or cohesive failure of joints, staining of surfaces adjacent to joints by sealant or primer, and chalking or visible color change on surface of the cured sealant. PART 2 - PRODUCTS 2.1 EXTERIOR SEALANTS A. Type "A" Sealant: Low modulus silicone, non -sag; meeting the requirements of ASTM C920, Type M, Grade NS, Class 25. Minimum movement capability of plus and minus 50 percent. One of the following or approved: 1. Tremco "Spectreml ". 2. General Electric "Silpruf ". 3. Dow Corning "790 ". B. Optional Type "A" Sealant: Silyl- terminated polyether; Sonneborne "Sonolastic 150 ". C. Type "A -1" Sealant: Non - silicone, long -life, exterior elastomeric sealant, compatible with waterproofing and roofing systems and sheet metal flashing. One of the following or approved: 1. Silyl- terminated polyether; Sonneborne "Sonolastic 150 ". 2. One -part polycarbonate; Pro -Seal Products, Pro -Seal 34. D. Type "B" Sealant: Two part, self - .leveling, polyurethane sealant; meeting the requirements of ASTM C920, Grade P, Type M, Class 25. Minimum Shore A hardness: 40, plus or minus 5. One of the following or approved. 1. Sonneborn "Sonolastic SL2" 2. Tremco "THC 900" 3. Sika "Sikaflex -2c SL" 4. Mameco International "Vulkem 255" 24944.13 07900 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07900 JOINT SEALERS E. Type "B" Sealant: One part, self - leveling, polyurethane sealant; meeting the requirements of ASTM C920, Grade P, Type S, Class 25. Minimum Shore A hardness: 35, plus or minus 5. One of the following or approved. 1. Sonneborn "Sonolastic SL1" 2. Mameco International "Vulkem 45" F. Color: Match color of adjacent material occurring in same plane. Where joints occur adjacent to two or more material colors in same plane, match color of lighter adjacent material, unless otherwise directed. 2.2 INTERIOR SEALANTS A. Type "B -1" Sealant: Two - component flexible epoxy joint sealant. Minimum movement capability: plus and minus 12.5 percent. Minimum Shore A hardness: 60. One of the following or approved. 1. Sika Corp. "Sikadur 51 SL" 2.. Euclid Chemical Co. "Euco 700" 3. Pecora Corporation "EP -800 Epoxy Joint Filler" B. Type "C" Sealant: Acrylic latex sealant complying with requirements of ASTM C834. One of the following or approved. 1. Tremco " Tremco Acrylic Latex Caulk" 2. Pecora Chemical Corporation "AC -20 Acrylic Latex" 3. Sonneborn "Sonolac" C. Type "D" Sealant: Mildew resistant silicone sealant complying with requirements of FS TT -S -1543, Class B. One of the following or approved. 1. Dow Corning "786 Mildew Resistant Silicone" 2. General Electric "Sanitary 1700 Silicone Sealant" 2.3 NONCURING SEALANT (Type "E ") A. Tape or mastic (gun - grade) non - curing, non - hardening, synthetic rubber sealer, recommended for use by manufacturer for concealed metal -to- metal joints subject to movement or vibration. B. Tape Sealant: Solvent -free, butyl -based tape sealant with a solids content of 100 percent; meeting the requirements of AAMA 804.1 -85 (as described in AAMA 800). Packaged in rolls with release paper backing. Acceptable products include: 1. Tremco "440 Tape ". 2. Pecora "Extru- Seal ". 3. PTI "606 Architectural Sealant Tape" C. Mastic Sealant: Provide one of the following as of related sections; 1. Polyisobutylene; nonhardening, nonskinning, nonmigrating sealant. Acceptable products a. Tremco "Curtainwall Sealant" b. PTI "404 Bed and Seal Sealant" 2. Single component, non -sag, polycarbonate se a. Pro -Seal Products "Pro -Seal 34 ". 2.4 SEALANT ACCESSORY MATERIALS A. Joint Filler ("Backer" or "Backer Rod "): Closed cell, non- absorptive, polyethylene foam or polyethylene- jacketed polyurethane foam. 1. Joint filler tensile strength: 20 -30 psi and as recommended for compatibility with sealant by sealant manufacturer. 2. Joint filler shape: Round. 24944.13 07900 - 3 required by the work nondrying, include: alant. CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07900 JOINT SEALERS 3. Joint filler sizes: As recommended by the sealant manufacturer, with diameter never less than 30t greater than width of joint to give "hour glass" shape to the sealant. B. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by the sealant manufacturer. Provide self - adhesive tape wherever applicable. C. Joint Primer or Conditioner: Where required by the type of sealant and the materials to which the sealant is to be applied, shall be of a type as recommended by the sealant manufacturer for particular surface. 2.5 SEALANT SCHEDULE A. General: The various types of sealants shall be used in the following locations: 1. Type "A ": Exterior vertical joints, (all joints not subject to foot or vehicle traffic), between precast concrete and masonry, or metal, stone and concrete. 2. Type "A -1 ": Termination seals at reglets, roof accessories, and the like involving waterproofing or roofing; not generally exposed to public view. 3. Type "B ": Exterior and interior horizontal joints (joints subject to foot or vehicle traffic) in concrete, masonry, stone, tile, etc. except joints in interior concrete slabs. 4. Type "B -1 ": Interior horizontal joints in concrete slabs (both exposed and those to be concealed by floor finish material). 5. Type "C ": Interior vertical joints, except in wet areas as described below. 6. Type "D ": Interior vertical and horizontal joints in wet areas such as toilet and shower areas. Joints in interior ceramic work. 7. Type "E ": Exterior sheet metal flashings and copings, and elsewhere indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Inspect surfaces for satisfactory and proper condition to receive sealant; application of sealant materials constitutes acceptance of joint surfaces as suitable to receive sealant. 3.2 PREPARATION A. Clean joint surfaces free from dirt, dust and other contaminants affecting bond of the sealant material. B. Apply sealants to dry surfaces only. C. Remove lacquers and protective films from metal surfaces. D. Apply masking around joints to protect adjacent surfaces from defacement and staining during sealing operations. Remove masking tape within 10 minutes after joint has been filled and tooled. 24944.13 07900 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.3 INSTALLATION A. General: Mix and apply sealant materials in strict accordance with manufacturer's instructions; apply sealant before weatherproofing materials are applied. Z 1. Do not apply sealant until mockup applications are approved. 2. Comply with requirements of ASTM C 1193 except where exceeded by .- manufacturer's instructions or requirements of this specification. Q B. Priming: Apply primer to contact surfaces as recommended by sealant U manufacturer for the conditions of the application; if recommended, N apply full strength, undiluted in uniform coating over surfaces. Care W W shall be exercised to ensure that only interior of joint surfaces are J Z p rimed. F- N jj., WO C. Joint Filler: Install in butt type joints receiving sealant where 2 }} depth of joint exceeds manufacturer's recommendations. g J 1. Use a blunt rounded tool or plain faced roller for installation. Q 2. Force joint filler into joint. (OD 3. Do not puncture the surface skin when installing closed cell material. Avoid longitudinal stretching of the rod during F W installation. Z H 4. Install to width -to -depth ratio recommended by the sealant H O manufacturer. Where manufacturer does not make specific Z (- recommendation install backer to 50 percent of the joint width but 2 Ill D not less than 1/4 -inch, below the surface of the joint. U p D. Bond Breaker Tape: Where depth of joint is not sufficient to require 0 F- joint filler, install bond breaker tape to cover full width and length W of joint cavity. In all cases, sealant shall bond to only two opposing 2 0 surfaces of the joint. F" — O E. Joint Width: Provide joint width as shown, or if not indicated, lilt provide minimum 3/8" joint width. U N 1= _ F. Application: 0 I- 1. Before applying sealant, repair damaged masking. 2. Apply sealant over backing to uniform thickness in continuous beads, filling joints and voids solid. Superficial pointing with skim bead will not be accepted. 3. After application, tool surface to achieve complete adhesion and contact; leave surface of sealant slightly concave. Tooling shall be completed in one continuous stroke. 3.4 CLEANING 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 07900 JOINT SEALERS A. Clean -Up: Upon completion, remove and dispose of masking materials; remove excess sealing materials; clean adjacent surfaces of all soil and stain resulting from sealing operations. 1. Obtain and comply with recommended cleaning materials and methods of manufacturer of surface requiring cleaning. END OF SECTION 07900 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z PART 1 - GENERAL 1.1 SUMMARY MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08110 STEEL DOORS AND FRAMES A. Section Includes: 1. Steel doors. 2. Steel door frames. 3. Sidelight frames 4. Relite (borrowed - light) frames. 5. Fire -rated door and frame assemblies. B. Related Sections: 1. Division 8 Section "Door Hardware" for door hardware and weather stripping. 2. Division 8 Section "Glazing" for glass. 3. Division 9 Section "Painting" for field painting factory - primed doors and frames. 1.2 DEFINITIONS A. Steel Sheet Thicknesses: Thickness dimensions, including those referenced in ANSI A250.8, are minimums as defined in referenced ASTM standards for both uncoated steel sheet and the uncoated base metal of metallic- coated steel sheets. 1.3 SUBMITTALS A. Product Data: For each type of door and frame indicated, include door designation, type, level and model, material description, core description, construction details, label compliance, sound and fire - resistance ratings, and finishes. B. Compliance Requirements: 1. Submit fire test data showing compliance with UBC Std. 7 -2, including supplemental "S "label requirements along with shop drawings for door and frames. 2. Include copy of installation instructions from door manufacturer for each component gasket system to be used. Instructions must specifically name the door manufacturer or door manufacturer and frame manufacturer as applicable. 3. Submittals without compliance information and instructions for gasket systems will not be reviewed. C. Shop Drawings: Show the following: 1. Elevations of each door design. 2. Details of doors including vertical and horizontal edge details. 3. Frame details for each frame type including dimensioned profiles. 4. Details and locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of anchorages, accessories, joints, and connections. 7. Coordination of glazing frames and stops with glass and glazing requirements. D. Door Schedule: Use same reference designations indicated on Drawings in preparing schedule for doors and frames. 24944.13 08110 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.4 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08110 STEEL DOORS AND FRAMES A. Steel Door and Frame Standard: Comply with ANSI A 250.8, unless more stringent requirements are indicated. B. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire- test - response characteristics per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. C. Labels: 1. Approved .label or listing mark permanently affixed to door in compliance with NFPA 80. 2. Door Identification Label to include, fire - protection rating under positive pressure, minimum latchbolt throw, maximum temperature rise (first 30 minutes), name of manufacturer and identification of testing and inspection agency. 3. Include Supplemental "S" label on 20 -, 45- and 90- minute doors where scheduled. 4. Temperature Rise: Provide 450 degree F Temperature rise labels for doors into exit stairs, exit passageways and horizontal exits. D. Hardware: Coordinate products and applications to fire tests meeting UBC 7 -2, including component gasket system for "S" label. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard- wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory- finished doors and frames. B. Inspect doors and frames on delivery for damage, and notify shipper and supplier if damage is found. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect. Remove and replace damaged items that cannot be repaired as directed. C. Store doors and frames at building site under cover. Place units on minimum 4- inch -high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If door packaging becomes wet, remove cartons immediately. Provide minimum 1/4 -inch spaces between stacked doors to permit air circulation. PART 2 - PRODUCTS 2.1 MATERIALS A. Hot- Rolled Steel Sheets: ASTM A 569/A 569M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. B. Cold- Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS), or ASTM A 620/A 620M, Drawing Steel (DS), Type B; stretcher - leveled standard of flatness. C. Metallic- Coated Steel Sheets: ASTM A 653/A 653M, Commercial Steel (CS), Type B, with an A40 zinc- iron -alloy (galvannealed) coating; stretcher - leveled standard of flatness. 24944.13 08110 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 DOORS A.' General: Provide doors of sizes, thicknesses, and designs indicated. B. Interior and Exterior Doors: Provide doors complying with requirements indicated below by referencing ANSI 250.8 for level and model and ANSI A250.4 for physical- endurance level: 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless) . 2. Exterior doors: Thermal assembly. C. Vision Lite Systems: Manufacturer's standard kits consisting of glass lite moldings to accommodate glass thickness and size of vision lite indicated. 2.3 FRAMES A. General: Provide steel frames for doors, transoms, sidelights, borrowed lights, and other openings that comply with ANSI A250.8 and with details indicated for type and profile. Conceal fastenings, unless otherwise indicated. B. Interior Frames: sheet. C. Exterior Frames: steel sheet. 2.4 FABRICATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08110 STEEL DOORS AND FRAMES Fabricate from 0.053 -inch -thick cold - rolled steel Fabricate from 0.067- inch -thick metallic- coated D. Door Silencers: Except on weather - stripped or smoke - gasketed frames, fabricate stops to receive three silencers on strike jambs of single - door frames and two silencers on heads of double -door frames. E. Supports and Anchors: Fabricated from not less than 0.042- inch - thick, metallic - coated steel sheet. 1. Wall Anchors in Masonry Construction: 0.177- inch - diameter, steel wire complying with ASTM A 510 may be used in place of steel sheet. F. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where zinc - coated items are to be built into exterior walls, comply with ASTM A 153/A 153M, Class C or D as applicable. A. General: Fabricate steel door and frame units to comply with ANSI A250.8 and to be rigid, neat in appearance, and free from defects including warp and buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. B. Exterior Door and Frame Construction: 1. For exterior locations and elsewhere as indicated, fabricate doors and frames from metallic- coated steel sheet. Close top and bottom edges of doors flush as an integral part of door construction or by addition of 0.053 - inch - thick, metallic - coated steel channels with channel webs placed even with top and bottom edges. 2. Thermal -Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors fabricated as thermal- insulating door and frame assemblies and tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies. 24944.13 08110 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.5 FINISHES 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08110 STEEL DOORS AND FRAMES a. Provide thermal -rated assemblies with U -value of 0.24 Btu /sq. ft. x h x deg F or better. C. Core Construction: Manufacturer's standard core construction that produces a door complying with SDI standards. D. Clearances for Non -Fire -Rated Doors: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch between pairs of doors. Not more than 3/4 inch at bottom. E. Clearances for Fire -Rated Doors: As required by NFPA 80. F. Door -Edge Profile: Beveled edge, 1/8 inch in 2 inches. G. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames." H. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot - rolled steel sheet. I. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. J. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements in ANSI A250.6 and ANSI A115 Series specifications for door and frame preparation for hardware. K. Frame Construction: Fabricate frames to shape shown. 1. Interior: a. Gypsum Board Partitions: Knock -down, drywall slip -on frames. b. Other construction: Knock -down frames with mitered or coped corners. 2. Exterior: Fabricate frames with mitered or coped and continuously welded corners and seamless face joints. 3. Provide welded frames with temporary spreader bars. L. Reinforce doors and frames to receive surface - applied ha Drilling and tapping for surface - applied hardware may be Project site. 08110 - 4 rdware. done at M. Locate hardware as indicated on Shop Drawings or, if not according to ANSI A250.8. N. Glazing Stops: Manufacturer's standard, formed from 0.032- inch - thick steel sheet. 1. Provide nonremovable stops on outside of exterior doors and on secure side of interior doors. 2. Provide screw - applied, removable, glazing stops on inside. indicated, O. Astragals: As required by NFPA 80 to provide fire ratings indicated. A. Prime Finish: Manufacturer's standard, factory - applied coat of rust - inhibiting primer complying with ANSI A250.10 for acceptance criteria. CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08110 STEEL DOORS AND FRAMES A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions in SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for drywall frames and frames located in existing walls or partitions, place frames before construction of enclosing walls and ceilings. 2. In masonry construction, provide at least three wall anchors per jamb; install adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T- shaped anchors. 3. In metal -stud partitions, provide at least three wall anchors per jamb; install adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Attach wall anchors to studs with screws. 4. Install fire -rated frames according to NFPA 80. 5. For openings 90 inches or more in height, install an additional anchor at hinge and strike jambs. C. Door Installation: Comply with ANSI A250.8. Fit hollow -metal doors accurately in frames, within clearances specified in ANSI A250.8. Shim as necessary to comply with SDI 122 and ANSI /DHI A115.1G. 1. Fire -Rated Doors: Install within clearances specified in NFPA 80. 2. Smoke - Control Doors: Install to comply with NFPA 105. 3.2 ADJUSTING AND CLEANING A. Prime -Coat Touchup: Immediately after installation, sand smooth any rusted or damaged areas of prime coat and apply touch up of compatible air - drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. 24944 .13 END OF SECTION 08110 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z Q W 0O O 0 ILI J 1-- WO g Q z F- Z � F- O z !- ui U D O N 0 Ww . Z W = O ~ Z PART 1 - GENERAL 1.1 SUMMARY Z A. Section Includes: 1. Door frame to receive glazed aluminum framing specified in Section H Z 08920. Or Ili a. Engineering design required. 6 2. Pivots and locking hardware. U O a. Engineering design required. co p 3. Weatherstripping. co W J F�- B. Related Sections: ( u. 1. 08710 - Finish Hardware W O 2. 08800 - Glazing 2 3. 08920 - Glazed Aluminum Systems g 1.2 SYSTEM DESCRIPTION u) d A. Provide fully functional door system capable of withstanding F- al environmental design conditions specified in Section 01119. ZI- 1. Mechanical and structural design required for door framework and 1-0 pivot system. Profiles shown on drawings are "estimated" and have Z LLJ not been engineered. 2 D U� O- 0H A. Product Data: W 1. Manufacturer's catalog cuts. Indicate operational H U characteristics, weatherproofing features, electrical g characteristics, and physical dimensions. U. 2. Manufacturer's installation instructions. .jj U B. Shop Drawings: I H 1. Complete fabrication drawings for door system. 1.3 SUBMITTALS 2. Show details of pivots and door hardware. Z 1.4 CONTRACT CLOSEOUT SUBMITTALS A. Door Pivots and Hardware: 1. Complete and detailed operations and maintenance data for each component, including diagrams and part numbers for ordering spare or repair parts. B. Warranty: As specified. 1.5 QUALITY ASSURANCE A. Door Installers: 1. Not less than 3 years of experience in the installation and service of door systems by same manufacturer. Authorized by manufacturer to install and service door systems. 2. Not more than 2 hours' travel time from installer's place of business to project site. B. Door Operator Manufacturers: Not less than 5 years of successful experience in the fabrication of operators of the type required for the project. 1.6 WARRANTY 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08347 OVERSIZE .PIVOTING GLAZED DOOR 08347 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08347 OVERSIZE PIVOTING GLAZED DOOR A. Warranties shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the contract documents. B. Door Operator: 2 -year warranty on materials (excluding repair or replacement labor). 1.7 MAINTENANCE A. Door Operator, Track, and Guide System: Provide a 2 -year service contract beginning with date of acceptance of operator and covering complete and regular periodic maintenance as well as any necessary repairs or replacement. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Pivoted Door Systems. 1. Electric Power Door, Inc. 2. Door -Man Manufacturing Co. a. Product: DRS -4700 Series Pivoting Glazed Door Wall 2.2 DOOR PIVOTS AND HARDWARE A. General: 1. Manufacturer's standard design project. 2. Select pivot and hardware size manufacturer's published data, type, weight, and construction conditions and specified requir B. Pivots: Corrosion - resisting, sized through full range of swing without rollers. 2.3 DOORS and construction, suitable for and features according to taking into consideration size, of door, as well as project ements. and fabricated to support door additional support such as C. Stop: Resilient bumper with steel supports; locate to prevent door from overswinging or hitting other building components. 1. Provide one (or one set) for each door. D. Locking Hardware: Door leaves shall have both integral floor locking and magnetic systems for security locking of the door wall and usage of this system will also permit the placement of the door wall to be locked in various positions. A. Steel: 1. Plates, bars, angles, channels, and H- sections: ASTM A 36 or ASTM A 572. 2. Tube: ASTM A 513. B. Steel Sheet: ASTM A 653, with G120 galvanized coating. C. Welding: Per AWS D1.1 and D1.3. 1. Grind and dress exposed welds flush with adjacent surface. 2. Fillet welds: Grind off high spots, clean, and dress with epoxy body filler (e.g. "Bondo ") for smooth flush transition. a. Exposed "stitch" welding not permitted. 24944.13 08347 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.3 DEMONSTRATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08347 OVERSIZE PIVOTING GLAZED DOOR D. Fasteners: Stainless steel or hot -dip galvanized steel. 1. Countersunk or concealed fasteners only. No projecting fasteners or heads (nuts or hex heads) permitted. E. Weather stripping shall be provided at the top, bottom, and meeting stiles. Weather seals shall be attached with no screws and be slide on brush type. F. Finishing: As specified in Section 05030 - Metal Shop Finish. PART 3 - EXECUTION 3.1 DOOR SYSTEM INSTALLATION A. Install door operators in accordance with manufacturer's instructions. B. Adjust for smooth, trouble -free operation. 3.2 ADJUSTING A. Doors and Gate Operators: After repeated operation of completed installation equivalent to 3 days' use by normal traffic, readjust doors and gate operators and controls for optimum operating condition and safety. Lubricate operating equipment and clean exposed surfaces. A. Instruct the Owner's personnel in proper operation and maintenance of door system. 24944.13 END OF SECTION 08347 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 WORK INCLUDED MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE A. Provide all items of finish hardware for the project as shown on the drawings or included herein, including appropriate fasteners and miscellaneous materials as required to complete the work of the section and provide a proper installation. B. Except as noted herein, Hardware items listed elsewhere in this specification shall not be a requirement of this division. 1.2 RELATED WORK A. The following Sections may contain requirements that relate to this section: 1. Section 06200 "Finish Carpentry" 2. Section 08110 "Standard Steel Doors and Frames" 3. Section 08210 "Wood Doors" 4. Section 08410 "Aluminum Entrances" 5. Division 16000 "Electrical" B. Where listed below, Cylinders will be furnished under this section for material provided under other Sections, none on this phase. 1.3 SUBMITTALS: Submit the following in accordance with the Conditions of the Contract and Division 1 Specification sections. A. Finish Hardware Schedule: 1. At the earliest possible date after receipt of purchase order submit six (6) copies of the completely detailed hardware schedule. List hardware schedule for each door opening separately, using a vertical format per the sample hardware set below. Provide three (3) copies of catalog cuts for each item proposed for use on this project. Provide physical samples when requested by the architect. 24944.13/BHS Door 101 HW1 One single door 101 corridor 100 from classroom 101 LHR 90 deg 3'0 x 7'0 x 1X" W x HM 3 ea Butts BB179 US26D 4% x 4% 1 ea Lockset ML2051 CSA 630 SA114 M17 1 ea Closer DC2200 689 M54 M72 M74 1 ea Kickplate K0050 10 x 34 630 1 ea Wall stop 1270CVCP 626 3 ea Silencers 4279 08710 - 1 MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE 2. Promptly incorporate any corrections and changes in the reviewed submittal and return copies, quantity as required, of the revised schedule to the contractor for his use and distribution. 3. Acceptance of the hardware schedule does not relieve the supplier of responsibility for errors or omissions. B. Templates: Upon receipt of reviewed schedule supply templates or physical hardware to fabricator of factory prepared doors, frames, and other work affected. Upon request, check the associated shop drawings to confirm that adequate provisions are made for proper installations. C. Special Tools: The contractor is to provide to the owner two sets of any special tools shipped with the finish hardware products required for maintenance and installation. Deliver to owner at completion of work. D. Operations and Maintenance Data: Submit required sets of maintenance manuals per Division 1, which shall include as -built Hardware Schedule, catalog cuts, template lists with templates and warranty information. One additional copy shall either be delivered with the Permanent keys or given separately to the maintenance department at the completion of the construction period. This copy shall contain parts data for exit devices, locksets & closers, and catalog cuts of all electrical products, including manufacturer's name. E. Keying Schedule: After receipt of the approved finish hardware schedule, the finish hardware supplier shall be responsible to arrange a meeting with the Architect and /or the Owner to determine the keying requirements for the project. This request shall be made through the contractor. At this meeting the keying system shall be discussed and all lockset functions reviewed to insure they are functionally correct. At the same meeting the electrical operations and conditions affecting the access controls and other electronic operators and controls shall be reviewed and confirmed. Four complete copies of the keying schedule and explanations of the operation of the electronic hardware shall be submitted to the contractor for distribution to the appropriate parties. This document should contain riser diagrams and point to point wiring diagrams to facilitate the correct installation of the material. 1.4 QUALITY ASSURANCE A. Supplier Qualifications: 24944.13/BHS 1. A recognized distributor who has been furnishing hardware in the same area as the project for a period of not less than 5 years and has successfully completed projects similar in type and scope. The distributors' organization shall employ qualified Architectural Hardware Consultants and licensed locksmiths who are available at all reasonable times during the course of construction to meet with 08710 - 2 MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE the owner, architect or contractor for hardware or keying consultation. 2. The Hardware supplier shall be a factory authorized distributor of the material provided and shall maintain a stock and parts inventory of all standard items supplied on the project for future service to the owner. B. Fire rated Openings: Provide listed door hardware at fire rated openings that complies with NFPA 80 and the requirements of the authority having jurisdiction. C. Substitutions: To assure a uniformly high quality of materials for the project it is intended that only specified items be furnished. Materials listed match the current building standards. 1.5 REFERENCE STANDARDS A. ANSI /NFPA - NO. 80 FIRE DOORS AND WINDOWS, 1996 B. ANSI /NFPA - NO. 101 LIFE SAFETY CODE 1994 C. UL - BUILDING MATERIALS LIST D. Department of Justice Public Law 101 -336 - Americans with Disabilities Act. E. ANSI /BHMA REFERENCE STANDARDS 156.xx ANSI 156.1 Butts and Hinges ANSI 156.2 Bored Locks and Latches ANSI 156.3 Exit Devices ANSI 156.4 Door Controls - Closers ANSI 156.5 Auxiliary Locks and Associated Products ANSI 156.6 Architectural Door Trim ANSI 156.7 Template Hinge Dimensions ANSI 156.8 Door Controls - Overhead Holders ANSI 156.13 Mortise Locks and Latches ANSI 156.14 Sliding and Folding Door Hardware ANSI 156.15 Closer Holder Release Devices ANSI 156.16 Auxiliary Hardware ANSI 156.17 Self Closing Hinges and Pivots ANSI 156.18 Materials and Finishes 1.6 DELIVERY, STORAGE, AND HANDLING A. Tag each item or package to clearly identify the item and its intended location. Package in containers clearly marked with hardware set number. 24944.13/BHS 08710 - 3 SECTION 08710 - FINISH HARDWARE B. Inventory hardware jointly with contractor and hardware supplier's representative until both parties are satisfied that the count is correct. A dry, locked storage space shall be provided for the checking, sorting and storage of the hardware. 1.7 WARRANTY The finish hardware shall carry a limited warranty against defects in workmanship and operation for a period of one year from date of substantial completion. Door closers shall have a 10 year limited warranty. Electrical components will be covered under the manufactures standard warranty. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Provide products listed in the Hardware Schedule in sufficient quantities to complete the job requirements. 2.2 HARDWARE FINISH 24944.13/BHS 1. Butts & Hinges: 2. Mortise Locks: 3. Cylinders: 4. Exit Devices: MUSEUM OF FLIGHT LOBBY EXPANSION Specified - Stanley Specified - Corbin Russwin Specified - Corbin Russwin Specified - Corbin Russwin 5. Manual Flush Bolts: Specified - Ives 6. Floor Closers /pivots: Specified - Rixson 7. Flat goods & trim: Specified - Trimco 8. Thresholds & Gasket: Specified - Pemko 9. Door Position Switches: Specified: - Detex 10. Magnetic Holders: Specified - Rixson 11. Key Switches: Specified: - Locknetics No substitutions - match existing building B. Any Item occurring in the Hardware Schedule but not listed in this section shall be furnished as shown in the schedule unless otherwise approved by the Architect per Division 1, Section 01630. 08710 - 4 2.3 BUTTS 2.5 KEYING 24944.13/BHS SECTION 08710 - FINISH HARDWARE Except as noted otherwise in the schedule, finishes of hardware materials are as follows: MUSEUM OF FLIGHT LOBBY EXPANSION BUTTS - Exterior: US26D/626. Interior: US26D/652 LOCKSETS - 630 EXIT DEVICES - 626 CLOSERS - 689 PUSH & PULLS - 630 KICKPLATES - 630 THRESHOLDS - Aluminum MISC ITEMS - 626 or as listed The designations used for the hardware finishes are those listed in ANSI /BHMA A156.18, "Materials and Finishes". A. Type: as scheduled B. Size: 3'0" wide and under - 4-1/2" x 4-1/2". 3'1" wide and over - 5" x 4-1/2". Provide wide throw hinges where required due to trim applications or other conditions. C. Quantity: 3 each up to and including 90" in height. Add 1 additional hinge for every additional 30" or fraction thereof. Dutch doors will have a minimum 2 pair of hinges. For unusual size or weight doors, furnish type, size, and quantity recommended by manufacturer. D. All exterior outswinging locked doors to have non- removable pins (NRP set screw in barrel). 2.4 LOCKSETS A. Design: match existing B. Backset: 2 X" C. Locksets and latchsets shall be furnished with strikes having an sufficient strike lip to protect trim. (Note: X" latch bolts require X" minimum clearance for trim: otherwise extended lip strikes must be furnished.) All lock sets to have curved lip strikes. E. Type: Mortise locksets: All Mortise locksets and latchsets shall be the product of one manufacturer. locksets and latchsets shall be Grade 1, heavy duty, and U.L. listed for use on fire doors. Deadbolt function shall be 1" projection. Functions as indicated in the hardware groups. 08710 - 5 MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE A. All keyed cylinders shall be subject to the existing Museum of Flight grand masterkey system. Establish new MK's as required. B. Furnish all keyed cylinders with construction, the hardware supplier, of the owner, replace each core permanent change keys shall, at that C. All cylinder items shall be furnished with visual key control with key code stamped on the face of the keys and marked on the back or side of the cylinders. EX: AA1, AA2, etc. D. Key Quantities construction cores. if desired, shall in with the permanent time, be given to the 1. Keys shall be furnished in quantities as follows: Following the presence core. The owner. 3 each change keys per keyed alike group 2. Coordination of all tenant keying is to be maintained by the finish hardware supplier throughout the entire project. 2.6 EXIT DEVICES A. Provide as specified in hardware groups. B. Provide trim with through - bolted mounting. Where levers are specified provide in a design to match the locksets. 2.7 PUSHES & PULLS, KICK PLATES Provide as specified in hardware groups. 2.8 MANUAL FLUSH BOLTS Provide as specified in hardware groups. 2.9 AUTOMATIC FLUSH BOLTS & COORDINATORS Provide as specified in hardware groups. 2.10 DOOR CLOSERS, SURFACE A. Furnish drop plates or other mounting plates where required. Provide closer of proper size and mounting style for each opening. B. Furnish sex nuts and bolts for all doors. C. Provide as specified in hardware groups. 2.11 OVERHEAD STOPS A. Provide proper size overhead stop for door width. 24944.13/BHS 08710 - 6 2.14 GASKET AND THRESHOLD SECTION 08710 - FINISH HARDWARE B All surface overhead stops shall be through - bolted with sex nuts and bolts. 2.12 PROTECTION PLATES MUSEUM OF FLIGHT LOBBY EXPANSION Size: all plates shall be 2" less than door width on push side except pairs of doors shall be I" less than door width where the application permits. All plates shall be I" less than door width on pull side except where metal door edges are used. When any plates are used in conjunction with vertical rod exit devices, modify width as necessary. Kickplates, Mop plates and Armor plates shall have heights as specified in the hardware groups. A. Types as specified in hardware groups. B. Provide material of proper size and configuration for the specified Opening. PART 3 - EXECUTION 3.1 HARDWARE INSTALLATION A. Installation shall be by installation of commercial accordance with the approved Metal and 08210, Wood Doors. B. 24944.13/BHS skilled craftsmen experienced in the builders hardware, and shall be in shop drawings of sections 08110, Hollow Manufacturer's standard locations shall apply except as otherwise directed by the architect or as required to meet applicable code requirements. Where cutting and fitting are required to install hardware onto or into surfaces that are later to be finished, coordinate removal, storage and reinstallation with the finishing work specified in Division 9 sections. Do not install surface mounted items until finishes have been completed on the substrates involved. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. C. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. D. Set thresholds for exterior doors in full bed of butyl - rubber or polyisobutylene mastic sealant complying with requirements specified in Division 7 Section "Joint Sealers" E. Weatherstripping and Seals: Comply with manufacturer's instructions and recommendations to the extent installation requirements are not otherwise indicated. 08710 - 7 MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE 3.2 INSTALLATION OF ELECTRONIC PRODUCTS: A. All wire, junction boxes, conduit and the like shall be furnished and installed by the division 16 contractor. Conduit and /or raceways shall be located as directed by the Architect. The hardware supplier shall furnish complete door elevation and point to point wiring diagrams to the division 16 contractor, which shall include the number and size of required conductors and back boxes. Installation of and connections to automatic door operator and related components specified in this section shall be performed by Western Entrance Technology; contact Steve Wilson at 360- 863 -9382. 3.3 ADJUSTING, CLEANING AND DEMONSTRATING: A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. Where hardware is installed more than one month prior to the acceptance or occupancy of a space or area, the installer is to return to the installation during the week prior to the acceptance or occupancy and make a final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for the final operation of the heating and cooling systems. Clean any adjacent surfaces soiled by hardware operation. B. Approximately six months after acceptance of hardware in each area, the 24944.13/BHS installer shall return to the project and make any necessary adjustments to the hardware to restore proper operational function of door and hardware. Consult with and instruct Owner's personnel in any Recommended additions or maintenance procedures. Replace hardware items that have deteriorated or failed due to faulty design or installation. Prepare a written report of current or predictable problems (of a substantial nature) in the hardware performance. If there is a hardware problem the installer cannot resolve, the finish hardware supplier and a representative of the manufacturer of the product concerned shall be contacted. At a mutually convenient time the installer, the hardware supplier and the manufacturer's representative shall meet at the jobsite to review and try to resolve the problem. This meeting shall be at no charge to the owner or contractor unless the problem is determined to be the result of faulty installation. 08710 - 8 3.4 Hardware Schedule A. Refer to door schedule and related information concerning the following hardware groups. Quantities indicated in any instance are for supplier convenience only and are not guaranteed. NOTE: electrical items are indicated by / / * *// for coordination with electrical contractor. example: 1 ea Magnetic holder FM998 / / * *// B. Hardware Groups 24944.13/BHS MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE HW1 3 ea Butts BB179 US26D 4 1/2 x 4 1/2 1 ea Lockset ML2057 CSA 626 SA114 M17 LC 1 ea Cylinder 1000 - 118- A01 -6 -XX 626 1 ea Overhead stop 10 -346 630 3 ea Silencers 64 08710 - 9 24944.13/BHS MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE (1211 STOP AT DOOR 15) HW2 Z 3 ea Butts BB179 US26D 4 1/2 x 4 1/2 W 1 ea Lockset ML2057 CSA 626 SA114 M17 LC QQ D 1 ea Cylinder 1000 - 118- A01 -6 -XX 626 U Q 1 ea Closer DC2210 689 M54 CO p 1 ea Floor stop 1211 626 (OW UJ 1 ea Gasket S88D -17 F W O J u. <C HW4 N d z w 1 ea Pivot 147 US26D Z H 2 ea Intermediate Pivot M19 626 1-.0 1 ea Automatic operator 3100 / / * *// Z H 1 ea Exit device ED7200 P757 626 S08 M50 W048 ? Q 1 ea Cylinder 3080 - 178 -6 -XX 626 U CI 1 ea Overhead stop 6 -346 630 N 1 ea Threshold 276A 48" SS /MS & ES CIF- Ill 2 ea Push button 221195 / / * *// _ 0 3 ea Keyswitch 653 -04 L2 / / * *// LL F 1 ea Cylinder 1080- 114 -A02 626 Z 1 ea Door position switch MS2049F / / * *// V V) H H 0 Weatherstrip by door mfg. HW5 1 ea Floor closer 27105 NHO LFP CC US26D 2 ea Intermediate Pivot M19 626 1 ea Exit device ED7200 626 SO8 M50 W048 1 ea Overhead stop 6 -346 630 1 ea Threshold Type 13 276A SS /MS & ES 1 ea Door position switch MS2049F Weatherstrip by door mfg. HW6 6 ea Butts BB179 US26D 4 1/2 x 4 1/2 1 ea Lockset ML2057 CSA 626 SA114 M17 LC 1 ea Cylinder 1000 - 118- A01 -6 -XX 626 2 ea Flush bolts 458B26D 12" 08710 - 10 Z 24944.13/BHS MUSEUM OF FLIGHT LOBBY EXPANSION SECTION 08710 - FINISH HARDWARE 1 ea Dustproof strike 80 US26D 1 ea Overhead stop 10 -346 630 1 ea Wall stop 1270CVCP 626 4 ea Silencers 64 (2 10 -346 @ DOOR 13) 08710 - 11 NUMBER WIDTH HEIGHT LABEL* TYPE HDW ELEC REMARKS FRAME HEAD JAMB SILL FINISH DR1 3' -0" 7' -0" HM 1 DR2 3' -0" 7' -0" 60 MIN HM 2 DR3 3' -2" 8' -O" HM /CW 5 Y 3/A30 31/A81 19/A82 SIM 33/A80 DR4 3' -11 1/2" 8' -0" CW 4 Y POWER ASSIST 3/A30 27/A80 35/A80 33/A80 DR5 3' -11 1/2" 8' -0" CW 5 Y 3/A30 27/A80 35/A80 33/A80 DR6 3' -11 1/2" 8' -0" CW 5 Y • 3/A30 27/A80 35/A80 :i DR7 3' -11 1/2" 8' -0" CW 5 Y - 3/A30 27/A80 35/A80 :0 DR8 3' -11 1/2" 8' -0" CW 5 Y 3/A30 27/A80 35/A80 33/A80 DR9 3' -11 1/2" 8' -0" CW 5 Y 3/A30 27/A80 35/A80 33/A80 DR1O 3' -11 1/2" 8' -0" CW 5 Y 7/A30 SIM 27/A80 SIM 35/A80 SIM 33/A80 DR11 3' -2" 8' -0" CW 5 Y 9/A30 SIM 27/A80 SIM 35/A80 SIM 33/A80 DR12 4' -0" 7' -0" HM 6 ALT 118 - PAIR DR13 5' -0" 6' -8" HM 6 ALT 418 - DUTCH PAIR DR14 NOT USED DR15 3' -0" 7' -0" HM 1 * LABEL NOTES SEE SPEC SEC 08110 FOR TEMPERATURE RISE REQUIREMENTS "Y" INDICATES YES ELECTRICAL CONNECTION REQUIRED "HM" INDICATES HOLLOW METAL DOOR/FRAME "CW" INDICATES DOOR /FRAME PART OF CURTAINWALL SYSTEM MUSEUM OF FLIGHT LOBBY EXPANSION Section 08710 FINISH HARDWARE DOOR AND FRAME SCHEDULE - LOBBY ADDITION 06 - 12 CONSTRUCTION ' 'MENTS April , 2003 Z W aU U O UO — J _ F. WO g -J lL d = a w Z F- F- 1-- O Z F— Lu U 0 05 0 h- ill uj 7C 0 w U = O~ Z PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Insulating glass. 2. Glazing sealants. 3. Glazing accessories. B. Types of work in this section include work for: 1. Exterior glazing installed in aluminum framing (Section 08920). 1.2 PERFORMANCE REQUIREMENTS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08800 GLAZING A. Exterior Glazing: Provide glazing assemblies which will withstand normal conditions without failure, loss of weathertightness, or deterioration. 1. Design to accommodate thermal movement resulting from environmental conditions specified in Section 01119. B. Deterioration includes: 1. For insulating glass: a. Moisture or dirt between panes. b. Development of condensation between panes. c. Damage to internal coating, if any. d. Development of other visible indication of seal failure. 2. For coated glass: Development of visible defects in coating. 1.3 SUBMITTALS A. Samples of Glass: 12- inch - square samples, of: 1. Insulating units. 2. Coated glass. B. Insulating Unit Warranty. 1.4 QUALITY ASSURANCE A. Safety Glazing Materials Certification: Mark products with label of: 1. Safety Glazing Certification Council (SGCC). 2. Other agency acceptable to governing authorities. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect products in accordance with manufacturer's recommendations; specifically, avoid damage to glass edges; prevent damage due to temperature changes, sunlight, and moisture. 1.6 PROJECT CONDITIONS A. Environmental Conditions: Do not install glazing when either air or substrate temperature exceeds the range recommended by manufacturer or when substrate is wet, damp, or covered with snow, ice, or frost. B. Install bulk sealants only at air and substrate temperatures above 40 degrees F. 1.7 WARRANTY A. Submit a written warranty guaranteeing to correct failures in glazing 24944.13 08800 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 which occur within the period indicated after substantial completion, without reducing or otherwise limiting any other rights to correction which the owner may have under the contract documents. 1. Warranty on insulating glass: 5 years. PART 2 - PRODUCTS 2.1 MANUFACTURERS 2.2 GLASS TYPES MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08800 GLAZING A. Glass Manufacturers - General: 1. Obtain materials from only one manufacturer or fabricator for each type; obtain tinted primary glass (if any) used for each type from only one manufacturer. 2. Where product names are indicated, comparable products of other manufacturers will be considered for substitution. A. Glass Types - General: Provide glass types fabricated of the glass products indicated. 1. Select products to comply with performance requirements indicated, in accordance with manufacturer's recommendations. 2. Fabricate glass with bite and edge clearance dimensions, including tolerances, as recommended by manufacturer and FGMA "Glazing Manual." 3. Where safety glazing is required by governing authorities, provide Category II products which comply with test requirements of 16 CFR Part 1201 and ANSI Z97.1. B. GL -1: Sealed insulating units. 1. Application: Typical for W -10. 2. Product: "Solarscreen 2000 VE1 -2M "; Viracon. 3. Total thickness: 1 inch, nominal. 4. Exterior pane: Low - emissivity coated glass. a. Annealed float glass (untreated). b. Color: Clear. c. Coating on #2 surface. 5. Interior pane: Transparent float glass. a. Annealed float glass (untreated). b. Color: Clear. 6. Perforamance: a. Shading coefficient: 0.43. b. Winter U- value: 0.25. c. Summer U- value: 0.28. C. GL -1T: Same as GL -2 except both lites fully tempered safety glass. 1. Application: W -10, where required by code (impact). 2.3 BASIC GLASS PRODUCTS A. Sealed Insulating Glass Units: Factory - assembled multiple panes of float glass, separated by and sealed to spacers forming air - tight, dehydrated air space(s). 1. ASTM E 774, Class B. 2. Spacer seals: Dual seal; silicone outer seal. 3. Spacer corner construction: Manufacturer's standard. 4. Drying agent: Manufacturer's standard. B. Float Glass: 1. For general glazing: Quality q3. 24944.13 08800 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Low -E Coating: Vacuum deposition metal coating; transparent to visible light. 2.4 INSTALLATION MATERIALS A. Installation Materials - General: Select products which have appropriate performance characteristics as recommended by glass and glazing materials manufacturers and which are compatible with all materials with which they will come into contact. B. Glazing Blocks: Neoprene, EPDM, or silicone. 1. Setting blocks: 80 to 90 Shore A hardness. 2. Spacers: As required to provide face and edge clearances recommended by FGMA "Glazing Manual." C. Backer Rods: Flexible, nonabsorbent, compressible polyurethane foam, either open -cell or non - gassing closed -cell, unless otherwise restricted by sealant manufacturer; preformed to appropriate size and shape. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates for conditions relating to glass installation. B. Do not begin work until conditions unfavorable to successful completion have been corrected. 3.2 PREPARATION A. Clean surfaces to receive glass just before installation of glass. 3.3 INSTALLATION - GENERAL A. Comply with recommendations for installation contained in the FGMA "Glazing Manual" and "Sealant Manual" except when specifically not recommended or prohibited by the glass or glazing material manufacturer; comply with manufacturer's recommendations. B. Protect glass from edge damage during handling and installation. C, Do not install glass that has edge damage or defects that reduce glass strength or performance or diminish appearance. D. Install glass so that visual characteristics, such as pattern, bow, and roll wave distortion, are uniform. 3.4 GLAZING IN FRAMES A. Permanently adhere setting and edge blocks to frame. B. Do not block weep holes. C. Sealants: 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08800 GLAZING 2. Annealed: ASTM C 1036, Type I. 3. Fully tempered: ASTM C 1048, Kind FT, Type I. a. Tong marks are permitted if they will be concealed in glazing channel. 08800 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08800 GLAZING 1. Remove applied coatings from surfaces, unless such coatings have been tested to show acceptable adhesion and compatibility. 2. Use continuous spacers. a. Exception: For lights of less than 100 united inches, non - continuous spacers may be used, with backer rods to form proper sealant shape. 3. Use primer where required for proper adhesion as determined by sealant - substrate testing. 4. Tool sealant, eliminating air pockets, with a definite slope away from glass. D. Compression Gaskets: Secure gaskets so they will not work out under normal movement. 1. Install so they fit tightly at corners, allowing for stretch during installation. 2. Do not use joints in gaskets, except at corners. 3. Miter -cut corners and seal joint with sealant. 4. Install gaskets so they protrude slightly past face of framing. 3.5 PROTECTION AND CLEANING A. Do not apply tape or labels to glass; remove temporary labels. B. Protect glass during subsequent construction operations; remove dirt, contaminants, staining agents and other deposits promptly using manufacturer's recommended procedures. 1. Clean off excess sealants as work progresses using methods which will not damage glass. C. Replace glass that is damaged. 24944.13 END OF SECTION 08800 - .4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 SYSTEM DESCRIPTION 1.3 PERFORMANCE REQUIREMENTS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08920 GLAZED ALUMINUM SYSTEMS A. Section Includes: 1. Glazed aluminum wall systems. 2. Glazing sealants and adhesives. 3. Extruded and sheet accessory pieces, including: a. Border and filler pieces. b. Copings, cleats and trim. 4. Flashings. B. Related Sections: 1. Section 01119: Cladding Design Criteria. a. Includes requirements for field testing at adjacent system interfaces. 2. Building sealants: Section 07900. 3. Glass and glazing accessories: Section 08800. 4. Entry Canopy: Section 07416. 5. Oversize Exterior Pivot Door: Section 08342. 6. Interior storefront (gift shop): Section 08411. A. Summary: 1. W -10: Pressure bar glazed. B. Design, fabrication, and installation shall be the responsibility of a single entity, either the framing system manufacturer or the installer. C. Provide a complete exterior enclosure system, complying with the performance requirements specified; include the following: 1. Aluminum framing system. 2. Concealed structural members inside framing: a. If /as required to reinforce system to withstand windload. b. To support entry canopy. 3. Glass and glazing. 4. Glazing sealants. 5. Extruded and sheet accessory pieces, including: a. Sills. b. Trim. c. Border and filler pieces. d. Copings. e. Cleats. 6. Flashings. 7. Anchors, fasteners, shims, and inserts as required to attach to structure. A. Design the system for loads, structure movement parameters, and environmental conditions specified in Section 01119. B. Structural Performance: 1. Design system to withstand all live and dead loads with the following maximum deflections: a. Perpendicular to wall: Not greater than 1/175 of the span, measured for individual members and system as a whole. 08920 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08920 GLAZED ALUMINUM SYSTEMS b. In plane of wall: Not greater than that which would reduce glass edge clearance to 25 percent of design clearance or 1/8 inch (whichever is larger) and not greater than that which would reduce glass bite to 75 percent of design bite. 2. Design system to withstand 150 percent of design wind load with no Z failure and no permanent deformation greater than 0.2 percent of span. W C. Water Penetration: Design system to drain water and condensation to 6 5 exterior; design for no uncontrolled water penetration on interior U O face at 15 psf pressure differential. 0 1. System design: Design so that horizontal members do not drain into vertical members. Provide zone dammed system. H D. Air Infiltration: Not more than 0.04 cfm per square foot of fixed . 0 W O area measured at 12 psf. 1.4 SUBMITTALS g A. Identification of and Qualifications of Responsible Entity: To the = ('1 Architect, for information only. H W B. Mock -up Testing Reports. I- O Z I- C. Weatherseal sealant preconstruction testing reports. L D. Shop Drawings: Show elevations, dimensions, shapes of members, 0 N details of composite members, details of interface with other building 0 l- c on structi on , reinforcement, expansion provisions, method and location W - of attachment to structural system, and glazing materials and methods. 3 :0 1. If this product differs from that shown on the contract documents, H U..1 identify all differences. O 2. Include calculations showing design of structural anchors. Z 3. Include calculations of structural reactions at points of 0 N attachment to the structural system. _ 4. Shop drawings shall have the seal of the design engineer and a Z ~ written statement by that engineer that the system conforms to the structural performance requirements specified. E. Samples: Submit 12- inch -long sections of extrusions and formed sections and 6- inch - square sheets. 1. For each type and color of finish, submit at least 2 pieces for each color showing full range of color variation. F. Warranty. Submit specimen warranty for review. 1.5 QUALITY ASSURANCE A. Engineering Design: Structural engineering shall be performed by a professional engineer licensed in the State of Washington and employed by the system manufacturer. B. Preinstallation Meeting: Before starting work, have all affected installers meet at the project site to review installation procedures, schedules, and coordination of the work with other related work; require the attendance of: 1. Framing system manufacturer's technical representative. 2. Framing system fabricator, if any. 3. Framing system installers. 4. Glazing installers. 24944.13 08920 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08920 GLAZED ALUMINUM SYSTEMS 1.6 PROJECT CONDITIONS A. Take field measurements as required for correct fit. B. Furnish inserts for anchorage to structure in time for setting in concrete; provide coordination drawings showing locations required. C. Provide protection and cleaning instructions and procedures to installers of related work. 1.7 WARRANTY A. Submit a written warranty guaranteeing to correct failures in the work which occur within5 years after substantial completion, without reducing or otherwise limiting any other rights to correction which the Owner may have under the contract documents. 1. Include in written warranty a detailed description of all components covered under "System Description" in this section. 2. Warranty to be signed by manufacturer, installer, and Contractor. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Glazed Aluminum Curtain Wall and Window Systems: 1. Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Arcadia, Inc. b. Vistawall Architectural Products. c. Substitutions: In accordance with Division 1. 2.2 GLAZED ALUMINUM WINDOW WALL SYSTEMS A. Aluminum Framing System: 1. Framing members: Extruded aluminum. a. Includes framing, stops, pressure bars, and covers. 2. Glazing method: Applied pressure plate with compression gaskets inside and outside. 3. Finish: Mica -flake fluoropolymer specified in Section 05031. 4. Basis of design products: a. Arcadia T -500 Series (OPG- 3000). b. Vistawall CW 250. B. Glass: Provide products specified in Section 08800. C. Sheet Accessories and Trim: Fabricate from minimum 0.060 aluminum sheet. 1. Exposed surfaces: Match finish of extrusions (fluoropolymer). 2.3 MATERIALS - GENERAL A. Aluminum Members: ASTM B 221 for extrusions, ASTM B 209 for sheet /plate; alloy and temper recommended by manufacturer for the strength required, for corrosion resistance, and for the finish required. B. Fasteners: Compatible with aluminum; aluminum, nonmagnetic stainless steel, or other noncorrosive, noncorrodible material. 1. Provide reinforcement where fasteners are screwed into aluminum members of less than 1/8 inch thickness. 24944.13 08920 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 08920 GLAZED ALUMINUM SYSTEMS 2. Exposed fasteners not permitted. C. Slip -Joint Accessories: Pads, sheets, shims, or washers to maintain free movement. D. Concealed Flashing: Fully annealed, soft stainless steel, 26 gage minimum or extruded aluminum, 0.032 inch minimum. E. Miscellaneous Concealed Metal Members: High - strength aluminum or nonmagnetic stainless steel; steel hot -dip galvanized in accordance with ASTM A 123 may be used for members which are not exposed to weather or abrasion; galvanized members located in internal drainage channels shall be completely coated with dissimilar metal coating. F. Concrete Inserts: Cast iron, malleable iron, or steel hot -dip galvanized in accordance with ASTM A 123. G. Dissimilar Metal Coating: Cold- applied asphalt mastic, or other nonconductive, nonabsorptive material. H. Joint Sealers: Use only nonhardening, nonshrinking, and nonmigrating materials. 1. For nonworking metal -to -metal joints within framing members, use small joint sealant, conforming to AAMA 803.3, as described in AAMA 800. 2. Weatherseal sealant: Medium - modulus, neutral curing silicone sealant compatible with insulating glass unit sealers, and as specified in Division 7. I. Glazing Gaskets: Comply with ASTM C 864; neoprene, EPDM, silicone, or thermoplastic polyolefin rubber ( "Santoprene "); style as recommended by curtain wall manufacturer. J. Glazing Blocks, Spacers, and Accessories: As specified in Section 08800. 2.4 FABRICATION A. Any dimensions which may vary are indicated on drawings, with amount of dimensional variation allowed. B. Fabrication - General: 1. Perform all finishing before shipping to project site. 2. When it is necessary to begin fabrication without actual field measurements, provide adequate fabrication and installation tolerances for correct fit. 3. Fit joints tightly with adjacent members in correct relationship. 4. Avoid damage to finishes. C. Welding: Perform welding before finishing; use methods which do not discolor metal; grind exposed welds flush; match original finish. D. Reinforcing: Provide as required to comply with performance requirements and for rigidity; isolate dissimilar metals as specified in "Installation." PART 3 - EXECUTION 3.1 EXAMINATION A. Examine structures; report conditions in writing which will adversely affect installation. 24944.13 08920 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 B. Do not commence work until structure and other substrates are satisfactory. 3.2 INSTALLATION MUSEUM OF FLIGH'T - LOBBY ADDITION SEATTLE, WA SECTION 08920 GLAZED ALUMINUM SYSTEMS A. Use only workers experienced in installation of this type of work. B. Install in accordance with manufacturer's recommendations and instructions. 1. Take care to protect finishes. 2. Install work in accordance with approved shop drawings. C. ' Set framing in correct location, plumb and level, within the following tolerances under both no -load and full -load conditions: 1. Variation from plane or location: Do not exceed 1/8 inch in 12 feet or 1/2 inch in any length. 2. Variation in alignment of adjoining members: Do not exceed 1/16 -inch offset. D. Support properly and securely anchor; where anchors are intended to allow movement, adjust for proper operation. E. Separate aluminum exposed to weather from dissimilar metals; coat dissimilar metals that are in drainage cavities, using one of the materials specified. Aluminum, stainless steel, zinc, cadmium, and small areas of white bronze are not considered dissimilar from each other. F. Coat all metals that come into contact with masonry, concrete, and treated wood, using one of the materials specified. G. Galvanized Members: Clean and touch up welds, bolted connections, and damaged galvanizing in accordance with ASTM A 780, using galvanizing repair paint. H. Remove and replace installed work that does not match approved mock -up. 3.3 CLEANING A. Clean exterior and interior soon after installation of glass, taking care to avoid damage to finishes. B. Clean glass surfaces as specified elsewhere. 3.4 PROTECTION A. Protect and maintain protection of completed work in a manner acceptable to fabricator and installer in order to ensure that work is undamaged at time of substantial completion. 24944.13 END OF SECTION 08920 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS A. Section Includes: 1. Metal studs for partition framing. 2. Stiffeners and furring channels. 3. Suspension system (typical) for gypsum board ceilings and soffits. Contractor's option of the following: a. Direct hung. b. Conventional system: steel runner channels and "hat" shaped furring channels. 4. Wall furring. 5. Backing plates (blocking) for attaching wall hung items.. Required locations include: a. As shown. b. For wall bumpers (door stops). c. Behind wall- mounted casework. d. For brackets to receive handrails, rub rails, and the like. B. Related Sections: 1. 05400 - Cold Formed Metal Framing (framing of exterior walls). 2. 07840 - Firestopping of penetrations and head of wall. 3. 08110 - Steel Doors and Frames. 4. 09250 - Gypsum Wallboard. 5. 09265 - Gypsum Shaftwall Systems. 6. 09510 - Acoustical Ceilings. A. Product Data: Submit a complete list of materials and accessories to be used in the work, including descriptive data to show compliance with this specification. B. Shop Drawings: Submit shop drawings for: 1. Headers and corner posts. 2. Special types of suspension systems if required due to mechanical ducts, equipment, etc,; show calculations and sizes of all members. 3. Head of wall details for fire rated partitions and acoustical partitions. a. Coordinate fire rated partition system with Firestopping specified in Section 07840. C. Hanger Attachment: 1. Submit proposed method for securing hanger wires; method must be capable of carrying not less than 200 pounds allowable load per fastener. 2. Submit layout drawings for pre -set anchorages, except hanger wires, that are to be cast into concrete. 1.3 QUALITY ASSURANCE A. Codes: Comply with requirements of Uniform Building Code. B. Tests: Drilled -in concrete anchors or shot -in anchors and expansion type anchors may be tested by Owner. PART 2 - PRODUCTS 24944.13 09100 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.1 METAL SUPPORT MATERIALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS A. Metal Studs: Fabricate from ASTM A 653 steel sheet having a minimum yield strength of 33,000 psi; roll - formed "C" shaped with prepunched webs for installation of mechanical and electrical items. Minimum properties of studs and depths as indicated on drawings. 1. Minimum thickness: Per drawings, but not less than 0.0359 inch (20 gage) . 2. Runners: Match studs; size for friction fit to studs; type recommended by stud manufacturer for support of studs, and for vertical abutment of drywall work at other work. Provide top track with 2 inch long legs when set into relieving channels. 3. Finish: Provide studs and runners with manufacturer's standard zinc protective coating or roll- formed from galvanized steel; minimum G60 galvanize coating. B. Head Tracks for Structure - Height Partitions: Provide deflection compensating head track system. 1. Fire rated partitions: Coordinate head track configuration with firestopping gap seal system specified in Section 07840. 2. Acceptable products: a. Nested C's. b. "Fire Trak "; Fire Trak Corp. c. "Verti - clip "; The Steel Network. d. "The System "; Metal -Lite, Inc., for all partitions. e. "SLP -TRK "; Sliptrack System, Inc. 3. Unacceptable types include, single deep leg track, designs which require metal flexure such as Superior "Flex Track." C. Resilient Channels: 24 to 26 gage galvanized steel, cap - shaped with attachment to primary framing on one leg; flange for attachment of drywall. D. Direct Hung Suspension System: Chicago Metallic "640 Furring System ", or approved double web suspension system bearing ASTM C 635 Heavy -Duty classification. E. Furring Members: ASTM C 645; minimum 25 gage, hat - shaped. Size 1 -1/4 inch face width by 7/8 inch depth. Provide channels with manufacturer's standard zinc protective coating, or be rolled formed from galvanized steel. F. Carrying Channels: ASTM C 754; main runner channels, 1 -1/2 inches cold rolled, weighing 0.475 pound per foot. Provide channels with manufacturer's standard rust inhibitive prime finish. G. Wire: ASTM A 641, carbon steel wire, galvanized, soft annealed, with Class 1 coating; hanger wire for typical suspension system minimum 12 gage; hanger wire for conventional suspension system minimum 8 gage; wire for tying channels minimum 16 and 18 gage as specified. H. Clips: Provide manufacturer's standard wire type clips for attaching furring channels to main runners in suspended drywall ceilings. I. "Zee" Shaped Furring Channels: Furring channels formed from minimum 20 gage galvanized steel, 1 inch by 2 inches by 1 inch in size, unless otherwise detailed. J. Backing Plates (Blocking): One of the following: 1. 16 gage studs, 4 inches wide unless otherwise indicated. 24944.13 09100 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS 2. Fire retardant lumber: Minimum 2 by 6; routed to accept stud "C" flange. 3. Proprietary blocking system. Acceptable products include: a. "Flush Mount Backing" Metal Lite, Inc. b. "Notch -Tite Backing" Metal Lite, Inc. K. Screws: Products of, or as recommended by stud manufacturer: 1. Studs -to- runners: 3/8 inch Type S Pan Head. 2. Furring channels to studs: 3/8 inch Type S 12 Pan Head. 3. Furring channels and other metal members to structural studs: 3/8 inch TEK type screws. L. Powder Driven Fasteners: Low velocity drive pins; minimum 9/64 diameter shank: 1. For attachment to concrete: Length of pin to provide minimum 1 -1/8 inch penetration in concrete. 2. For attachment to steel: Length of pin minimum 5/8 inch. M. Fasteners for Hanger Wires: Type and size as required to meet minimum load requirements specified; all fasteners ICBO approved. N. All other materials not specifically described but required for a complete installation of metal framing shall be in accordance with the recommendations of the manufacturer of framing materials used. 2.2 RELATED MATERIALS A. Acoustical Sealant Tape: Norton "Norseal Acoustical Sealant V- 738 ", Nashua Corporation "Acoustical Tape ", or approved; tape 1 inch wide by 1/4 inch thick. Provide tape for underside of floor runner tracks where specified. B. Acoustical Sealant: USG "Acoustical Sealant ", Protective Treatments, Inc. "808 Acoustical Sealant ", or approved resilient, non - staining, non - shrinking, non - hardening sealant for interior sealing of concealed construction joints. PART 3 - EXECUTION 3.1 GENERAL A. Erect framing systems in accordance with ASTM C 754, pertinent codes and regulations for rated construction and recommendations of the manufacturer; securely anchor all members in position. B. Accurately lay out all partitions; coordinate the work of this Section with that of other sections for concealed work. C. Independently support partitions, furring and ceiling suspension systems; do not attach ducts, pipes, etc. to supports. Do not support from any electrical, HVAC, plumbing or sprinkler system components. Do not drill or "shoot" into structural members in any manner that would impair its structural integrity. D. Install framing members to preclude direct physical contact with conduits, pipe, and ducts; coordinate with installation of sleeves for mechanical penetrations. 24944.13 09100 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 E. Erect framing in true planes to provide solid backing for finish materials; tolerance limitations are specified under the various finishes unless noted herein. 3.2 PARTITION FRAMING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS A. Construct each partition, including all necessary offsets in framing; adjust location of, and vary size of, studs as required to provide continuous wall planes for their entire extent; vary finish thicknesses if necessary. B. Set structural frames accurately to lines and elevations indicated. Align and adjust various members forming part of complete frame or structure before permanently fastening. Clean bearing surfaces and other surfaces that will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. C. Floor Track: 1. Align floor tracks to the partition layout. Secure tracks to concrete with powder- driven fasteners or concrete stub nails, spaced not to exceed 24 inches on center and within 2 inches on ends. Provide fasteners at all corners and ends of runner tracks; space fasteners a minimum of 3 inches from edge of slab or corner. 2. At partitions which are scheduled to receive acoustical insulation, apply two (2) continuous strips of sealant tape to bottom side of tracks prior to installation; place strips on outside edges. In lieu of sealant tape, two continuous beads of gun grade acoustical sealant may be used. D. Top Runner Track: For partitions which go to structure above, construct framing with deflection compensating top track. Secure relieving channels with powder driven fasteners, spaced not to exceed 24 inches on center; do not fasten closer than 24 inches to corners and intersections. 1. Special Conditions: a. Partitions parallel to steel beams; beam location precludes construction of partition to underside of floor, attach 14 gage "zee" channel to beam using powder driven fasteners or "Tek" screws at 24 inches on center. Secure relieving channels to "zee" shaped furring channels with self - tapping screws, spaced not to exceed 24 inches on center. b. Partitions parallel to steel deck flutes - Fire rated partition: Comply with (proprietary component) firestopping manufacturer's listed design. c. Partitions parallel to steel deck flutes - Acoustical (not fire- rated) partition: Close flute above track with 18 gage steel sheet. E. Studs: Set studs vertically in tracks with open side of studs facing in same direction. Align all punch -out holes in studs within a continuous length of wall to receive utilities. Use full length studs between tracks; where partition extends to structure above and separate relieving channels are used, cut studs 1/2 inch short of total height to allow for required movement. 1. Place studs in direct contact with all door and relite frame jambs, abutting partitions, partition corners and existing construction elements. 2. Provide positive attachment to bottom track for studs in all partitions using 3/8 inch self - tapping screws on both stud flanges. 24944.13 09100 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS F. Stud Spacing: As shown on drawings and as follows. 1. Jamb Studs: Provide double studs (back -to -back) at each side of door or other wall openings and at partition ends. Stud gage as follows: a. 20 gage for 25 gage or 22 gage wall studs. b. 18 gage for 20 gage wall studs. c. Same gage as wall studs for 16 gage or heavier studs. G. Secure studs to jamb anchor clips of each door frame and relite frame by using two (2) self- tapping screws or bolts per clip. Over metal door and relite frames, install a horizontal cut to length section of runner track with web flange bend at each end and securely attach to adjacent vertical studs. Install cut -to- length studs over opening headers at standard spacing extending to the top runner. H. Provide rough framing at openings using full length studs adjacent to jambs and horizontal head and sill tracks. 1. Cut horizontal tracks to length, split flanges and bend webs at ends for flange overlays and screw attach to jamb studs. 2. Install cut -to- length intermediate studs between jamb studs at head and sill sections at same spacing as full length studs. I. Provide 1 -1/2 inch cold rolled channel bridging in partitions from 10 feet high to 16 feet high, with one line of bridging at 8 feet. At partitions greater than 16 feet high, provide one line of bridging at 8 feet and additional line spaced mid distance to the top, with 8 feet maximum spacing. 1. Nominal partition height is unbraced height. Finished ceiling both sides of partition constitutes bracing. J. Ceiling- height Partitions: 1. Ceiling discontinuous at partition: Extend studs above ceiling plane as shown; fasten track to supports with diagonal bracing as shown 2. Lay -in ceiling continuous at partition: a. Partition centerline directly below ceiling grid tee: Apply acoustical sealant tape to ceiling tee. Fasten head track to ceiling tee at 24 inches o.c. b. Other condition: Apply acoustical sealant tape to centerline of head track. Fasten head track to each intersecting ceiling tee. Fasten head track to each ceiling tile with toggle bolt approximately midway between tees. 3. Gypsum board ceiling continuous at framing: Fasten through gypsum board to framing. Apply single bead of acoustical sealant or acoustical sealant tape between gypsum board surface and head track. 3.3 DIRECT -HUNG DRYWALL SUSPENSION SYSTEM A. General: Install suspension system to comply with ASTM C 636 and with manufacturer's directions. B. Support: Support suspension system from overhead construction in solid and permanent manner, fully capable of carrying imposed loads. In no case shall deflection exceed 1/360 of any span, including appropriate load carrying capacity for light fixtures and HVAC elements. 24944.13 09100 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS C. Hanger Wires: Locate hangers a maximum of 8 inches from each end and spaced 48 inches on center along each main runner; provide additional hanger wires at all four corners of light fixtures and at midspan of cross tees along the sides of light fixtures. Do not hang wires more than 1 in 6 out of plumb, unless countersloping wires are provided. 1. Secure hanger wires by looping and wire - tying, either directly to structure or to inserts, eye- screws, or other approved devices which are secure and appropriate for substrate. Install fasteners for securing hanger wires to structure in accordance with manufacturer's recommendations. Secure wires to runners by one loop and three tight twists in 1 -1/2 inches. Splices not permitted. 2. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structure or ceiling suspension system. Splay hangers only where required to miss obstructions and off -set resulting horizontal force by bracing, countersplaying or other equally effective means. D. Provide trapeze or other supplementary support members at obstructions to maintain hanger spacing. Provide minimum trapeze suspensions of back -to -back 1 -1/4 inch cold - rolled channels for spans exceeding 48 inches. Provide additional hangers, struts or braces as required at ceiling breaks or discontinuous areas. E. When weight of components supported on main runners or cross tees causes total dead load to exceed deflection capability, provide additional hangers as recommended by suspension system manufacturer. Do not apply system loads that may result in rotation of runners or tees. F. Main runners shall be interconnected by cross tees, spaced not to exceed 16 inches on center; install additional cross tees 8 inches from each end of each gypsum wallboard panel. At recessed light fixtures, install specified 15/16 inch wide cross tee on all four (4) sides for light fixture support. G. Wall Track: Install wall track wherever suspension system meet vertical surfaces. Cut suspension system components to fit into the wall track. Attach to wall track at 16 inches on center maximum, and within 3 inches of ends. Install track level with suspension system and within tolerances specified for suspension system. 3.4 CONVENTIONAL DRYWALL SUSPENSION SYSTEM A. General: Install conventional drywall suspension system in accordance with ASTM C 754, and as specified herein. B. Hanger Wires: Space not to exceed 4 feet on center in the direction of the main runner channels, and within 6 inches of ends of runner channels. Attach hanger wires to structure in such a manner as to support total load of ceiling assembly, and to develop full strength of hangers. Adjust wires to bring ceiling level and to the true plane required. Where required, install fasteners for securing hanger wires in accordance with manufacturer's recommendations. C. Main Runners: Install 1 -1/2 inch main runner channels at 4 feet on center, and within 6 inches of parallel walls and partitions. Position channels for proper ceiling height and level. Twist hanger wires three times around themselves. Provide 1 inch clearance between ends of runner channels and abutting walls and partitions. At channel 24944.13 09100 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.5 WALL FURRING splices, overlap ends 12 inches (with flanges of channels interlocked) and secure each end with double loops of 16 gage tie wire. D. Furring Channels: Install "hat" shaped furring channels at right angles to main runners, spaced not to exceed 16 inches on center, and within 6 inches of parallel walls. Provide 1 inch clearance between furring channel ends and abutting walls and partitions. Secure furring channels to main runners with clips, screws, or be saddle -tied to support with double- strand 18 gage tie wire or single strand 16 gage tie wire. At splices, overlap ends 8 inches (with flanges of channels interlocked) and secure end with double loops of 16 gage tie wire. E. Suspension Under Ducts: For hangers spaced from 4 feet to 5 feet 6 inches (maximum) centers, use No. 6 gage galvanized wire, with 2 inch runner channels spaced at 4 feet on center. For greater spans, design system for live load of 10 pounds per square foot of area, plus dead load. Obtain specified approval of such suspension assemblies before installation. F. Miscellaneous: At light troffers or openings that interrupt main furring channels, install additional cross reinforcing to restore lateral stability of grillage. A. General: Attach metal "hat" shaped furring channels either vertically or horizontally, spaced not to exceed 16 inches on center. Attach with hammer set or power driven fasteners or concrete stub nails staggered 24 inches on center on opposite flanges. 1. Nest channels 8 inches at splices and anchor with 2 fasteners in each wing. 2. For furring positioned horizontally, attach a furring member not more than 4 inches from both the floor and ceiling lines. 3. Where a furring channel is installed directly to exterior walls, install asphalt felt protection strip between furring channel and wall. 4. Shim furring channels as required to provide a plumb finished wallboard face. 3.6 WALL BACKING PLATES MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS A. Provide as required or directed. In general, backing plates shall be required for support of wall -hung cabinets, equipment, handrails, toilet accessories, door stops, shelving, etc. B. Backing Plates (Blocking): shall be not less than 16 gage galvanized metal studs, 4 inches wide unless otherwise indicated. Fasten flush to studs with two #8 - 1 -1/4 inch flat head self - tapping sheet metal screws at each bearing. For stud spacing greater than 16- inches o.c. provide horizontal stud between bearing studs contact on backing plate. C. Coordinate specific requirements with applicable sub- trades and suppliers to accurately locate and provide for proper alignment of equipment, cabinets, fixtures, accessories, etc. 3.7 TOLERANCES A. Allowable Tolerances: Provide framing fabricated and erected to conform with the following allowable tolerances: 24944.13 09100 - 7 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09100 METAL SUPPORT SYSTEMS 1. Partition Framing: Plumb within 1/8 inch in 12 feet; located within plus or minus 1/4 -inch of required locations. 2. Ceiling Framing: Level within 1/8 -inch in 12 feet with cumulative tolerance not to exceed 1/4 inch, and erected so that deflection of any component does not exceed L/360 of its span after installation of all finish materials and equipment. END OF SECTION 09100 - 8 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 ,PART 1 - GENERAL 1.1 SUMMARY 1.5 PROJECT CONDITIONS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES A. This Section includes the following: 1. Interior gypsum wallboard. B. Related Sections include the following: 1. Section 05400 - Cold- Formed Metal Framing: Lightgage steel framing and sheathing for exterior walls. 2. Section 09100 - Metal Support Systems: Lightgage framing for partitions and ceilings receiving gypsum board. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1.3 QUALITY ASSURANCE A. Fire - Test - Response Characteristics: For gypsum board assemblies with fire - resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Above- Ceiling Observation: Before Contractor installs gypsum board ceilings, Architect will conduct an above - ceiling observation and report deficiencies in the Work observed. Do not proceed with installation of gypsum board to ceiling support framing until deficiencies have been corrected. 1. Notify Architect seven days in advance of date and time when Project, or part of Project, will be ready for above - ceiling observation. 2. Before notifying Architect, complete the following in areas to receive gypsum board ceilings: a. Installation of 80 percent of lighting fixtures, powered for operation. b. Installation, insulation, and leak and pressure testing of water piping systems. 09260 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 2 - PRODUCTS 2.1 INTERIOR GYPSUM WALLBOARD 2.2 TRIM ACCESSORIES 2.3 JOINT TREATMENT MATERIALS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES c. Installation of air -duct systems. d. Installation of air devices. e. Installation of mechanical system control -air tubing. f. Installation of ceiling support framing. A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36, Type X, with long edges: Tapered and featured (rounded or beveled) for prefilling. C. Sag - Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more sag resistance than regular -type gypsum board. 1. Thickness: 1/2 inch . 2. Long Edges: Tapered. 3. Location: Ceiling surfaces. A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum - coated steel sheet, or paper - faced galvanized steel sheet. 2. Shapes: a. Cornerbead: Use at outside corners, unless otherwise indicated. b. L -Bead: L- shaped; exposed long leg receives joint compound; use where gypsum board abuts different material. c. Expansion (Control) Joint: Use where specified. B. Aluminum Trim: Extruded accessories of profiles and dimensions indicated. 1. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 , alloy 6063 -T5. 2. Finish: Corrosion - resistant primer compatible with joint compound and finish materials specified A. General: Comply with ASTM C 475. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. 2. Tile Backer boards: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling:. At open joints, rounded or beveled panel edges, and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting -type taping compound drying -type, all- purpose compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 09260 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3. Fill Coat: For second coat, use drying -type, all- purpose compound. 4. Finish Coat: For third coat, use drying -type, all- purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use drying -type, all- purpose compound. D. Joint Compound for Tile Backer boards: Setting -type product recommended by manufacturer. 2.4 ACOUSTICAL SEALANT A Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 2.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. C. Sound Attenuation Blankets: ASTM C 665, Type T (blankets without membrane facing); fiberglass or mineral fiber (rock wool). 1. Fire- Resistance -Rated Assemblies: Comply with density requirements of assembly. PART 3 - EXECUTION 3.1 EXAMINATION MUSEUM OF FLIGHT - LOBBY ADDITION .SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLYING AND FINISHING PANELS, GENERAL A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA- 216. B. Install sound attenuation blankets before installing gypsum panels, unless blankets are readily installed after panels have been installed on one side. C. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. 24944.13 09260 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES D. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. E. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back - blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. F. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. G. Attach gypsum panels to framing provided at openings and cutouts. H. Form control and expansion joints with space between edges of adjoining gypsum panels. I. Cover both faces of steel stud partition framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area. 2. Fit gypsum panels around ducts, pipes, and conduits. 3. Where partitions intersect open concrete coffers, concrete joists, and other structural members projecting below underside of floor /roof slabs and decks, cut gypsum panels to fit profile. formed by coffers, joists, and other structural members; allow 1/4- to 3/8 -inch- wide joints to install sealant. J. Isolate perimeter of non -load- bearing gypsum board partitions at structural abutments, except floors. Provide 1/4- to 1/2 -inch- wide spaces at these locations, and trim edges with U -bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. K. STC -Rated Assemblies: Seal construction at perimeters, behind control and expansion joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and manufacturer's written recommendations for locating edge trim and closing off sound - flanking paths around or through gypsum board assemblies, including sealing partitions above acoustical ceilings. L. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. 1. Space screws a maximum of 12 inches o.c. for vertical applications. M. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c. 3.3 PANEL APPLICATION METHODS A. Single -Layer Application: 1. On ceilings, apply gypsum panels before wall /partition board application to the greatest extent possible and at right angles to 24944.13 09260 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 framing, unless otherwise indicated. 2. On partitions /walls with ceiling height 12 feet or less, apply gypsum panels vertically (parallel to framing), elsewhere install horizontally (perpendicular to framing), unless otherwise required by fire - resistance -rated assembly, and minimize end joints. B. Multilayer Application on Partitions /Walls: 1. Apply base layer of gypsum board vertically (parallel to framing) with joints of base layers located over stud or furring member. 2. Install face layer of gypsum board as specified above for single - layer application. a. Offset joints in face layer at least one stud or furring member with base -layer joints. C. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. D. Multilayer Fastening Methods: Fasten base layers and face layers separately to supports with screws E. Tile Backer boards: Comply with manufacturer's written installation instructions and install at locations indicated to receive tile. Install with 1/4 -inch gap where panels abut other construction or penetrations. 1. Where tile backer boards abut other types of panels in the same plane, shim surfaces to produce a uniform plane across panel surfaces. 3.4 INSTALLING TRIM ACCESSORIES MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. 3.5 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints, rounded or beveled edges, and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Typical: Level 4 - Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges. 2. Surfaces receiving semi -gloss paint and where indicated: Level 5 - Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges, and trowel apply skim coat of joint compound over entire surface. a. High -build drywall primers are not acceptable in place of skim coat. 24944.13 09260 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09260 GYPSUM BOARD ASSEMBLIES 3. Concealed (e.g. above finished ceiling) or designated unfinished in Finish Schedule: Level 1 - Fire Taping. END OF SECTION 09260 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY 1.3 SUBMITTALS 1.4 DELIVERY, STORAGE, AND HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09310 CERAMIC TILE A. Section Includes: 1. Glazed wall tile (floor tile used on wall). 2. Waterproof membrane. 3. Cementitious tile backer board applied over waterproof membrane. 1.2 SYSTEM DESCRIPTION A. Exterior Wall Tile: Installation system similar to TCA W244. 1. Substrate: Sheathing on steel studs (refer to Section 05400). 2. Self- adhesive sheet waterproofing applied to sheathing. 3. Cementitious backer board attached using screws through waterproofing. 4. Glazed wall tile. 5. Setting mortar: Latex thinset. 6. Grout: Latex modified sanded grout. A. Product Data: For each type of product indicated. B. Samples for Verification: 1. Tile: Full -size units of tile and trim. 2. Assembled samples with grouted joints, at least 12 inches square and mounted on rigid panel. Use grout of type and in color or colors approved for completed work. A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirement in ANSI A137.1 for labeling sealed tile packages. B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Store liquid latexes in unopened containers and protected from freezing. 1.5 PROJECT CONDITIONS A. Environmental Limitations: Comply with mortar and grout manufacturers' recommendations for temperature and humidity conditions for installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 24944.13 09310 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 PRODUCTS, GENERAL MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09310 CERAMIC TILE A. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting and Grouting Materials" Article. B. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials indicated by manufacturer's designations. C. Factory Blending: For tile exhibiting color variations within ranges selected during Sample submittals, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples. D. Mounting: Do not use back- or edge - mounted tile assemblies unless tile manufacturer specifies in writing that this type of mounting is suitable for exterior installation and has a record of successful in- service performance. 2.3 TILE PRODUCTS A. Manufacturers: 1. Daltile; Div. of Dal -Tile International Inc. B. Glazed Wall Tile: Dal-Tile "Designer Colors" Glazed Floor Tile. 1. Nominal Size: 8 by 8 inches. 2. Thickness: 5/16 inch . 3. Trim: Surface bullnose units cut to 8 -inch length from standard 3 by 12 inch bullnose trim. 4. Color: Selectee by Architect from manufacturer's full range of colors. 2.4 MEMBRANE WATERPROOFING A. Sheet Membrane: Self- adhesive, consisting of rubberized asphalt core bonded to 4 -mil -thick polyethylene or polyester film. Packaged in rolls with disposable release paper. 1. Nominal thickness: 0.060 inch (60 mils) minimum. 2. Width: 36 or 48 inches, nominal. 3. Tensile strength (ASTM D 412, modified): 250 psi minimum. 4. Elongation (ASTM D 412, modified): 250 percent minimum. 5. Pliability (ASTM D 146; 1 -inch mandrel, 180 degree bend, minus 25 degrees F): No cracks. 6. Puncture resistance (ASTM E 154): 40 pounds, minimum. 7. Peel resistance: 5 pounds per inch, minimum. B. Primer: Fast- drying, solvent -based rubber material, made by manufacturer of membrane, specifically intended for use with membrane for application to fiberglass -faced sheathing. 1. High solids content, with low volatile organic compound emissions. C. Detailing Mastic: Solvent -based rubberized asphalt or butyl rubber mastic, made by manufacturer of membrane for sealing of edges and penetrations. 24944.13 09310 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09310 CERAMIC TILE D. Manufacturer: Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: 1. W. R. Grace Construction Products. 2. Polyguard Products, Inc. 3. Henry Company (Monsey Bakor). 4. W. R. Meadows, Inc. 5. Carlisle Coatings and Waterproofing. 2.5 CEMENTITIOUS BACKER UNITS A. Provide exterior -use type cementitious backer units complying with ANSI A118.9 in maximum lengths available to minimize end -to -end butt joints. 1. Thickness: 1/2 inch. B. Available Products: 1. Custom Building Products; Wonderboard. 2. National Gypsum Co.; Permabase. 3. USG Corporation; DUROCK Exterior Cement Board. C. Fasteners: Hot -dip galvanized self- drilling screws of type recommended by board manufacturer. 2.6 SETTING AND GROUTING MATERIALS A. Manufacturers: 1. Bostik. 2. Custom Building Products. 3. LATICRETE International Inc. 4. MAPEI Corporation. 5. TEC Specialty Products Inc. B. Latex - Portland Cement Mortar (Thin Set): ANSI A118.4, consisting of the following: 1. Prepackaged dry- mortar mix containing dry, redispersible, ethylene vinyl acetate additive to which only water must be added at Project site. 2. Prepackaged dry- mortar mix combined with acrylic resin liquid - latex additive. a. For wall applications, provide nonsagging mortar that complies with Paragraph F -4.6.1 in addition to the other requirements in ANSI A118.4. C. Polymer- Modified Tile Grout: ANSI A118.7, color as indicated. 1. Polymer Type: Acrylic resin or styrene - butadiene rubber in liquid -latex form for addition to prepackaged dry -grout mix. a. Sanded grout mixture for joints 1/8 inch and wider. 2.7 MIXING MORTARS AND GROUT A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions. B.. Add materials, water, and additives in accurate proportions. C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated. 24944.13 09310 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 3 - EXECUTION 3.1 EXAMINATION 3.2 PREPARATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09310 CERAMIC TILE A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm; dry; clean; free of oil, waxy films, and the like; and within flatness tolerances required by referenced ANSI A108 Series of tile installation standards for installations indicated. 2. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed before installing tile. 3. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect. B. Proceed with installation only after unsatisfactory conditions have been corrected. A. Remove coatings, including curing compounds and other substances that contain soap, wax, oil, or silicone, that are incompatible with tile- setting materials. B. Blending: For tile exhibiting color variations within ranges selected during Sample submittals, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing. 3.3 WATERPROOFING APPLICATION A. Apply one coat of primer at the rate of 200 to 300 square feet per gallon and allow to dry. B. Place and adhere membrane over entire area to receive waterproofing. Lap seams a minimum of 2 -1/2 inches and seal using a hand -held steel roller. C. Slit and flatten fishmouths and blisters. Cover damaged area with patch of membrane material extending a minimum of 6 inches beyond damaged area in all directions. D. Apply detailing mastic at membrane edges and at penetrations. Detailing mastic may be omitted where membrane terminates in a reglet. 3.4 CEMENTITIOUS BACKER UNITS A. Install cementitious backer units and treat joints to comply with ANSI A108..11 and manufacturer's written instructions for type of application indicated. 1. Install with long dimension perpendicular to framing. 24944.13 09310 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.5 TILE INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09310 CERAMIC TILE A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules. B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules. C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built -in items for straight aligned joints. D. Jointing Pattern: Lay tile in grid pattern, align joints of trim units with field tile. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform 1/4 -inch joint widths. E. Expansion Joints: Locate expansion joints and other sealant - filled joints, including control, contraction, and isolation joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. 1. Locate joints 12 to 16 feet on center both ways. 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants." F. Grout tile to comply with requirements ANSI A108.10. tile installation standards. 3.6 CLEANING AND PROTECTING A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 1. Remove grout residue from tile as soon as possible. 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written instructions, but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning. 3. Remove temporary protective coating by method recommended by coating manufacturer that is acceptable to tile and grout manufacturer. 24944.13 END OF SECTION 09310 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Acoustical ceilings. 2. Seismic restraint. 1.2 SUBMITTALS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS B. Related Sections: 1. Division 15 - Mechanical: Heating and ventilating system, and fire suppression system. 2. Division 16 - Electrical: Light fixtures, including furnishing and installation of safety wires for light fixtures. A. Product Data: Submit product data for acoustical ceiling materials, suspension system, and insulation. Data shall show tension and compression force capabilities of main runner splices and cross runner connections. B. Coordination Drawings: Reflected ceiling plans in CAD to scale and coordinating penetrations and ceiling- mounted items. Show the following: 1. Ceiling suspension system members. 2. Method of attaching suspension system hangers to building structure. 3. Ceiling - mounted items including light fixtures; air outlets and inlets; speakers; sprinklers; and special moldings at walls, column penetrations, medical equipment, partitions, and other junctures of acoustical ceilings with adjoining construction. C. Shop Drawings: Submit shop drawings showing location of main runners, perimeter conditions, lighting fixtures, ventilation fixtures, and other items which penetrate the ceiling. 1. Drawings shall list materials, dimensions, method and spacing of vertical and lateral hanger wires, methods of supporting ceiling where ducts or other work interfere, and other pertinent information. 2. Show method of resisting horizontal forces required by the Uniform Building Code for seismic zone 3. D. Design Calculations: Submit structural design calculations indicating compliance with seismic zone 3 if proposed lateral bracing system is other than that specified; calculations prepared and signed by a registered engineer. E. Samples: Submit full size samples of each acoustical board. F. Method of Hanger Wire Attachment: Secure hanger wires through metal deck prior to concrete placement. Submit method for securing hanger wires where pre -set wires have not been installed; proposed method capable of carrying not less than 200 pounds allowable load per fastener. Submit pre -set anchorages, except hanger wires, that are to be cast into slab for approval prior to use. G. Contract Closeout Submittal: Coordinate submittal of extra maintenance materials at time of Project Closeout with requirements of Section 01770; refer to article entitled "Maintenance" in this Section for quantities and other requirements. 09510 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.3 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS A. Standards: Comply with all recommendations of Ceilings and Interior Systems Contractors Association (CISCA) and ASTM C636 -96. B. Codes: Comply with pertinent requirements of the Uniform Building Code, including requirements for Seismic Zone 3 and the City of Seattle. C. Allowable Tolerances: Install suspension system level within 1/8 inch in 12 feet, with cumulative tolerance not to exceed 1/4 inch. Perform leveling with supporting hangers taut; do not kink or bend hangers or bracing wires as a means of leveling. D. Tests: Drilled -in concrete anchors or shot -in anchors and expansion type anchors may be tested by Owner. 1.4 DELIVERY, HANDLING & STORAGE A. Deliver materials to site in original, unopened packages bearing manufacturer's name and label. Store materials in properly protected and dry storage area until ready for use. B. Before installing acoustical ceiling units, store for at least 72 hours to permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. Replace damaged materials with new at no additional cost. 1.5 PROJECT CONDITIONS A. Environmental Conditions: Install acoustical units only when temperature and humidity conditions closely approximate interior conditions to exist when building is occupied. Maintain this condition prior to, during, and after installation. B. Coordinate ceiling system installation with work of other sections as required, including the following: 1. Light fixtures. 2. HVAC equipment. 3. Fire suppression system components. 4. Loudspeakers. 5. Partitions. 6. Ceiling mounted medical equipment. 7. Changes in plane, bulk - heads, furring, and the like. C. Do not install acoustical units until installation area meets the following requirements: 1. All wet work (e.g. plastering, ceramic tile, etc.) is completed and thoroughly dried. 2. Mechanical, electrical, and similar overhead work is completed, tested, and approved. D. Replacement: Remove portions of the completed ceiling to facilitate balancing and adjustment of ventilation and air conditioning systems prior to acceptance of Work. Replace and re -level ceiling materials displaced during adjustment and balancing operations. 24944.13 09510 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 E. Ensure that existing suspended ceiling systems which are to receive new tile as a result of the work conform to the support requirements of this section. Repair or replace damaged runners and cross tees as required, or any other components required for successful completion of work. 1.6 MAINTENANCE PART 2 - PRODUCTS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS A. Extra Materials: After completion of work, deliver to project site at a location designated by Owner, replacement acoustical lay -in panels equal to 5 (five) percent of total area installed under this Contract. Package and clearly label extra materials in manufacturer's original unopened cartons. 2.1 CONCEALED SPLINE ACOUSTICAL TILE CEILING SYSTEM A. Acoustical Tile: 1. Provide one of the following products: a. "Natural Fissured" #552; Armstrong World Industries, Inc. b. Or approved. 2. Size: 12 by 12 inches by 3/4 inch. 3. Pattern: Fine textured. a. Edge profile: K4C4, beveled. 4. NRC: .65 or better per ASTM E1264. 5. CAC: 35 (continuous ceiling) per. ASTM E1264. 6. Light Reflection: LR1 75% minimum per ASTM E1264. 7. Flame Spread: Class 25 when tested per ASTM E1264. 8. Finish: Manufacturer's standard white, non - directional pattern with humidity - resistance. 9. Color: White. B. Grid: Concealed spline with upward access. 1. Armstrong "Prelude Concealed Tee System" or equivalent 2.2 SUSPENSION SYSTEMS - GENERAL A. Suspension System: "Heavy- Duty" structural classification per ASTM C635. 1. Exposed members fabricated from commercial grade cold rolled steel. Required items standard with specified suspension system. 2. Manufactured from with factory punched cross tee slots, hanger holes, and integral bayonet -style end couplings. 3. Provide manufacturer's standard coating and finish for metal components; provide low -gloss white baked -on enamel for exposed to view portions. a. Color: Match Armstrong "White ". B. Hanger Wires: ASTM A641, minimum 12 gage, carbon steel wire, galvanized, soft annealed, with Class 1 coating. C. Tie Wire: Not less than 16 gage galvanized, soft annealed mild steel wire. D. Wires supporting special attachment devices shall be approved to support 5 times the design load. E. Fasteners: ICBO approved; type and size to meet specified load requirements. 24944.13 09510 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL. /2003 F. Deck Inserts and Hanger Clips: Fabricated from hot - dipped galvanized steel. G. Edge Moldings and Trim: Metal of types and profiles indicated or, if not indicated, provide manufacturer's standard molding for edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. For circular ceiling penetrations, provide edge moldings which precisely fit penetration. Finish to match exposed grid suspension system. H. Carrying Channels: 16 gage, 1 -1/2 inch, cold rolled steel. I. Seismic Compression Struts: One of the following: 1. 20 gage metal studs as specified in Section 09260. 2. Thinwall conduit (EMT) per City of Seattle standards. 3. Purpose -build telescoping strut such as USG "Telescoping Seismic Compression Post" or Chicago Metallic "Dyna Strut." PART 3 - EXECUTION 3.1 EXAMINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS A. Verify that existing conditions are ready to receive work, and that layout of hangers will not interfere with other work. Ensure the layout of hangers are located to accommodate fittings and units of equipment which are to be placed after installation of ceiling grid. B. Verify that concealed piping, ducts, and electrical work is completed, tested and inspected, and the proper ceiling height and level established before starting work under this Section. Commencement of work constitutes acceptance of conditions. 3.2 PREPARATION A. Layout: Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders, and comply with reflected ceiling plans wherever possible. Install grid system to grid patterns shown. 3.3 INSTALLATION OF SUSPENSION SYSTEMS A. General: Install suspension system to comply with ASTM C636 -96 and UBC Standard 25 -2, and as specified, unless otherwise required by the City of Seattle. B. Support: Support suspension system from overhead construction in solid and permanent manner, fully capable of carrying imposed loads. In no case shall deflection exceed 1/360 of any span, including appropriate load carrying capacity for acoustical panels, light fixtures and HVAC elements. C. Hanger Wires: Locate hangers a maximum of 8 inches from each end and spaced 48 inches on center along each main runner, unless otherwise indicated. Do not hang wires more than 1 in 6 out of plumb unless countersloping wires are provided. 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structure or ceiling suspension system. Splay hangers only where required to miss obstructions and off -set resulting 24944.13 09510 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS horizontal force by bracing, countersplaying or other equally effective means. 2 Secure hanger wires by looping and wire- tying, either directly to structure or to inserts, eye - screws, or other approved devices which are secure and appropriate for substrate. Install fasteners for securing hanger wires to structure in accordance with manufacturer's recommendations. Provide hanger wires capable of carrying not less than 100 pounds allowable load. Secure wires to runners by one loop and three tight twists in 1 -1/2 inches. Splices not permitted. D. Provide trapeze or other supplementary support members at obstructions to maintain hanger spacing. Provide minimum trapeze suspensions of back -to -back 1 -1/4 inch cold- rolled channels for spans exceeding 48 inches. Provide additional hangers, struts or braces as required at ceiling breaks or discontinuous areas. E. When weight of components supported on main runners or cross tees causes total dead load to exceed deflection capability, provide additional hangers as recommended by suspension system manufacturer. Do not apply system loads that may result in rotation of runners or tees. F. Exposed Grid System: Support main runners directly from hanger wires, spaced not to exceed 48 inches on center. Install cross tees perpendicular and parallel to main runners to form 24 by 24 inch and 24 by 48 inch modules as indicated. G. Moldings: Install edge moldings and trim units at acoustical ceiling borders, at locations indicated, and where required to cover acoustical unit edges. 1. Attach to wall at 16 inches on center maximum, and within 3 inches of ends of each trim piece installed. Install moldings and trim level with suspension system and within tolerances specified for suspension system. 2. Before installing molding, apply acoustical sealant in uniform bead to vertical molding edge which will be concealed after installation. 3. Miter corners and align butt joints carefully to form tight hairline joints. 4. Cope exposed flanges of intersecting suspension members where such members are not attached to molding so that flange face will be flush. H. Seismic Restraint: Install seismic restraint in accordance with UBC 25 -2, and as specified herein, unless otherwise required by the City of Seattle. 1. Where substantiating design calculations are not provided, construct horizontal restraint as shown on the drawings. 2. Fasten compression posts to main runners and extend to and fasten to structural members supporting roof or floor above. 3. Place horizontal restraint points not to exceed 12 feet on center in both directions with first point within 6 feet from each wall. 4. Independently support terminal ends of each cross tee and main runner a maximum of 8 inches from each wall with #12 gage hanger wires. 5. Attach main runners and cross tees to perimeter members at two adjacent wall with 1/2 inch clearance between wall and main runners and cross tees maintained at other two walls. Attach runners to perimeter members with 1/8 inch blind rivets. 24944.13 09510 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09510 ACOUSTICAL CEILINGS 6. At the perimeter of the ceiling area where main or cross runners are not attached, provide interconnection between runners and tees at free end using metal strut to prevent lateral spreading. Where the perpendicular distance from the wall to the first parallel runner is 12 inches or less, this interlock is not required. 3.4 INSTALLATION OF ACOUSTICAL UNITS }- C A. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges - JO into kerfed edges so tile -to -tile joints are closed by double lap of N material. ' 1. Install tiles with pattern running in one direction parallel to J long axis of space. W 2. Fit adjoining tile to form flush, tight joints. Scribe and cut W O tile for accurate fit at borders and around penetrations through y, tile. 3. Hold tile field in compression by inserting leaf -type, spring- . steel spacers between tile and moldings, spaced 12 inches (305 mm) U o.c. = d I-- Ili 3.5 CLEAN -UP Z = A. Upon completion and after balancing of mechanical systems, clean Z soiled materials. Replace ceiling system components which are W discolored or damaged in any way, in a manner which results in the ceiling system showing no evidence of replacement work. U O— ON END OF SECTION W W F- lL O Z Lu O~ 24944.13 09510 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 Z PART 1 - GENERAL 1.1 SUMMARY 1.2 SYSTEM PERFORMANCE REQUIREMENTS 1.3 SUBMITTALS 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09513 METAL PLANK CEILING AND SOFFIT A. Section Includes: 1. Suspended metal plank ceiling system a. Interior ceilings; perforated, acoustical. b. Exterior soffits; non - perforated. 2. Trim and accessories. A. Structural Performance: Design, engineer, fabricate, and install metal ceiling systems to withstand the effects of loads and stresses from wind and thermal movement, without showing permanent deformation of ceiling system components including panels and suspension system; noise or metal fatigue caused by vibration, deflection, and displacement of ceiling units; and permanent damage to fasteners and anchors. 1. Wind Load: 20 lbf per sq. ft. acting upward - exterior soffits only. 2. Seismic restraint: Comply with Uniform Building Code 3. Normal thermal movement is defined as that resulting from the following maximum change in ambient temperature (the range): a. Temperature Change (Range): 100 degrees F. B. Combustibility of Finish Materials: Provide ceiling systems with surface burning characteristics of Class I per UBC when evaluated per ASTM E -84. 1. Note: Paint finishes are not considered significant in determining class of interior finishes. A. Product Data. Include installation methods. B. Test data: For all finish materials, submit actual test data for finish materials (method and numerical ratings) demonstrating product compliance when tested per ASTM E 84. 1. Required for non - metallic components only. C. Coordination drawings for reflected ceiling plans drawn accurately to scale and coordinating penetrations and ceiling - mounted items. Minimum scale 1/4 inch per foot. Show the following: 1. Joint pattern. 2. Ceiling suspension members. 3. Method of attaching hangers to building structure. 4. Ceiling- mounted items including light fixtures, air inlets, speakers, sprinkler heads, ceiling - mounted signage, and access panels. 5. Special moldings at walls, column penetrations, and other junctures with adjoining construction. D. Samples for verification purposes of each type of exposed finish required, prepared on samples of size indicated below and of same thickness and material indicated for final unit of Work. Where finishes involve color and texture variations, include sample sets showing full range of variations expected. 1. 24 -inch square sample panel of typical metal ceiling members. 2. 24 -inch -long samples of each exposed molding. 3. End cap. 09513 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.4 QUALITY ASSURANCE MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09513 METAL PLANK CEILING AND SOFFIT A. Installer Qualifications: Engage an experienced installer who has completed acoustical metal ceilings similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. B. Single- Source Responsibility: Obtain metal ceiling panels and suspension system from one source from a single manufacturer. C. Coordination of Work: Coordinate layout and installation of metal ceiling units and suspension system components with other work supported by, or penetrating through, ceilings, including light fixtures, HVAC equipment, fire - suppression system components (if any), and partition system (if any) . PART 2 - PRODUCTS 2.1 MANUFACTURER A. Armstrong World Industries or approved. 1. Product: "MetalWorks Snap -in." 2.2 METAL CEILING SYSTEMS, GENERAL A. Sheet Metal Characteristics: Form metal panels from sheet metals free from surface blemishes where exposed to view in the finished unit.. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, variations in flatness exceeding those permitted by referenced standards for stretcher- leveled metal sheet, stains, discolorations, or other imperfections. B. Fabrication: Form metal panels into units standard with manufacturer and finished to comply with requirements indicated under "Finishes" article. 2.3 METAL PANELS A. Panels, General: Formed to snap on and be securely retained on carriers without separate fasteners. B. Aluminum Panels: ASTM B 209, manufacturer's standard alloy and temper, roll- formed sheet, complying with the following requirements: 1. Minimum Nominal Thickness: 0.032 inch. 2. Interior Panel Texture: Perforated, smooth. a. Perforations: 1/16 inch diameter holes on 45- degree staggered centers. 3. Exterior Panel Texture: Smooth. 4. Panel finish: Polyester powder coat. 5. Sound absorptive insulation: Pads consisting of 3 mil thick PVC plastic sheet encapsulating 1 -inch thick unfaced mineral -fiber insulation. 2.4 SUSPENSION SYSTEMS, GENERAL A. Standard for Metal Suspension Systems: Provide manufacturer's standard of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. B. Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. 24944.13 09513 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Wire for Carriers, Hangers, and Ties: coating, soft temper. 1. Gage: Provide wire sized so that design load (ASTM C 635, Table 1, yield stress of wire, but provide diameter (12- gage). D. Hanger Rods: Mild steel, zinc coated, or protected with rust- inhibitive paint. E. Edge Moldings and Trim: Metal or extruded plastic of types and profiles indicated or, if not indicated, provide manufacturer's standard molding for edges and penetrations of ceiling that fits with type of edge detail and suspension system indicated. 1. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. F. Carriers as standard with ceiling system manufacturer. 1. Radial carrier formed after painting, ASTM B 209, roll - formed sheet, 0.038 -inch aluminum alloy 3005 -H26. 2. Expansion carriers allowing for irregularities or other unusual space conditions. 3. Carrier splice same metal as indicated for panels. G. Stabilizer Bars: Formed after painting, 0.040 -inch aluminum alloy space as recommended by manufacturer. 2.5 MISCELLANEOUS COMPONENTS AND MATERIALS A. Exposed Trim: Provide exposed members as indicated or required for edges of ceiling, fixture trim, beams, and fascias at changes in ceiling height and other conditions, of metal and finish matching metal ceiling system. B. Access Panels: For access at locations indicated, provide door hinge assembly, retainer clip, and retainer bar. Assembled with ceiling panels and carrier sections into access doors of required size, permitting upward or downward opening. C. Panel Splices: Construction same as ceiling panels, 8 -inch to 12 -inch lengths. D. End Plugs: Construction same as ceiling panels. 1. Finish of Exposed Portion: To match panel. PART 3 - EXECUTION 3.1 PREPARATION A. Measure each ceiling area and establish layout of metal panel units to balance border widths at opposite edges of each ceiling. Avoid using units less than half wide at borders. Comply with reflected ceiling plans. 3.2 INSTALLATION A. Standards for Installation of Ceiling Suspension Systems: Comply with ASTM C 636 and ASTM E 580 as applicable to metal panel ceilings. B. Suspend ceiling hangers from building structural members and as follows: 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09513 METAL .PLANK CEILING AND SOFFIT 09513 - 3 ASTM A 641, Class 1, zinc stress at three times hanger Direct Hung) will be less than not less than 0.106 -inch CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to avoid obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. 3. Secure hangers to structure, including intermediate framing members, by attaching to inserts, eyescrews, or other devices that are secure and appropriate for structure to which hangers are attached as well as for type of hanger involved, and in a manner that will not cause them to deteriorate or fail because of age, corrosion, and elevated temperatures. 4. Space hangers not more than 4 feet on center along each member supported directly from hangers, unless otherwise shown. C. Install edge moldings at edge of each metal ceiling area and at locations where edge of units would otherwise be exposed after completion of Work. Level moldings with ceiling suspension system to level tolerance of 1/8 inch in 12 feet. D. Scribe and cut metal panel units for accurate fit at borders and at interruptions and penetrations by other work through ceilings. Stiffen edges of cut units as required to eliminate evidence of buckling or variations in flatness exceeding referenced standards for stretcher- leveled metal sheet. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09513 METAL PLANK CEILING AND SOFFIT END OF SECTION 09513 - 4 CONSTRUCTION DOCUMENTS 25/APRIL/2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Resilient tile flooring. a. Woven vinyl tile. 2. Resilient base. a. Rubber base. 3. Accessories: Edge strips. 1.2 SUBMITTALS A. Product Data: Submit technical data from each manufacturer of resilient products required. B. Maintenance Procedures: Submit manufacturer's published instructions for care and cleaning of resilient flooring products specified. C. Verification Samples: Where product exhibits range of color or texture, submit sets of samples showing range to be expected in the finished work. Submit as follows: 1. Tile: Actual tile. 2. Accessories and base: Minimum 12 -inch long pieces. 1.3 QUALITY ASSURANCE A. Manufacturer: For each type of product required, including adhesives, cleaning compounds, and other accessories, provide the same product by one manufacturer throughout the project. 1.4 PROJECT CONDITIONS A. Environmental Requirements: At least 48 hours prior to beginning work, move resilient flooring materials to areas of installation and maintain at minimum 70 degrees F until 48 hours after completing installation and at minimum 55 degrees F thereafter. B. Sequencing: Do not begin installation of resilient flooring products until painting has been completed for each area. C. Existing Conditions: Do not install resilient flooring on concrete substrates until testing has been conducted to assure that moisture levels are acceptable. PART 2 - PRODUCTS 2.1 RESILIENT FLOORING MATERIALS - GENERAL A. Provide named products. 1. Substitutions: In accordance with requirements of Section 01630. a. In addition to data required with substitution request, submit minimum 2 pieces of representative samples, minimum 18 inches long, or full -size tiles for Architect's evaluation of color and pattern. If variation in color or pattern is anticipated, submit range sample sets. Approved samples will be retained for comparison with regular submittal samples specified above. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09650 RESILIENT FLOORING 09650 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 SLOVEN VINYL TILE A. Manufacturer: Chenwich LLC. B. Product: "Plynyl ", 17- inches square; color /pattern named in Finish Schedule Key. 2.3 RESILIENT WALL BASE A. Wall Base - General: ASTM F 1861: 1. Style: Cove (with top -set toe). 2. Minimum Thickness: 0.125 inch . 3. Lengths: Coils in manufacturer's standard length. 4. Outside Corners: Premolded with minimum 6 -inch legs. 5. Inside Corners: Job formed. 6. Surface: Smooth. B. RB -1: 1. Type (Material Requirement): TS (rubber, vulcanized thermoset). 2. Height: 6 inches . 3. Product /Color:Johnsonite; "Rubber Wall Base" DC -725 Meteor - 6"x100'. C. RB -5, RB -6, RB -7: 1. Type (Material Requirement): TS (rubber, vulcanized thermoset) or TP (rubber, thermoplastic). 2. Height: 4 inches . 3. Color: To be selected by Architect from manufacturer's full range. 2.4 ACCESSORIES A. Resilient Edge Strips: Solid rubber edging, in tapered or rounded profile, nominally 1 inch in width and 1/8 inch in thickness. 1. Color: Matching flooring. B. Sealers or Polishes: Types recommended by flooring manufacturer. C. Adhesives: 1. Floor tile: Johnsonite #996 Two -part Epoxy Adhesive. 2. Base: Same as for floor tile. PART 3 - EXECUTION 3.1 EXAMINATION A. General: Inspect substrates and conditions of installation to verify that work may properly commence. Do not proceed with the work until unsatisfactory conditions have been corrected. B. Concrete Substrates: Perform manufacturer's recommended moisture tests before beginning installation, to verify that concrete surfaces have cured sufficiently to allow adhesive bond to resilient flooring. 1. Moisture tests may be waived if concrete curing compound manufacturer warrants performance of adhesive. 3.2 PREPARATION A. Substrates: Fill minor depressions, cracks, and other irregularities with patching compound. 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09650 RESILIENT FLOORING 09650 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09650 RESILIENT FLOORING 1. Remove paint, curing compounds, and other materials that could interfere with adhesion of resilient products. 2. Sweep or vacuum clean substrate immediately prior to beginning installation in each area. 3. Apply primer to concrete substrates prior to application of adhesive, following manufacturer's printed instructions. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Comply with manufacturer's published recommendations for installation in each area, extending resilient flooring into spaces which are partially concealed. Cut and fit tightly to fixtures, pipes, and other obstructions, as well as to walls and partitions. B. Tightly adhere resilient flooring to substrate with no open joints or cracks, and without raised or blistered areas. Spread adhesive evenly, so that final installation will be without telegraphed markings from adhesive or substrate. 3.4 TILE INSTALLATION A. Layout: Establish center of each space and lay tile from center point, so tiles at each edge will be not less than 1/2 tile and equal in width. B. Matching: In each space, use tiles from same production run, and lay tiles in same sequence as removed from cartons. Discard broken, chipped, or otherwise damaged tiles. 1. Lay tile square to room axis. 2. Lay tile to achieve monolithic appearance, with pattern in all tiles oriented in same direction. C. Installation: Apply adhesive with notched trowel, following manufacturer's instructions. 1. Install tile only after adhesive has developed sufficient tack, firmly butting tiles to achieve hairline joints. 2. Roll each area of installation at regular intervals, to assure firm bonding of tiles to substrate. 3.5 INSTALLATION OF RESILIENT ACCESSORIES A. Apply base securely in locations indicated, using maximum lengths available to minimize joints. Adhere to substrate with full spread of adhesive, assuring continuous contact with vertical and horizontal surfaces. Site - fabricate inside corners by coping or mitering. B. Resilient Edge Strips: At locations shown on drawings, or where otherwise required to protect edge of resilient flooring, install resilient edge strips securely with recommended adhesive, to achieve tightly butted joint. 3.6 CLEANING AND PROTECTION A. Perform the following operations immediately after completing resilient product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp -mop surfaces to remove marks and soil. a. Do not wash surfaces until after time period recommended by manufacturer. 24944.13 09650 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OP FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09650 RESILIENT FLOORING B. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer. 1. Apply protective floor polish to horizontal surfaces that are free from soil, visible adhesive, and surface blemishes if recommended in writing by manufacturer. a. Use commercially available product acceptable to manufacturer. b. Coordinate selection of floor polish with Owner's maintenance service. 2. Cover products installed on horizontal surfaces with undyed, untreated building paper until Substantial Completion. 3. Do not move heavy and sharp objects directly over surfaces. Place hardboard or plywood panels over flooring and under objects while they are being moved. Slide or roll objects over panels without moving panels. 24944.13 END OF SECTION 09650 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Painting of new interior and exterior building surfaces. B. Section does not include: 1. Factory finishing of manufactured products. 2. Painting of concealed surfaces, unless specifically indicated. 3. Prefinished metal surfaces. 4. Moving parts of equipment. C. Related Sections: 1. Concrete Finishes: Section 03350. 2. Painting of exterior metals and structural steel: Section 05030. 3. Shop priming of ferrous metal: Division 5. 4. Shop finishing of woodwork: Division 6. 5. Shop priming of metal doors: Division 8. 6. Painting of mechanical work: Division 15. 7. Painting of electrical work: Division 16. 1.2 SUBMITTALS A. Product Data: Manufacturer's technical data sheets for each coating. 1. Application instructions including mixing, surface preparation, compatible primers and topcoats, recommended wet and dry film thickness, recommended application methods. B. Color and Texture Samples: 1. Provide for each coating system, color, and texture, applied to representative substrate samples. a. Prepare samples to show bare, prepared surface and each successive coat. b. Label each sample with coating name and color. 2. Miscellaneous substrates: Hardboard; 12 inches square, minimum.. 3. Metal: 12 inches square, minimum. C. Field Samples: Paint approximately 100 square feet for each color of each system required for walls or ceilings. 1. Samples will be reviewed for color, gloss, texture, and workmanship, 2. Approved samples may be retained in the finish work. 1.3 QUALITY ASSURANCE A. Materials: Provide all coating materials required for a given paint system by a single manufacturer, unless otherwise required or approved. 1.4 DELIVERY, STORAGE, AND HANDLING MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING A. Delivery: Deliver materials in manufacturer's original containers bearing coating name and color, material composition data, date of manufacture, legal notices if applicable, and mixing, thinning, and application instructions. B. Storage: 1. Store materials in an orderly fashion and in clean, well- closed containers with labels intact. 2. Maintain above 40 degrees F. Do not allow materials to freeze. 24944.13 09900 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 1.5 PROJECT CONDITIONS 1.6 COORDINATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING A. Apply coatings only under the following environmental conditions: 1. Air and surface temperatures are between 50 and 100 degrees F, unless otherwise recommended by manufacturer. 2. Surface temperature is at least 5 degrees F above dew point. 3. Relative humidity is less than 85 percent. B. Do not apply coatings during inclement weather except within enclosed, conditioned spaces. 1. Provide temporary lighting to achieve a well -lit surface with a level of at least 80 footcandles measured mid - height. 2. Provide continuous ventilation and heating to prevent accumulation of hazardous fumes and to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during, and for 48 hours after application of finishes, or longer if required to obtain full cure as indicated by manufacturer's instructions. A. General: Perform work in proper sequence with work of other trades to avoid damage to finished work. B. Coordination: Where special coatings will be applied over shop coatings specified in other sections, coordinate work of such other sections to ensure that only approved, compatible primers are applied. 1. Furnish the Resident Engineer with product data on both coatings demonstrating coating compatibility. 1.7 MAINTENANCE A. Extra Materials: 1. Furnish factory - sealed containers of paint products used on project in the following quantities: a. Finish Topcoats: 5 gallons of each color of each type used. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Specifications based on products of Sherwin- Williams Company (S -W) except where specified otherwise. B. Additional Approved Manufacturers: The following manufacturers have product composition data on file with the Architect. Products of these manufacturers, equivalent to those specified, may be provided without substitution request. 1. Latex and Alkyd Paint: a. Benjamin Moore. b. Kelly- Moore. c. ICI. d. Parker Paint. e. Sherwin - Williams Co. 2. Epoxy and Urethane Coatings: a. Tnemec. b. Sherwin - Williams Co. c. Carboline. d. ICI /Devoe. e. Ameron. 24944.13 09900 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 C. Products of other manufacturers will be considered in accordance with the substitution procedures specified in Section 01600. Requests for substitution must be accompanied by the following information for each product proposed for use: 1. Composition analysis: Include listing of paint constituents by weight listed as pigment and vehicle for white color. Identify each pigment component and its percentage of 100 percent of pigment; list total pigment content by weight per volume. Identify each vehicle component and its weight per volume; list percentage of solids - cured film vs. liquid paint. 2. Manufacturer's recommendations for use; include limitations. 3. Manufacturer's recommended primers. D. Product Composition Acceptance Criteria: 1. Solids by Volume: Plus or minus 2 percent of named product. 2. Resin Content: Grams per liter not more than 1 percent less than named product. 3. Resin Type: Resin of higher preference may be used in lieu of resin of lower preference. a. Latex /Acrylic: In order of preference (highest to lowest); acrylic, vinyl acrylic, styrenated acrylic, polyvinyl acetate, unspecified latex. 4. Primary Pigment (Titanium Dioxide, Zinc, etc.) Content: Grams per liter, not more than 2 percent less than named product. 2.2 PRODUCTS A. Material Quality: 1. Provide the manufacturer's premium grade product complying with compositional requirements and recommended for anticipated exposures. B. Lead Content: Not more than 0.06 percent lead by weight (calculated as lead metal) in the total nonvolatile content of the paint or the equivalent measure of lead in the dried film. C. Colors: 1. For multicoat systems, apply each coat using a successively darker tint or shade, unless approved otherwise. 2. Top coat colors: Refer to Drawings and Finish Schedule. PART 3 - EXECUTION 3.1 INSPECTION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING A. Verify that surfaces and conditions are ready for work in accordance with coating manufacturer's recommendations. B. Prior to commencement of work, examine surfaces scheduled to be finished. 1. Report any unsatisfactory conditions in writing. 2. Do not apply coatings to unsatisfactory substrates. 3. Beginning painting work on an area constitutes acceptance of surfaces in that area. 3.2 SURFACE PREPARATION A. Apply coatings to surfaces that are clean and properly prepared in accordance with manufacturer's instructions. Remove dirt, dust, grease, oils, and foreign matter. Prepare surface for proper texture necessary to optimum coating adhesion and intended finished 24944.13 09900 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 3.3 MIXING AND THINNING 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING appearance. Plan cleaning, preparation, and coating operations to avoid contamination of freshly coated surfaces. 1. Do not apply coatings to labels that identify equipment, fire - resistance ratings, etc. 2. Remove hardware, cover plates, and similar items before applying coatings. 3. Provide protection for non - removable items not scheduled for coating. After application of coatings, install removed items. Use only skilled workmen for removal and replacement of such items. 4. Protect surfaces not scheduled for coating. Clean, repair, or replace to the satisfaction of the Resident Engineer any surfaces inadvertently spattered or coated. B. Concrete and Masonry: 1. Apply coatings to fully cured surfaces that are at least 28 days old 2. Perform any required surface repairs before applying coatings. Remove any fins or protrusions from surface. Patch any holes and cracks in an approved manner. 3. Clean surface of all dirt, oil, wax, grease, or other contaminants before preparing surface profile. Use appropriate detergents and pressurized hot water. Thoroughly flush cleaning agents from surface. 4. Allow substrate to dry thoroughly. Test for moisture in accordance with coating manufacturer's recommendations before applying coatings. C. Ferrous Metal: 1. Clean and prepare surface profile in accordance with the applicable SSPC specifications for hand tool or power tool cleaning. 2. Intricate fabricated shapes may be pickled in lieu of hand or power tool cleaning. 3. Before hand or power tool cleaning, remove visible oil, grease, soluble welding residue, and salts by solvent cleaning. After hand or power tool cleaning, reclean surfaces if necessary. 4. Before touching up coatings damaged by handling or welding, reprepare damaged surfaces. D. Galvanized Metal: Solvent clean in accordance with SSPC specifications. E. Gypsum Board: 1. Latex -fill minor defects. 2. Spot -prime defects after repair. F. Mildew: 1. Remove mildew by scrubbing with solution of trisodium phosphate and bleach. 2. Rinse with clean water and allow surface to dry. A. Remove and discard any skin formed on surface of coatings in containers. Discard any containers where skin comprises 2 percent or more of the remaining material. Do not add thinner except as specifically recommended (not merely permitted) by the coating manufacturer for proper coating application under the circumstances prevailing at the project site when application equipment recommended by the coating manufacturer is employed. Use only the quantities and the types of thinner recommended. 09900 - 4 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING B. Mix materials using mechanical mixers in accordance with coating manufacturer's instructions. Agitate mixed materials during application if recommended by manufacturer. Z C. Combine multi - component paints in quantities needed for use within the = manufacturer's recommended pot life at the anticipated application temperatures. Discard remaining mixed material after pot life has expired. s -JU D. Strain pigmented coatings after mixing except where mechanical C.)0 co application equipment is provided with effective strainers. W= E, Tinting: Except where coating materials cannot be tinted, tint each " J �'" successive coat of paint a sufficiently contrasting color to _ o W� facilitate identification of complete coating coverage. 2 3.4 APPLICATION g Q A. General: Ci 1. Apply coatings in accordance with coating manufacturer's W instructions and using application method best suited for Z obtaining full, uniform coverage of surfaces to be coated. F .0 2. Employ only application equipment that is clean, properly ZI— adjusted, in good working order, and of the type recommended by 2 the coating manufacturer. 3. Apply each coat to achieve the dry film thickness per coat U co recommended by the coating manufacturer. Application rates in 0 H excess of those recommended and fewer numbers of coats than specified will not be accepted. I U 4. Completed coatings shall be free of defects such as runs, sags, F- H variations in color, lap or brush marks, holidays, and skips. u0 5. Apply coatings according to the schedule at the end of this Z section and as otherwise indicated. Coat all similar surfaces not U N specifically mentioned unless specifically exempted. }_ _ a. Ensure that all surfaces receive a dry film thickness 0 H equivalent to those of flat surfaces. Z 6. Coat front and back of miscellaneous items such as covers, access panels, and grilles. Apply fully finish coats behind movable items of furniture and equipment before installation. Apply prime coat only behind non- movable items of furniture and equipment before installation. 7. Sand gloss coats before applying subsequent coatings. B. Apply coatings to match approved mock -ups. C. Remove coatings not in compliance with this specification, reclean and re- prepare surfaces as specified, and apply coatings to comply with the contract documents. D. Scheduling: 1. Apply first coat of material to properly prepared surfaces without delay. a. Apply successive coats within the time limits recommended by the manufacturer. 3.5 PRIME COATS A. General: 1. Field apply bottom coats scheduled except where the contract documents require shop coating of ferrous metals. 2. Ferrous metals that have not been shop primed shall be field primed promptly after arrival at the site or shall be stored away 24944.13 09900 - 5 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 09900 PAINTING from the effects of weather. 3. Reprepare and retouch damaged prime coats using approved, compatible primer. 3.6 SCHEDULE OF COATINGS FOR INTERIOR NONTRAFFIC SURFACES A. Gypsum Wallboard and Plaster: 1. Latex, eggshell (typical finish). a. Bottom coat: Prep -Rite Hi -Build B28W601, 2.2 DFM. b. Intermediate coat: Same as top coat. c. Top coat: ProMar 200 Interior Latex Eg -Shel Enamel B20W200, 1.6 DFM. B. Ferrous, Galvanized, and Non - ferrous Metal with Metallic (MPT -1) Finish: 1. Metallic acrylic urethane, semi - gloss: a. Bottom coat: Polyamide epoxy; Tnemec Series 161 "Tneme- Fascure"; 3.0 DFM. b. Intermediate coat: Same as top coat. c. Top coat: Metallic acrylic urethane; Tnemec Series 1077 "Enduralume "; 2.0 DFM. C. Typical Ferrous Metal (including shop primed galvanized steel): Hollow metal door's and frames, overhead doors, exposed miscellaneous metals: 1. Acrylic, semigloss: a. Bottom coat: Kem Kromik Universal Metal Primer B5ONZ series; 3 -4 DFM. (Omit for shop primed surfaces.) b. Intermediate coat: Same as top coat. c. Top coat: S -W DTM Acrylic Coating; B66W200; 3.0 DFM. D. Typical Galvanized Metal indicated "PAINTED" (do not paint other galvanized surfaces): 1. Acrylic, semi- gloss. a. Bottom coat: S -W DTM Acrylic Primer /Finish; B66W1; 3 -4 DFM. b. Intermediate coat: Same as top coat. c. Top coat: S -W DTM Acrylic Coating; B66W200; 3.0 DFM. 3.7 COATINGS FOR EXTERIOR NONTRAFFIC SURFACES A. Concrete Masonry, Precast Concrete, and Concrete indicated painted. 1. Acrylic, Low sheen: a. Bottom coat: Sherwin Williams Loxon Exterior Masonry Acrylic Primer A24W300; 3 -4 DFM. b. Intermediate coat: Same as top coat. c. Top coat: Sherwin Williams Loxon Exterior Masonry Acrylic Flat Coating A24W301; 3 -4 DFM. B. Steel and Galvanized Steel - Exposed to Public View: Metal shop finish specified in Section 05030. C. Steel and Galvanized Steel - Not Exposed to Public View. 1. Acrylic, semi - gloss. a. Bottom coat: S -W DTM Acrylic Primer /Finish; B66W1; 3 -4 DFM. b. Intermediate coat: Same as top coat. c. Top coat: S -W DTM Acrylic Coating; B66W200; 3.0 DFM. 24944.13 END OF SECTION 09900 - 6 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 GENERAL NOTES: 1 DO NOT PAINT CONCRETE OR CERAMIC TILE UNLESS NOTED OTHERWISE. 2 FORMED METAL PANELS, CURTAINWALL FRAMING AND OTHER ITEMS SPECIFIED SHALL BE SHOP FINISHED. 3 EXTERIOR METALS SHALL BE SHOP FINISHED AS MUCH AS POSSIBLE. SEE METAL FINISH NOTES ON SHEET A -01. 4 ALL EXISTING FINISHES THAT ARE DISTURBED SHALL BE PATCHED OR REPLACED TO MATCH ADJACENT FINISHES. FINISH SCHEDULE KEY I 1 J SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. P INTERIOR NOTE ALL PAINT COLORS PAINT COLORS TO MATCH ARCHITECTS SAMPLE UNO. MISC FINISHES [ SF SCRIBE FLOORING TIGHT TO WALL. NO APPLIED BASE PT -1 LIGHT COLOR TBD TO BE DETERMINED PT -3 MATCH EXISITNG INTERIOR WALL / CEILING COLOR CONC -1 SEE CONCRETE SPEC PT-4 MATCH EXISITNG INTERIOR WALL / CEILING COLOR RB RUBBER BASE PT -9 MEDIUM VALUE COLOR ACT -5 ACOUSTICAL TILE AND GRID TO MATCH EXISTING PT -10 MEDIUM VALUE COLOR MTL -1 SOLID METAL BASE WITH MPT -1 FINISH METAL PAINT COLORS - INTERIOR AND EXTERIOR WVT WOVEN VINYL TILE i MPT -1 METALLIC PAINT, TO MATCH CENTRIA #9946 SILVERSMITH WD -1 SELECT WHITE HARD MAPLE, QUARTER SAWN, CLEAR MPT -8 LIGHT VALUE NON - METALLIC PAINT OVER INTUMESCENT FIREPROOFING SATIN LAQUER MPT -9 DARK VALUE NON-METALLIC PAINT COLOR INTER OR FINISHES ROOM NAME FLOOR BASE WALLS CEIL. COMMENT NEW LOBBY WVT MTL -1 GWB 1 PT -3, PT -9 AND PT -10 METAL CLG 1 MPT -1 SS SCREEN AT MECH INTAKE SF COLUMNS / MPT -8 GWB / PT -3 SCRIBE FLOORING FLUSH AROUND COLUMNS, CROSS BRACING, AND AT SF CURTAINWALL / MPT 1 CURTAINWALL WALL AT GIFT SHOP TBD EXISTING ENTRY LOBBY WVT • RIP GWB / PT -3' *WVT ONLY WHERE SHOWN IN PLAN. NEW RB ONLY WHERE NEW FLOORING IS INDICATED. •GWB PAINTED ONLY WHERE SHOWN IN DRAWINGS. EX LOBBY FINISHES REMAIN AS -IS, UNO. PATCH OR REPLACE EX. FINISHES AS NEEDED PER NOTE 4. CLOSET CONC -1 RB PT -3 _ ELEC CONC -1 RB PT -3 GWB / PT-3 STAIR EXTENSION CONC -1 RB PT -3 GWB I PT3 GIFT SHOP ACT -5• 'ACT AT LOCATION SHOWN. EX. FINISHES REMAIN UNO. ALT 8 HALL WVT RB GWB & EX/ PT -4 GWB & EX / PT -4 ALSO PATCH PORTIONS OF EXISTING LOBBY DISTURBED BY ALT 8 WORK. ALT 8 JAN WVT RB GWB & EX I PT -4 GWB & EX / PT -4 ALSO PATCH PORTIONS OF EXISTING LOBBY DISTURBED BY ALT 8 WORK. MECH CONC -1 RB GWB / PT -3 _ EXTERIOR FINISHES FLASHINGS, EXTRUSIONS AND MISC METALS ARE TYPICALLY THE SAME COLOR AS THE ADJACENT CONSTRUCTION, EXCEPT AS NOTED F - I LOUVERS, EXTERIOR STEEL DOOR, CANOPY. CT CERAMIC TILE AND GROUT COLOR TBD. SYSTEM AND DOORS, PTO LOCATION MPT -1 ROOF, ROOF EDGE, SCUPPER, FORMED METAL PANELS, CURTAINWALL MPT-9 ACCENT COLOR WHERE NOTED. END OF FINISH SCHEDULE 24944.00 MUSEUM OF FLIGHT - LOBBY ADDITION Finish Schedule CONSTRUCTION DOCUMENTS APRIL 25, 2003 Z w re g0 • o n o UJ 1 r w 0 — • a � w Z = I- O Z I- W • W U � CO O H WW � O ll! Z U = O - I- Z PART 1 - GENERAL 1.1 SUMMARY 1.2 PERFORMANCE REQUIREMENTS 1.3 SUBMITTALS A. Product Data. MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 10210 METAL WALL LOUVERS A. Section Includes: 1. Fixed wall louvers. 2. Insulated flat metal panels. 3. Accessories. B. Related Sections: 1. Air handling louvers, dampers, and grilles: Division 15. A. Structural and Environmental Design Requirements: Design louvers to safely withstand design conditions specified in Section 01119. B. Shop Drawings: Show elevations, field measurements (if applicable), reinforcement, anchorages, and expansion provisions. 1. Include location and size of blank -off panels. C. Samples: Submit 12- inch -long sections of extrusions and formed sections and 6- inch - square sheets. D. Structural Calculations: Submit, for information only, calculations prepared and signed by an engineer licensed in the State of Washington. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: A company designing, manufacturing, and installing products of this section which have performed in a satisfactory manner under comparable conditions for a period of 5 years. 1.5 PROJECT CONDITIONS A. Field Measurements: Where conditions permit, take field measurements and determine actual installed positions of louvers before beginning louver fabrication. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Wall Louvers: 1. Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Greenheck Company (basis of design). b. Airolite Company. c. American Warming and Ventilating. d. Construction Specialties, Inc. e. Ruskin Manufacturing Division /Tomkins Industries, Inc. 24944.13 10210 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.2 MATERIALS A. Aluminum Extrusions: ASTM B 221, manufacturer's standard alloy and temper for application and finish required. B. Fasteners: 1. For aluminum members: Aluminum, stainless steel, or galvanized steel. 2. For steel or galvanized steel members: Stainless steel or galvanized steel. 3. For stainless steel members: Stainless steel. 4. Finish exposed -to -view fastener heads to match adjacent surface. C. Anchors and Inserts: Hot -dip galvanized steel or nonferrous metal. D. Bituminous Paint: SSPC -Paint 12; cold - applied asphalt mastic. 2.3 LOUVERS A. Louver: Drainable blade, standard mullion, with variable angle blades to enable intake and exhaust through a single louver. 1. Fabricate blades and frame from extruded aluminum; minimum thickness: 0.82 inch. 2. Performance (for 48 -inch square louver): a. Free area: 48 percent, minimum. b. Minimum 890 FPM at 0.01 ounce per square foot water penetration. 3. Edge detail: To fit 1 -inch glazing pocket; glazed into curtainwall. 4. Basis of design: Greenheck ESID -430. 5. Finish: Fluoropolymer. 6. Accessories: a. Blank -off panels. b. Bird screens. c. Subsill flashing. 2.4 ACCESSORIES A. Screens: Removable type; provide screens for indicated exterior louvers. 1. Frame: Fabricate from same material used for louver. Miter and reinforce frame corners. a. Fabricate frame from extruded or formed metal. Provide insert or driven spline for mesh attachment. Frame must be capable of being rewired. 2. Bird screen mesh: a. 1/2 inch square mesh, 0.063 inch intercrimped aluminum wire. 3. Position screen on inner louver face; attach using machine screws located 3 inches from corner and 12 inches on center between corners. B. Blank -off Panels: Manufacturer's standard 2 -inch insulated flat metal panels. C. Isolation Coating: Cold - applied asphalt mastic complying with SSPC- Paint 12, except containing no asbestos fibers, or cold - applied asphalt emulsion complying with ASTM D 1187. D. Fasteners: Use fasteners fabricated from same basic metal and alloy as fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. 1. Provide concealed fasteners for interconnecting formed -metal 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 10210 METAL WALL LOUVERS 10210 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 n, e:, �,. .. i�Si ..;7i+1�....4:ws„�s��'�A.ir ✓. �aM ^ .� f t t:.':ti:. t &, fabrications and for attaching them to other work, unless otherwise indicated. 2. Provide Phillips flat -head machine screws for exposed fasteners, unless otherwise indicated. 2.5 FINISHES MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 10210 METAL WALL LOUVERS A. Fluoropolymer Finish: Specified in Section 05031. PART 3 - EXECUTION 3.1 INSTALLATION A. Install louvers in accordance with manufacturer's instructions and shop drawings. B. Coordinate installation with adjacent elements of building envelope to ensure watertight construction. 1. Install concealed gaskets, joint fillers, insulation, and flashings, as the Work progresses, to make exterior formed -metal fabrications weatherproof. C. Set units and flashings in proper location, plumb and true, free of warp or twist. D. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of isolation coating. E. Fit joints tightly; where joint sealers are to be installed, make joints of sizes required. F. Pack shim spaces with batt insulation. 3.2 ADJUSTING A. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit or provide new units. 3.3 PROTECTION A. Protect finishes of formed -metal fabrications from damage during construction period. Remove temporary protective coverings at time of Substantial Completion. 24944.13 END OF SECTION 10210 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL SUMMARY Work Included: 1. Fire extinguishers. 2. Fire extinguisher cabinets. 1.2 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES A. Product Data: Manufacturer's data showing compliance with contract documents. 1.3 QUALITY ASSURANCE A. Provide only fire extinguishers which comply with NFPA 10. B. Labels: Provide only fire extinguishers which are listed and labeled by Underwriters Laboratories Inc.., or Factory Mutual System. 1.4 PROJECT CONDITIONS A. Do not deliver or install extinguishers until just before substantial completion. B. Do not use permanent fire extinguishers for construction period fire protection. PART 2 - PRODUCTS 2.1 FIRE EXTINGUISHERS A. Manufacturers: Products of comply with requirements of considered acceptable: 1. Fire extinguishers: a. Any manufacturer requirements. 2.2 CABINETS AND ACCESSORIES the following manufacturers, provided they contract documents, will be among those of listed and labeled extinguishers meeting B. Fire Extinguishers: 1. Rating: 2A:10B:C. 2. Type: Multipurpose dry chemical (ammonium phosphate). a. Stored pressure type. 3. Wall mounted and cabinet mounted, as indicated. A. "FEC "; Cabinet, Semi- Recessed: 1. Basis of design: "Architectural Series 2409 -6R "; Larsen's Manufacturing Company. a. Products of other manufacturers, provided they comply with requirements of contract documents, will be acceptable. 2. Inside dimensions: 24 by 9 -1/2 by 6 inches (h,w,d). 3. Style: Rolled edge semi - recessed mounted, with vertical duo doors. 24944.13 10522 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES 4. Single flat door. a. Narrow vertical glazing panel. (1) Clear 1/8 inch tempered glass. b. Door material: Stainless steel. c. Friction or roller catch. d. No door handle; provide concealed finger grip. e. Hinges: Concealed type; allow full 180 degree opening of door. 5. Box: Stainless steel with #6 finish. 6. Provide wall bracket for extinguisher, inside cabinet. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare openings for recessed cabinets. 3.2 INSTALLATION A. Perform installation in accordance with the manufacturer's instructions except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of the work. B. Install extinguishers in locations indicated. C. Install brackets for wall mounted extinguishers at height necessary to place the top of the extinguisher at 48 inches above finish floor. D. Install cabinets at locations indicated. E. Install cabinets at heights indicated. F. Install extinguishers in cabinets. 24944.13 END OF SECTION 10522 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 r... ;,;: ••'• 1 <.: y�liw.:. y:.. t4tL .w:l�.+ .1�..w.u4 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Window cleaning life line anchors and tiebacks. 1.2 SYSTEM DESCRIPTION A. Design, fabricate, and install anchors and tiebacks for building maintenance and window washing in compliance with applicable portions of the following: 1. OSHA -- CFR 1910.66: a. Subpart I, "Fall Protection." b. Subpart D "Walking and Working Surfaces and Personal Protective Equipment (Fall Protection Systems) ". 2. DoL Memorandum -- Patricia K. Clark Memorandum to Regional Administrators for Descent Control Devices. 3. AISC Code -- "Load and Resistance Factor Design Specification for Structural Steel Buildings. 4. AISI Spec -- "Specification for Design of Cold- Formed Steel Structural Members." 5. AWS D1.1 -- "Structural Welding Code - Steel." a. Welding shall be performed by AWS Certified Welders. 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 11014 WINDOW CLEANING EQUIPMENT A. Shop Drawings: Submit complete shop drawings for fabrication and erection, including plans, elevations, and large scale details of typical sections and connections. 1. Provide location and details of anchorage devices to be embedded in or fastened to other construction. Furnish templates if required for accurate placement. 2. Provide complete design calculations prepared by and bearing the stamp of a professional engineer registered in the State of Washington. 3. Comply with requirements of referenced standards. B. Certificates: Submit manufacturer's certification that products comply with requirements of the contract documents. C. Maintenance Data: Submit manufacturer's Inspection Log book. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Obtain required products from a single manufacturer. 1. Accessories: Provide accessory items only as produced or recommended by manufacturer of primary products. B. Manufacturer Qualifications: Provide products manufactured by companies having the following minimum qualifications: 1. Minimum 5 years experience in the design and manufacturer of equipment of the type required. 2. Liability Insurance: Minimum $2,000,000 coverage for products and completed operations. Insurance must cover failure of the safety anchor itself. 24944.13 11014 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 2 - PRODUCTS 2.1 MANUFACTURER A. Roof - mounted anchors and sleeves: 1. "Safety Roof Anchors "; Pro -Bel Enterprises, Ltd. B. Substitutions: Comparable products of other manufacturers will be considered under standard substitution procedures. 2.2 MATERIALS A. Exposed Structural Components: Stainless steel; AISI Type 304. B. Non - exposed Structural Components: Mild steel; ASTM A 36, Type 350W. Galvanize after fabrication in accordance with ASTM A 123. C. Exposed non - structural components: Aluminum, Alloy 6061 -T6. D. Steel Tubing: Cold - rolled; ASTM A 500. E. Bolts, nuts and washers: ASTM A 325 where concealed, Type 304 stainless steel where exposed. 2.3 FABRICATION A. General: Fabricate in accordance with approved shop drawings. Grind exposed welds smooth and flush. Provide flashings and similar details to achieve weatherproof installation. PART 3 - EXECUTION 3.1 EXAMINATION A. Inspect substrates and conditions under which the work of this section will be performed, and verify that installation properly may commence. Do not proceed with the work until unsatisfactory conditions have been resolved fully. 3.2 INSTALLATION MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 11014 WINDOW CLEANING EQUIPMENT A. General: Comply with manufacturer's instructions, except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of the work. B. Provide inspection of work by a Structural Engineer registered in the State of Washington. C. Coordinate installation with roofing work to ensure weathertight installation. 24944.13 END OF SECTION 11014 - 2 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Recessed foot grilles and frames. B. Related Sections: 1. Division 3 Section "Cast -in -Place Concrete" for concrete work, including forming, placing, and finishing concrete floor slabs, and grouting frames into recesses. 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide foot grilles and frames capable of withstanding and supporting a uniform load of 200 lbf /sq. ft. without exceeding the allowable design working stress of the materials involved, including anchors and connections. 1.3 SUBMITTALS MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 12485 FOOT GRILLES A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of foot grille and frame. B. Shop Drawings: Show fabrication, assembly, joint locations, installation details, layout, plans, elevations, full -scale sections, details of patterns or designs, anchors, and accessories for foot grilles and frames. 1. Coordinate Shop Drawings with plumbing Coordination Drawings showing floor drain and piping for pan and frames. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify blocked -out openings in floors by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating foot grilles and frames without field measurements. Coordinate floor construction to ensure that actual opening dimensions correspond to established dimensions. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Arden Architectural Specialties, Inc. 2. J. L. Industries. 3. KADEE Industries, Inc. 2.2 MATERIALS A. Metallic- Coated Steel Sheet: ASTM A 653, Commercial Steel (CS), Type B, with A60 (galvannealed) or G60 zinc coating. 24944.13 12485 - 1 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 2.3 FRAMES 2.4 FOOT GRILLES 2.5 DRAIN PANS 2.6 FABRICATION PART 3 - EXECUTION 3.1 EXAMINATION 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 12485 FOOT GRILLES B. Stainless -Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304. C. Stainless -Steel Angles: ASTM A 276 or ASTM A 479/A 479M, corrosion resistant, Type 304. A. Provide manufacturer's standard frames of size and style for grille type, for permanent recessed installation in subfloor, complete with installation anchorages and accessories. Unless otherwise indicated, fabricate frame of same material and finish as grilles. A. General: Provide manufacturer's standard foot grille assemblies consisting of treads of type and profile indicated, joined together by cross members or interlocked, and with support legs (if any) and other components needed to produce a complete installation. B. Stainless -Steel Foot Grille: Type 304. 1. Surface Treads: 0.071 -by- 0.177 -inch wire with 0.125 -inch- wide slot openings between wires. 2. Support Rods: Spaced 1 inch o.c., welded to each wire. 3. Pit Grating: 1 -1 /8 inches deep. 4. Lockdown: Hidden. 5. Frame: Stainless -steel angle. A. Provide manufacturer's standard 0.060- inch -thick (16 gage), metallic - coated steel sheet drain pan with NPS 2 drain outlet for each floor grille unit. Coat bottom of pan with protective coating recommended by manufacturer. A. Shop fabricate foot grilles to greatest extent possible in sizes as indicated. If not otherwise indicated, provide each grille as a single unit; do not exceed manufacturer's recommended maximum sizes for units that are removed for maintenance and cleaning. Where joints in grilles are necessary, space symmetrically and away from normal traffic lanes. B. Fabricate frame members in single lengths or, where frame dimensions exceed maximum available lengths, provide minimum number of pieces possible, with hairline joints equally spaced and pieces spliced together by straight connecting pins. A. Examine substrates, and floor recesses for compliance with requirements for location, size, minimum recess depth, and other conditions affecting installation of foot grilles and frames. B. Examine roughing -in for drainage piping systems to verify actual locations of piping connections before foot grille, frame, and drain pan installation. 12485 - 2 CONSTRUCTION DOCUMENTS 25/APRIL/2003 3.2 INSTALLATION 3.3 PROTECTION 24944.13 MUSEUM OF FLIGHT - LOBBY ADDITION SEATTLE, WA SECTION 12485 FOOT GRILLES C. Proceed with installation only after unsatisfactory conditions have been corrected. A. Install recessed foot grilles, frames, and drain pans to comply with manufacturer's written instructions at locations indicated and with top of foot grilles and frames in relationship to one another and to adjoining finished flooring as recommended by manufacturer. A. After completing frame installations, provide temporary filler of plywood or fiberboard in foot grille recesses and cover frames with plywood protective flooring. Maintain protection until construction traffic has ended and Project is near Substantial Completion. END OF SECTION 12485 - 3 CONSTRUCTION DOCUMENTS 25 /APRIL /2003 All Insulating Installed? Opague Wall R -11 Masonry Wall (int) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R-30 At Other Roof R -21 Raised Floor R -19 Slab-On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 180 Area % UVal UVaI SHGC 0-10% 0.90 1.45 1.00 10.15% 0.75 1.40 1.00 15 -20% 0.65 1.30 0.60 20 -25% 0.60 1.30 0.45 All Insulating Installed? Opague Wall R -1 1 Below Grd WaU (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R-30 All Other Roof R -21 Raised Floor R -19 Slab-On-Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % UVaI UVal SHGC 0 -15% 0.90 1.45 180 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.65 30-40% 0.60 1.30 0.45 All Insulating Installed? Metal Framed Wall 11-0062 Other Opaque Wall R -19 Masonry Wall (Int) U -0.19 Masonry Wall(other) U.0.25 Be:owOi Wall (ext) R -10 Below Ord Wall (oth) R -19 Roof Over Attic R-38 All Other Roof R-30 Raised Floor R-30 Stab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVaI UVal SHGC 0 -20% 0.40 0.80 1.00 All Insulating Installed? Metal Framed Wall U.0.062 Other Opague Wall R -19 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R-38 All Other Roof R30 Raised Floor R-30 Slab-On-Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Area % UVal UVat SHGC 0-20% 0.40 0.80 1.00 Envelope Summary (back) Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determin ng building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) No Yes Yes 0 No Yes • ► No Concrete/Masonry Option* Wall Heat Capacity (HC) Assembly Description Assy.Tag 2001 Washington State Nonresidential Energ Code Com .Hance Form Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. Electric Resistance Heat? Yes Yes Prescriptive Path Allowed Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 WRt of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes Component Performance or Systems Analysis Required Yes HC" Area (sf) Totals Area weighted HC: divide total of (HO x area) by Total Area HC x Area Revised June 2002 KJM Yes 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. vim. > „gMwea:;� Space Heat Type 0 Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque wails. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 27710.0 . 70107.0 X 100 = 39.5% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over. Attic 21.0 All Other Roofs Opaque Walls' 11oKin.try co. 14.0 Below Grade Walls Applicant Phone: 11.0 Floors Over Unconditioned Space Slabs -on -Grade 0.5 Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.250 Overhead Glazing 0.250 Maximum SHGC (or SC) Vertical/Overhead Glazing 0.430 Project Info Project Address M useu m of night- -Total Construction Date 5/3/2003 (Phaaa Al, A2, t Lobby t,anaion) For Building Department Use Applicant Name: 11oKin.try co. Applicant Address: 5005 3rd Ave. S. / Settle / Ora Applicant Phone: 206 -762 -3311 Envelope Summary Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description Compliance Option SemIheated space Roofs Over Semi - Heated Spaces Minimum Insulation R- values 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: 2001 Washin ton State Nonresidential Energ Code Com • liance Form 0 New Building o Addition ❑ Alteration 0 Change of Use Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) Revised June 2002 KJM E] ENVSTD 2.1 0 Systems (4.0 not acceptable) Analysis Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu/ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description U- factor (including insulation R -value & position) MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15010 35507 GENERAL REQUIREMENTS PART 1 GENERAL 1.01 SCOPE OF THE WORK A. Division 15 of the specification is to include all labor and materials to complete the mechanical work as herein specified and /or Z indicated. Z 1.02 DEFINITIONS ~ W tY 2 A. "Provide" shall mean "furnish and install." 6 U U O B. "Indicated" shall mean "indicated elsewhere in contract documents." to O ui C. "Concealed" shall mean hidden from sight as in trenches, chases, H furred space or hung ceilings. Mu uj . D. "Exposed" shall mean not concealed as defined above. E. "Engineer" shall mean "the Mechanical Engineer or Consultant." g Q F. "Contractor" shall mean "the Mechanical Contractor." WD = d ILI 1.03 WORKMANSHIP Z A. All workmanship shall be of the best quality, and only competent I-- O mechanics shall be employed. Lu U O O- A. Unless otherwise indicated or specified, all materials shall be new. O} All materials and equipment shall be properly stored for protection =tit from physical damage or damage due to corrosion. O B. Drawings and specifications shall be taken together. Provide work Z specified and not indicated or work indicated and not specified as U N though mentioned in both. H o C. Drawings 1. Drawings are diagrammatic, indicating the general arrangement of systems and work, and do not attempt to show exact details or all offsets in piping and ductwork. Examine the mechanical shop drawings for exact location of fixtures, equipment, and penetrations. When they are not definitely located, obtain this information from the mechanical field foreman. 1.04 QUALITY ASSURANCE D. Coordination APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Coordinate with other trades for routing. Lines that pitch, or that must have a constant elevation, shall have the right -of -way over lines not so restricted. 1.05 CODES, FEES AND RELATED COSTS A. All materials and workmanship shall comply with all applicable codes, specifications, local ordinances, industry standards and utility company regulations. B. If building codes, state laws, local ordinances, industry standards and /or utility company regulations conflict with the contract documents, the most stringent shall govern. Contractor shall promptly notify the Architect in writing of any such difference. 15010 PAGE 1 Z MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15010 35507 GENERAL REQUIREMENTS C. Requirements of Regulatory Agencies: 1. The Mechanical Contractor shall be responsible for obtaining and payment of all mechanical permits, licenses, and inspection certificates required in accordance with provisions of contract documents. 2. In addition to requirements shown or specified, comply with latest current local and /or state ordinances and codes; and applicable standards, specifications or codes published by: Building Codes: (1997 Edition) UBC - Uniform Building Code UFC - Uniform Fire Code UPC - Uniform Plumbing Code UMC - Uniform Mechanical Code NEC - National Electric Code 3. Industry Standards, Codes and Specifications: AIEE - American Institute of Electrical Engineers ADC - Air Diffusion Council AMCA - Air Moving & Conditioning Association ANSI - American National Standards Institute APWA - American Public Works Association; Standard Specification for Municipal Public Works ARI - Air Conditioning and Refrigeration Institute ASA - American Standards Association ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers ASME - American Society of Mechanical Engineers ASTM - American Society of Testing Materials AWWA - American Water Works Association . CTI - Cooling Tower Institute FIA - Factory Insurance Association FM - Factory Mutual HI - Hydraulic Institute IAPMO - International Association of Plumbing and Mechanical Offices IBR - Institute of Boiler & Rating Manufacturers MSS - Manufacturer's Standardization Society NEMA - National Electrical Manufacturers Association NFPA - National Fire Protection Association OSHA - Occupational Safety and Health Act PDI - Plumbing and Drainage Institute SMACNA - Sheet Metal and Air Conditioning Contractors National Association, Inc. WISHA - Washington Industrial Safety & Health Act WDOE - Washington Department of Ecology WSEC - Washington State Energy Code Washington State Ventilation Code 1.06 PRESSURE TESTING OF SYSTEMS A. General: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Furnish all tools, materials, fuel, air, water, gases, pumps, gauges, blowers, instruments, test equipment and personnel required for tests. Make all provisions for removal of test equipment and draining of pipes after tests. 15010 PAGE 2 MUSEUM OF FLIGHT LOBBY ADDITION SECTION 15010 35507 GENERAL REQUIREMENTS 1.07 PROTECTION AND CLEANING A. All equipment and material installed by the Mechanical Contractor shall be properly protected from damage during the course of construction. All fixtures and equipment shall be thoroughly cleaned before final inspection. 1.08 HOUSEKEEPING PADS & CURBS AND ROOF CURBS A. Provided by the General Contractor, unless otherwise indicated. Mechanical Contractor shall coordinate all his equipment requirements with those of other trades. B. General contractor shall provide form work and concrete for housekeeping pads, inertia bases, curbs and other items where. indicated. 1.09 CUTTING AND PATCHING A. All cutting, patching, core drilling and saw cutting of walls, floors, and roofs shall be by the General Contractor. 1.10 PAINTING A. Unless otherwise noted, all painting of mechanical equipment, piping, etc. shall be by the General Contractor. Equipment specified herein that has a factory finish specified shall be furnished in accordance with the respective specification. B. The Mechanical Contractor shall be responsible for touch -up of all paint defects on mechanical equipment received from the factory. 1.11 ACCESSIBILITY A. General: Valves, damper operators, thermometers, pressure gauges, cleanout fittings, and indicating equipment or specialties requiring reading, adjusting, inspection, repairing, removal, or replacement shall be conveniently and accessibly located with reference to finished building. Thermometers and gauges installed to be easily read from floor or catwalk. 1.12 TEST LOG DATA A. If a record of testing data is required to be maintained per owner or code authority requirements, the Contractor shall keep a notebook APRIL 25, 2003 CONSTRUCTION DOCUMENTS 2. All systems and connections for hydrostatic or pneumatic pressure test shall be accomplished prior to painting, insulation, or concealment. 3. Tests may be made on isolated portions of systems to facilitate general progress of installation. Any revisions made in the systems will require retesting of the affected portions of the systems. 4. Coils or other system components with working pressure below test pressure shall be removed or isolated from the system during the testing period. 5. Systems shall be tested as indicated under each section of these specifications. 6. Certification: Submit certificates of approval from agencies having jurisdiction. 15010 PAGE 3 MUSEUM OF FLIGHT -- LOBBY ADDITION SECTION 15010 35507 GENERAL REQUIREMENTS in the construction job office for the sole purpose of filing test data. 1. All log data test entries shall be signed by the Contractor's Superintendent and the Owner's representative or the code authority having jurisdiction. 1.13 ACCESS PANELS A. Access panels for maintenance and operation of valves, dampers and equipment which are concealed in ceiling or wall space shall be provided by the General Contractor. Locations shall be coordinated during the detailing phase of construction. Locations of access panels required for emergencies, maintenance, inspection and periodic shut down of mechanical systems shall be sized and located on the mechanical shop drawings for coordination with the Architect and General Contractor. 1.14 ELECTRICAL EQUIPMENT AND WIRING A. Motors shall be provided with all mechanical equipment. B. Electrical disconnects switches, motor starters and wiring to power terminals of mechanical equipment shall be provided by the Division 16 Electrical Contractor except where specified otherwise. C. The items furnished by the Division 15 Contractors to the Division 16 Contractor for installation includes but is not limited to: 1. Line voltage thermostats. D. The items furnished and installed by the Division 16 Contractor to make final connection to mechanical equipment or systems includes but is not limited to: 1. Electrical disconnect switches. 2. Motor starters. 3. Wiring to power terminals of mechanical equipment. 4. Fire Alarm System including: detectors, electric bells, controls, alarm panels and system wiring. 5. Power for fire /smoke dampers. 6. Power and power connections to DDC control panels. E. All line voltage temperature control devices shall be furnished with equipment or by the Control Contractor and installed by the Division 16 Electrical Contractor. See Section 15905 for additional requirements. F. In general motors 1/3 HP and smaller shall be 115V or 277V, single phase, 60 cycle. Motors 1/2 HP and larger shall be 460V, three phase, 60 cycle. See Section 15050 for Electric Motor requirements. 1.15 TEMPORARY HEAT A. The HVAC equipment including shall not be operated for temporary service by the General Contractor, or Mechanical Contractor unless a written plan has been submitted to and approved by the Mechanical Engineer. PART 2 PRODUCTS 2.01 NOT USED APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15010 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15010 35507 GENERAL REQUIREMENTS PART 3 EXECUTION 3.01 NOT USED APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15010 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS PART 1 GENERAL 1.01 SCOPE OF WORK A. This section includes basic products, materials, assemblies and methods applicable to mechanical systems. B. The Control Contractor shall furnish all control devices (pressure and temperature sensors and associated taps and wells, control valves, dampers, flow sensing devices, etc.) necessary for a complete control system. - Reference Section 15905. 1.02 PIPING AND PIPE FITTINGS 1.04 WIRING A. Piping shall be installed as indicated and specified. Pipe shall be cut accurately to measurement established at the building, and shall be worked into place without springing or forcing and out of the way of all doors, windows and other openings. Pipes shall be installed so that they may expand and contract freely without damage to any other work or to itself. 1.03 SEISMIC A. Comply with the latest SMACNA seismic restraint guidelines and /or the local authority having jurisdiction. B. Provide calculations and installation details signed by a structural engineer licensed in the State of Washington for seismic bracing of piping, equipment, and duct supports. The Mechanical Contractor may, as an option, use applicable parts of the latest SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems if all of the following conditions are met: 1. Seismic Hazard Level B. 2. Portions of the mechanical systems which will not be installed according to the SMACNA manual require approval by a Washington registered Structural Engineer as described above. 3. Fire protection seismic to conform to NFPA 13 standards. A. All wiring to conform to Division 16 Electrical requirements and the National Electrical Code. B. All low and high voltage power wiring shall be provided by the Division 16 Electrical Contractor unless specified otherwise. C. All low and high voltage control wiring shall be provided by the Section 15905 Controls Contractor unless specified otherwise. 1.05 INTERLOCKS A. Electrical interlocking as required for the operation of the controls shall be accomplished by the Section 15905 Control Contractor unless noted otherwise on the drawings. 1.06 MECHANICAL SUPPORTING DEVICES A. General: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS 2.01 PIPE 1. Mechanical equipment and materials are not to be suspended or supported from pipe, electrical conduit, ceiling systems or any non - structural member. 2. Provide pipe stands, mounting brackets and metal bases as indicated. 3. Concrete pads for the mechanical equipment shall be provided by the General Contractor. Mechanical Contractor shall size and locate concrete pads on shop drawings. B. Housekeeping Pads: 1. Mechanical to coordinate with general contractor sizes and locations. Minimum 3 1/2" high, concrete, and extended a minimum of 2" beyond the equipment base dimensions in all directions. Anchor bolts, if necessary to secure equipment, poured in place in pads or drilled in. Anchor bolts shall be set back from edge of pad to prevent pad breakage according to anchor manufacturer guidelines and seismic requirements. 1.07 CLEANUP A. Upon the completion of the work hereinafter specified and at times during the progress of the work, the Mechanical Contractor shall remove all surplus materials, debris, and rubbish resulting from their operations. PART 2 PRODUCTS A. Steel Pipe: ASTM A53 or Al20, Schedule 40. Lesser pipe wall thicknesses for individual applications will be considered by the Engineer upon submittal of documentation supporting the use of such pipe. 1. Threaded fittings: ANSI /ASTM B16.4 class 125 cast iron, or ANSI /ASTM B16.3 class 150 malleable iron. 2. Weld Fittings: ASTM A -234 - WPB standard weight forged steel weld fittings. 3. Grooved Fittings; ASTM A -47 malleable iron, ASTM A -536 ductile iron or ASTM A53 segmentally welded steel fittings. 4. Joints: Threaded, welded or grooved mechanical couplings. 5. Coatings: Galvanized where required or indicated. B. Copper Tubing: ASTM B88, Type K, L or M hard drawn, ASTM B306 DWV. 1. Fittings: ANSI /ASME B16.23 cast brass, or ANSI /ASME B16.29 wrought copper. 2. Joints: ASTM B32, solder, Grade 95TA. 3. Mechanically drawn tees (i.e. T- Drill). C. Cast Iron Pipe: CISPI 301 coated service weight hubless cast iron pipe. 1. Fittings: CISPI 301 coated service weight hubless cast iron fittings. 2. Joints: CISPII 310 and ASTM C564 hubless coupling with neoprene sleeve, stainless steel sleeve and clamp. D. PVC Pipe: ASTM D1785, Schedule 40. Schedule 80 for sizes 8 -inch and larger (where approved by local authorities). APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS 1. Fittings: ASTM D2466 schedule 40 PVC, ASTM D2464 schedule 80 PVC. 2. Joints: ASTM D2855, solvent weld. E. ABS Pipe: ASTM D2680 or D2751. 1. Fittings: ASTM D2751. 2. Joints: ASTM D2235, solvent weld. F. Ductile Iron Pipe: ANSI /AWWA C151 class 150 cement lined water main pipe. 1. Fittings: ANSI /AWWA C110 cement lined ductile iron with neoprene gasket, mechanical joint restraint. 2. Joints: Neoprene gasketed mechanical joint type with tie rod restraints. 2.02 FLANGES, UNIONS AND COUPLINGS A. Pipe Size 2- inches and Under: 150 PSIG malleable iron unions for threaded ferrous piping; bronze unions for copper pipe, soldered joints. B. Pipe Size Over 2- inches: 150 PSIG forged steel weld neck flanges for ferrous piping; bronze flanges for copper piping; gaskets shall be 1/16 -inch thick preformed neoprene. C. Grooved and shouldered Pipe End Couplings: Malleable iron housing clamps to engage and lock, designed to permit some angular deflection, contraction, and expansion; C -shape elastomer composition sealing gasket for operating temperature range from -30 degrees F to 230 degrees F; steel bolts, nuts, and washers; galvanized couplings for galvanized pipe. Provide grooved coupling seals suitable for vacuum conditions on pump suction side piping in open loop systems. 2.03 FLEXIBLE PIPE CONNECTIONS A. Steel Piping 1. 2" and smaller: Threaded. Construct with stainless steel inner hose and braided exterior sleeve and shall be plenum rated where used in ceiling return air plenums. 2. 2 1/2" and larger: Flanged, single sphere, molded neoprene with nylon reinforcement. Plenum rated where used in ceiling return air plenums. 3. Minimum of 3 grooved flexible couplings. B. Copper Piping 1. Construct with bronze inner hose and braided exterior sleeve. C. Connectors shall be suitable for pressures to 225 psi and temperatures to 225 °F. 2.04 EXPANSION JOINTS A. Steel Piping 1. 3- inches and Under: Stainless steel bellows type with anti - torque device, limit stops, and internal guide. 2. Over 3- inches: External ring controlled type with hydraulically formed stainless steel bellows. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 3 Item Size Manufacturer /No Steel pipa_swivel ring hanger Grinnell 69 Copper pipe swivel ring hanger Grinnell CT -69 Pipe clevis hanger 2 -1/2" & U. Grinnell 260 Universal beam C -clam. Grinnell 92 Side beam bracket Grinnell 206 Vertical riser clamp Grinnell 261 Pi•e roller stand Grinnell 271 Offset •i.e clam. Grinnell 103 Pi se saddle Grinnell 160 through 166 Grinnell 167 Insulation shield Concrete insert (plastid_ ProSet "Anchortek" Concrete insert (metal) Grinnell 282 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS B. Copper Piping 1. All bronze type with two -ply bronze bellows, anti - torque device limit stops, internal guides and solder joint end. 2. Suitable for minimum 125 PSI WSP and 400 degrees F and 200 PSI WOG and 250 degrees F. C. Copper or Steel Piping: 1. 2- inches and Under: Low pressure compensators with two -ply bronze bellows suitable for minimum 75 PSI and 250 degrees F and maximum 1/2 -inch expansion. 2. 24- inches and Over: Copper type with packed sliding sleeve suitable for minimum 125 PSI working pressure and 250 degrees F. 2.05 DIELECTRIC UNIONS A. Provide wherever dissimilar metals occur or where electrically insulated connection is required. B. Pressure ratings: 1. Dielectric unions: 250 PSI at 180 degree F. 2. Cast iron flange unions: 175 PSI conforming to ASTM B16.42 and B16.24. C. Gasket material shall be of type recommended by manufacturer. D. Manufacturers: Capitol, EPCO, Watts or approved equal. E. ClearFlow dielectric nipples by Perfection Corp. may be used. 2.06 HANGERS AND SUPPORTS A. All pipe hangers and supports shall equal or exceed the quality of the following: APRIL 25, 2003 CONSTRUCTION DOCUMENTS B. Option: trapeze hangers may be used where parallel runs of pipe occur. All rods on trapeze hangers shall be 3/8" minimum. Superstrut (P -1000 through P- 4000). C. Tile, concrete block, thin wall: toggle bolts. D. Hangers and supports exposed to weather shall be galvanized. E. A11- Thread rod shall be cad plated. F. Coordinate hanger sizes with Section 15080 Insulation Requirements. 15050 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS G. Coordinate with Section 15080 for installation of rigid insulation inserts and shields. 2.07 PIPE SLEEVES AND OPENINGS A. General: 1. It shall be the responsibility of the Contractor to furnish and install sleeves in the building construction for the installation of his work. 2. Lay out work prior to concrete forming. Reinforce sleeves to prevent collapse during forming and pouring. 3. Provide sleeves or openings for all pipes and ductwork passing through floors, walls, partitions, concrete beams, girders, and any other building construction of adequate size to allow minimum of 3/4 -inch clearance or as may be required for fire safing all around between sleeve and pipe or ductwork. When pipe or ductwork is insulated, insulation shall pass continuously through sleeve. 4. In mechanical rooms and areas subject to flooding sleeves shall extend 2- inches above finished floor level. Sleeves through roof shall extend a minimum of 8- inches above finished roof or insulation unless approved otherwise. Wall sleeves flush with face of wall unless otherwise indicated. Waste stacks using carriers shall have sleeves flush with floor and sealed. Sleeves through planters shall extend 8- inches above planter base. 5. Sleeves shall permit free thermal expansion of pipe without binding or contact with structure. 6. Form with steel pipe or 18 gage or heavier galvanized steel. B. Structural Members: 1. Provide sleeves required in structural members for duct or pipe penetrations. Coordinate with other trades. Reference Architectural specification for wall blockouts provided by General Contractor. 2.08 BALL VALVES A. Bronze body full port type suitable for pressure and temperature as required, and having a straight through flow passage. B. Seats and all "P" ring seals shall be EPT. Valves shall have bonnet gasket and packing box to provide a secondary stem seal. The capsule shall resist formation of scale by wiping the ball clean of foreign matter during operation. C. Lever operates for quarter turn operation. Position shall indicate whether the valve is in the open or the closed position. D. Ball valves may be used for balancing in sizes 2" and smaller. Ball valves used for balancing shall be provided with memory stops. E. Manufacturers: Nibco, Stockholm or approved equal. 2.09 ELECTRIC MOTORS A. Refer to individual schedules for motor size, horsepower, electrical characteristics. Motors shall meet the Washington State Energy Code requirements. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS B. General: Motor starters for all single -speed motors will be provided as part of the electrical work, except where specified otherwise. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Electrical Characteristics: Motors 1/2 HP and larger shall be 3- phase, 460 volt, 60 cycle unless noted otherwise on the drawings. Motors smaller than 1/2 HP shall be 115 volt, single phase, 60 cycle, or 277 volt, single phase, 60 cycle as scheduled. 2. Capacity: Each motor shall have the capacity to start and operate the machine it drives without exceeding the motor nameplate rating at the speed specified or at any speed and load which may be obtained by the drive actually furnished. All motors other than totally enclosed type shall have a minimum service factor of 1.15. 3. Efficiency: Motors 1 HP and larger shall have a minimum full load efficiency of 86.5% in accordance with IEEE Standard N2 test method and shall have a corresponding NEMA index letter on the motor nameplate and in the manufacturer's published data. Submit efficiency data for full load, 3/4 load and 1/2 load. Motors shall comply with WSEC standards as a minimum. 4. Shafts and Bearings: All belt - connected motors, regardless of size shall be equipped with shafts and bearings that will withstand both the normal belt pull of the drive furnished and the momentary or continuous overloads due to acceleration or incorrect belt tension; shall comply with AFBMA standards. Bearings shall be greased or oil lubricated and shall be fitted with the appropriate lubrication fittings and accessories. 5. Rating: Motors shall be rated for continuous duty at 100% of rated capacity and temperature rise shall be based on an ambient temperature of 40 degrees C. 6. Polyphase Motors: Polyphase motors shall be Type A NEMA Design B, drip proof, squirrel cage, induction motors with Class B, F or H insulation system. Polyphase motors shall be wound for 460 volt and may be single- voltage type. See 15010 paragraph 1.18 e. 7. Single -phase motors shall be drip proof, capacitor -start type, wound for 120 volts, 60 cycle alternating current and may be either single or dual voltage type. In lieu of capacitor -start type, 1/6 HP and smaller motors may be split -phase type or other types as recommended by the manufacturer for his equipment. 8. Motor Construction: Heavy -duty cast -iron or heavy -gauge steel. All motors shall have copper windings. 9. Motor Protection: Where motor starters are furnished by manufacturer as an integral part of the mechanical equipment, all motors larger than 10 HP shall be provided with overload protection to protect motor against normal overload conditions and against excessive current resulting from a single- phasing condition. Where conditions exist, resulting in sizing heaters at higher values than the 125% maximum of nameplate current, or where motor protective heater -type relays will not provide protection, a voltage - sensitive, single -phase protective relay shall be provided which will be de- energize motor during a single -phase condition. 10. Electric Wiring for Motors: Wiring is provided by the Division 16 Electrical Contractor. Furnish the exact locations of all electrical connections and complete information on motor controls to the electrician. 15050 PAGE 6 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS y W 2.10 FIRESTOPPING A. Provide approved code complying fire safing in all sleeves 6 U penetrating rated walls, floors and barriers. U 0 B. Integral rated sealed sleeves are acceptable with U.L. or equivalent rating for application made. u_ C. Stuffing and fire stopping insulation: W 0 1. Glass fiber type, non - combustible. Stuffing is to be used only g as a filler material in conjunction with fire caulking where the u_< entire installation is manufacturer tested to meet UL approvals. ❑ p 2.11 IDENTIFICATION = - Z A. Provide identification for the following items. 1- 0 Z1- B. Equipment: ui 1. Identify all new mechanical equipment and devices with laminated U ❑ plastic nameplates, Bakelite or similar material, with white - H letters 1/4" high on black background. Permanently attach 111 nameplates to equipment in conspicuous location. = I- u' O w z 1. All new valves except those valves visible to equipment served shall be tagged with 1 -1/4" diameter brass tags having 1/2" high 0 - numbers. Tags shall be attached to valve stem, not wheel, with Z No. 16 brass jack chain. 2. Provide a complete list of all new valve tag numbers to include location by room number, room name, system, valve type, size and service. Valve tag numbers shall have system identification - i.e.: Chilled Water Valve #1 shall be "CHW -1 ". 3. Manufacturers: Seton Name Plate Corporation, or equal. D. Pipe Markings: 1. Provide pressure sensitive markers footing bold gothic characters printed on OSHA color -coded background to provide unmistakable identification of new pipe contents and direction of fluid flow. 2. Pressure sensitive markers shall be manufactured of durable WDA vinyl film mounted on a liner with an aggressive, self- sticking adhesive for direct application. 3. Markers and arrows shall be placed on all piping located in Mechanical Rooms. 4. Markers and arrows shall be placed on all continuous piping mains located above ceilings at 20 ft. intervals, changes in direction, and floor, wall and ceiling penetrations. 5. Manufacturers: T & B /Westline / Seton Nameplate Corporation. C. Valve Tags: PART 3 EXECUTION APRIL 25, 2003 CONSTRUCTION DOCUMENTS 11. Motors compatible for use with Variable Frequency Drives (VFD) (where applicable): (a) Motor manufacturers shall certify the motor provided is compatible and rated for use with the selected VFD manufacturer. (b) After factory field mounted devices are unacceptable for meeting the VFD compatibility requirements. 2. Manufacturers: Seton Name Plate Corporation #2060 -0, or equal. 15050 PAGE 7 Rod Diameter 3/8" 1/2" 5/8" 3/4" 7/8" 1" Steel Pipe Size 1/4" 2" and 3" 5" 8" larger Maximum Load 7' -0" 9' -0" 11' -0" 14' -0" 17' -0" 20' -0" Max. 650 de • ree F 610 1130 1810 2710 3770 4960 Maximum Steel Pi • e Size 2" 3" 5" 6" 12" 16" MUSEUM OF FLIGHT - LOBBY ADDITION 35507 3.01 HANGERS AND SUPPORTS A. General: SECTION 15050 BASIC MATERIALS AND METHODS 1. Install supports to provide for free expansion of piping. Support all piping from structure using concrete inserts, beam clamps, ceiling plates, wall brackets, or floor stands. Fasten ceiling plates and wall brackets securely to structure and test to demonstrate adequacy of fastening. 2. Metal roof decks shall not be penetrated. Angles or channels shall not be welded to steel joists unless approved by Architect. No pipe riser stacks shall be allowed to bear on horizontal pipe. 3. Select and size building attachments properly in accordance with Manufacturer's Standardization Society (MSS) Standards and manufacturer's published load rating information. 4. Coordinate hanger support installation to properly group piping of all trades. 5. Pipe hangers or supports shall not penetrate vapor barrier materials of cold pipe insulation. Coordinate hanger sizing and installation with Section 15080 for insulation requirements. B. Hanger and Support Spacing: 1. Space pipe hangers and supports in accordance with the following schedule, with exceptions as indicated herein. (note: for Plumbing systems use hanger spacing as indicated in the UPC): 2. Copper pipe and support spacing for copper tubing shall be 6' -0" for tubing 1 -1/4" and under, 8' -0" for 1 -1/2" to 2 -1/2" and 10'- 0" for 3" and larger. 3. For non - metallic pipe, follow the manufacturer's installation recommendations. 4. Cast Iron No -Hub pipe shall be supported as recommended in CISPI Publications "Suggestions for Cast Iron No -Hub Pipe Fittings ". Rod diameter shall be as listed in chart below. 5. Spacing less than indicated above may be required to conform with building structure design and /or loading limitations. C. Hanger Rods: 1. Unless otherwise indicated the minimum size of rods for individual hangers and trapeze support shall be as indicated in the following schedule (note: for Plumbing systems use hanger rod diameters as indicated in the UPC): 3.02 FLANGES, UNIONS AND COUPLINGS APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 8 Up thru 1 -1/2" and 2 -1/2" 4" and 6" and 10" and Steel Pipe Size 1/4" 2" and 3" 5" 8" larger Max. Spacing 7' -0" 9' -0" 11' -0" 14' -0" 17' -0" 20' -0" MUSEUM OF FLIGHT - LOBBY ADDITION 35507 3.01 HANGERS AND SUPPORTS A. General: SECTION 15050 BASIC MATERIALS AND METHODS 1. Install supports to provide for free expansion of piping. Support all piping from structure using concrete inserts, beam clamps, ceiling plates, wall brackets, or floor stands. Fasten ceiling plates and wall brackets securely to structure and test to demonstrate adequacy of fastening. 2. Metal roof decks shall not be penetrated. Angles or channels shall not be welded to steel joists unless approved by Architect. No pipe riser stacks shall be allowed to bear on horizontal pipe. 3. Select and size building attachments properly in accordance with Manufacturer's Standardization Society (MSS) Standards and manufacturer's published load rating information. 4. Coordinate hanger support installation to properly group piping of all trades. 5. Pipe hangers or supports shall not penetrate vapor barrier materials of cold pipe insulation. Coordinate hanger sizing and installation with Section 15080 for insulation requirements. B. Hanger and Support Spacing: 1. Space pipe hangers and supports in accordance with the following schedule, with exceptions as indicated herein. (note: for Plumbing systems use hanger spacing as indicated in the UPC): 2. Copper pipe and support spacing for copper tubing shall be 6' -0" for tubing 1 -1/4" and under, 8' -0" for 1 -1/2" to 2 -1/2" and 10'- 0" for 3" and larger. 3. For non - metallic pipe, follow the manufacturer's installation recommendations. 4. Cast Iron No -Hub pipe shall be supported as recommended in CISPI Publications "Suggestions for Cast Iron No -Hub Pipe Fittings ". Rod diameter shall be as listed in chart below. 5. Spacing less than indicated above may be required to conform with building structure design and /or loading limitations. C. Hanger Rods: 1. Unless otherwise indicated the minimum size of rods for individual hangers and trapeze support shall be as indicated in the following schedule (note: for Plumbing systems use hanger rod diameters as indicated in the UPC): 3.02 FLANGES, UNIONS AND COUPLINGS APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 8 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS A. Provide on discharge side of valves, connections to any apparatus and at all joints where necessary to disconnect equipment or piping for possible repairs. B. Raised face flanges shall be used where possible. C. Flat faced flanges shall be used only where required to match flat faced flanges attached to specific equipment. 3.03 FLEXIBLE PIPE CONNECTIONS AND EXPANSION JOINTS A. Install flexible pipe connectors on pipes connected to equipment supported by vibration isolation and where shown. 3.04 ANCHORS A. Anchors located inside the building shall be firmly secured to the building structure.' B. Locate to permit pipe to expand generally unrestrained in either direction from anchor. 3 05 PIPING INSTALLATION A. All piping shall be arranged to provide maximum amount of access so as to provide for future maintenance. B. Layout: Consider clearances under beams, over windows, etc., to provide maximum headroom and to locations of lines and type of fittings used to obtain clearances. From drawings, ascertain heights of suspended ceilings and size of pipe shafts in which piping is concealed, and location and size of structural members in and adjacent to pipe shafts. Coordinate piping installation with ductwork, lighting and other equipment. If insufficient room is available above suspended ceilings or in vertical shafts, obtain clarification before work is started. C. Installation of Valves: Install valves with stem horizontal or above the horizontal. D. Fabrication: Make all changes in direction with fittings. Piping at equipment shall be supported independently so pipe weight is not supported by equipment. 1. Short Pipe Connections: Close nipples are not permitted. For short pipe connections, use standard short nipples. 2. Flanged Connections: Make up joints with flanged faces true and perpendicular to the centerline of the pipe to which the flanges are attached. Bolts for flanged joints shall be steel square head machine bolts with heavy semi- finished hexagon nuts. Pressure rating of flanges shall match valve or fitting joined. E. Provide the following: 1. Drain piping to spill over open sight drains, floor drains, or other acceptable discharge points. 2. Necessary temporary connections, valves, oversize flushing connections, pumps, etc. as required to properly clean and test systems. F. Welded Joints: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Preparation for welding: Bevel piping on both ends before welding; both ends shall have 1/16 -inch land at bottom of bevel. 15050 PAGE 9 • 1/4 Inch or Tess 1/8 -inch 37 -1/2 Over 1/4 inch Less than 3/4 inch 3/16 -inch 27 -1/2 MUSEUM OF FLIGHT - LOBBY ADDITION 35507 BASIC MATERIALS AND METHODS APRIL 25, 2003 CONSTRUCTION DOCUMENTS Pipe with a 3/4 -inch wall thickness or less shall be beveled to a standard 37 -1/2 degrees. USE THE FOLLOWING WELD SPACING ON ALL BUTT WELDS: NOMINAL PIPE WALL THICKNESS SPACING BEVEL SECTION 15050 2. Weld reinforcement no less than 1/16 inch nor more than 1/8 inch above normal surface of joined sections. Reinforcement crowned at center and taper on each side to surfaces being joined. Exposed surface of weld shall present workmanlike appearance and be free of depressions below surface of joined members. 3. No welding shall be done when temperature of base metal is lower than 0 degrees F. Material to be welded during freezing temperatures shall be made warm and dry before welding is started. Metal shall be "warm to the hand," or approximately 60 degrees F. 4. All welds shall be multipass with thorough chipping between passes. 5. Weld progression shall be downhill per Welding Procedure Specification 1.16. G. Grooved couplings: 1. On systems using galvanized pipe and fittings, fittings shall be galvanized at factory. 2. Before assembly of couplings, lightly coat pipe ends and outside of gaskets with approved lubricant. 3. Pipe grooving in accordance with manufacturer's specifications contained in latest published literature. H. Copper and Brass Piping: 1. Soldered Joints: Pipe cut evenly with cutter, ream to full inside diameter; end of pipe and inside of fitting thoroughly cleaned and polished. Joint uniformly heated, and capillary space completely filled with solder, leaving full bead around entire circumference. (a) Solder for vacuum, compressed air, and gases shall be 95-5 silver solder used with manufacturer's recommended flux for application. Borax and similar paste fluxes shall not be used. 2. Mechanically Formed Tee Connections (a) Mechanically extracted collars shall be formed in a continuous operation consisting of drilling a pilot hole and drawing out the tube surface to form a collar having a height of not less than three times the thickness of the tube wall. The collaring device shall fully adjustable as to insure proper tolerance and complete uniformity of the joint. (b) The branch shall be notched to conform with the inner curve of the run tube and dimpled to insure penetration of the branch tube into the collar is of sufficient depth for brazing and that the branch tube does not obstruct the flow in the 15050 PAGE 10 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS main line tube. Dimples shall be in line with the run of the tube and visible through the braze. (c) All joints shall be brazed as recommended by the Copper Development Association Copper Tube Handbook using Scup series filler metal. Note: Soft soldered joints will not be permitted. 3. Threaded or flanged Valves shall be installed with N.P.T. adapters each side of valve or with flanges if required. 4. Screwed Joints: Use Teflon tape or Teflon liquid dope applied to male threads only. 3.06 PIPE EXPANSION , A. Pipe expansion, unless shown otherwise, is to be absorbed in bends, swing joints, expansion loops, and offsets. All piping mains, branches and runouts shall be installed to allow for free expansion and contraction without developing leaks or undue stressing of pipe. Pre - spring piping during installation. 3.07 PIPE SIZES TO EQUIPMENT A. Pipe sizes indicated shall be carried full size to equipment served. Any change of size to match equipment connection shall be made within one foot of equipment. At temperature control valves with sizes smaller than connected lines, reduction shall be made immediately adjacent to valve. Provide unions or flanges at all connections. 3.08 VALVE INSTALLATION A. Install valves with stems upright or horizontal, not inverted. B. Install ball or gate valves for shut -off and isolating service, to isolate equipment, part of systems, or vertical risers. C. Install globe or angle valves for throttling service and control device or meter bypass. D. Provide spring - loaded check valves as indicated. E. Use plug cocks or butterball valves for gas service. F. Provide drain valves at main shut -off valves, and low points of piping and apparatus. G. Provide NPT flanged or soldered connections on all valves installed in copper piping. H. Remove all non - metallic materials from valves prior to soldering. Re- install per manufacturer's instructions. I. Utilize chain operators at butterfly valves 6" and larger located more than 10 ft. A.F.F. in mechanical rooms. 3.09 SLEEVING INSTALLATION A. Sleeving (when used) shall be of sufficient diameter to accommodate pipe covering. B. Counterflashing: Any piping passing though waterproof roof construction shall be provided with counterflashing, consisting of lead or stainless steel rainhood welded all around to pipe and APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15050 PAGE 11 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15050 35507 BASIC MATERIALS AND METHODS overlapping flashing. Counterflashing will be provided and installed by roofing contractor. C. Insulated Pipe: Sleeve shall be the approximate diameter of the insulated pipe. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15050 PAGE 12 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION PART 1 GENERAL 1.01 SCOPE A. Mechanical system contractor to furnish, install, and adjust all vibration isolation components and materials required to isolate the building structure and occupied spaces from vibrating equipment, piping and ductwork, as specified by this section. 1.02 RELATED DOCUMENTS A. General Provisions of the Contract, and applicable requirements of Division 1 and this Section apply to the work specified in this section. 1.03 RELATED WORK IN OTHER SECTIONS A. Duct lining, sound attenuators, and flexible duct connections, where required, are described in Section 15800, "Air Distribution System ", of the specifications. B. See Section 15825 and Section 15955 for additional requirements. 1.04 SUBMITTALS A. Installing contractor to submit complete product data to the architect in accordance with the General Provisions of the Specifications before any materials are delivered to the job site. B. Submit product data to the Mechanical Engineer as described herein. C. Submit the following information to the Mechanical Engineer so that isolator mount selections can be checked for compliance with the specifications: 1. Shop drawings showing number, sizes, placement and type of isolators, seismic snubbers, and total base mass (weight) if it is a concrete inertia base. 2. Calculations showing the weight distribution on isolators. 3. Equipment operating speed. 4. When equipment bases are provided by manufacturers, submit calculations verifying factory base stiffness as equal or equivalent to stiffness of base specified in isolation schedule. 5. Isolator schedule list to show size, type, load, and static deflection of each isolator. 6. Number and color code each isolator to show its location. 7. On the plans, mark the code numbers and colors on each isolator and on each base to ensure that the contractor will place them in the proper locations. 8. Specify the isolator adjustment procedures for setting and adjusting the isolation devices so that the isolator mount selections can be checked for compliance with the specification. 1.05 EQUIPMENT VIBRATION ISOLATION A. Isolation work to include, but not necessarily be limited to, the following: 1. Supported isolation of motor - driven equipment. 2. Inertia base frames in conjunction with isolation. 3. Isolation support of air - handling housings. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15071 PAGE 1 MUSEUM OF FLIGHT -- LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION 4. Isolation support of piping, piping risers, and ductwork. 5. Penetration isolation of pipes and ductwork through walls, floors or ceilings. 6. Flexible connections of ductwork and piping to equipment. B. Each piece of rotating equipment must meet a reasonable criterion for maximum vibration levels at each bearing, while in operation. The criteria for varying operating speeds are given as follows: 1. Rotating equipment operating peak vibration velocities must not exceed 0.08 in /sec. 1.06 ACCEPTABLE MANUFACTURERS A. Amber Booth B. Mason Industries, Inc. C. Kinetics Corporation D. Approved equal, meeting all of the conditions and requirements specified herein. 1.07 MANUFACTURERS RESPONSIBILITY A. Adequately restrain all equipment, piping, and ductwork to resist seismic forces. Design and select restraint devices to meet seismic requirements as defined in the latest issue of the Uniform Building Code, and applicable state and local codes in accordance with project area Seismic Zone with a minimum restraint capability of 1.0 g B. In addition, the manufacturer shall have the following responsibilities: 1. Select and furnish vibration isolators which will meet the requirements given on the plans or in the specifications. 2. Provide Engineering drawings, details, supervision, and instruction to assure proper installation and performance. 3. Provide whatever assistance necessary to ensure correct installation and adjustment of the isolators. 1.08 QUALITY ASSURANCE A. Isolators shall operate in the linear portion of their load versus deflection curve. B. The ratio of lateral to vertical stiffness to be not less than 0.9 nor greater than 1.5. PART 2 PRODUCTS 2.01 MATERIALS 1. Furnish load versus deflection curves linear over a deflection range of not less than 50% above the design deflection. A. Where exposed to the atmosphere all steel to be finished with dry powder coating for corrosion protection; hardware (bolts and capscrews) to be Zinc electroplated; springs to be dry powder coated. 2.02 SPRINGS APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15071 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION 2.03 BASES A. Type S -1: Spring Seismic Restraint to incorporate the following: 1. Spring isolator designed to resiliently resist seismic forces in all directions. 2. Snubbing in all modes with adjustment to limit upward, downward, and horizontal travel to a maximum rating of 1.0 g. 3. Leveling bolts that must be rigidly bolted to the equipment with height- saving brackets. 4. 1/4" neoprene waffle pad bonded to bottom of baseplate. 5. Attach baseplate screws using neoprene bushings and washers. 6. Spring diameters not less than 0.8 of the compressed height of the spring at rated load. 7. A minimum additional travel to solid equal to 50% of the rated deflection. 8. Mounting ports for spring inspection. 9. Mount shall have an anchorage Preapproval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. 10. Model SSLFH (Mason). 11. Model FYS (Kinetics). B. Type S -2: Spring isolator to incorporate the following: 1. Spring isolator designed to be free- standing and laterally stable. 2. 1/4" thick neoprene acoustical friction pads between the baseplate and the support, and between top plate and equipment. 3. Attach baseplate screws using neoprene bushings and washers (Type WB -1). 4. Spring housing that includes vertical limit stops to prevent spring extension when weight is removed. 5. Limit stops to be out of contact during normal operations. 6. Maintain a minimum clearance of 1/2" around the restraining bolts, and between the housing and the spring so as not to interfere with the spring action. 7. Leveling bolts that must be rigidly bolted to the equipment. 8. Spring diameters not less than 0.8 of the compressed height of the spring at rated load. 9. Spring's minimum additional travel to solid is equal to 50% of the rated deflection. 10. Mark all isolators to show their undeflected height or verify proper isolation after installation. 11. All isolators for a single piece of equipment shall have approximately equal deflection. 12. All equipment shall be mounted level. 13. Model SLR (Mason). 14. Model FLS (Kinetics). A. Type B -1: Integral Structural Steel Base 1. Structural steel support members, with welded -on isolator support brackets and pre- located and drilled anchor bolt holes, supplied by the equipment manufacturer with the equipment. 2. Structural steel base manufactured of WF beams of minimum section depth equal to 8% of the longest span between support isolators, as indicated on the drawings. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15071 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION 3. Structural steel base sizes and shapes as required for equipment to be supported. 4. Isolator support brackets welded to the structural beam base to provide the lowest possible mounting height of supported equipment. 5. Structural steel base to provide a rigid, distortion free mounting base for supported equipment, which allows no excessive Z differential motion between driving or driven equipment components. • w re 6. Isolation materials manufacturer to coordinate the isolator locations for each piece of equipment as required. U 7. Model WF (Mason). U 0 co 2.04 HANGERS J H A. Type H-1: • u - W 0 } 1. Hangers to consist of a combination of a steel spring and a 2 fiberglass or neoprene isolator placed in series and encased in a g ?- - welded steel bracket. u-< 2. Minimum operating static deflections as tabulated in the = isolation schedule. 3. Designed to carry five (5) times overload without failure. Z 4. Minimum additional travel to solid equal to 50% of the rated Z O deflection. W W 5. Allow up to fifteen (15) degrees of rod misalignment without ? metal -to -metal contact or other short circuit. U 6. Model 30N (Mason). 0 7. Model SRH (Kinetics) . 8. Model BSRA (Amber Booth) . f , ... = U H � u' 1. Hangers to consist of a neoprene -in -shear or fiberglass isolator U encased in a welded steel bracket. 1 2. Hangers to have a minimum operating static deflection of 0.25 ". 0 (a) Model HD (Mason). Z B. Type H -2: 2.05 SEISMIC SNUBBERS A. General APRIL 25, 2003 CONSTRUCTION DOCUMENTS (b) Model FH (Kinetics). 1. Provide restraints capable of safely accepting external forces as defined in latest issue of UBC and applicable state and local codes without failure, to maintain equipment, piping, duct, and variable volume boxes and fan coil units in a captive position. 2. Restraints must not short circuit vibration isolation systems or transmit objectionable vibration or noise. 3. All seismic mounts shall have an anchorage Preapproval "R" Number from QSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. 4. Submit calculations by registered Structural Engineer to verify snubber capacities. (a) Type E -1: Seismic Restraint to incorporate the following: i. Interlocking steel member restrained by shock absorbent rubber materials compounded to bridge - bearing specifications as tabulated in ASTM D -676, ASTM D -412, ASTM D -573, ASTM D -1149, and ASTM D -395. 15071 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION 2.06 MISCELLANEOUS SUPPORT A. Type IP -1: Neoprene and cork sandwich pad to incorporate the following: 1. Manufactured of a layer of 1/2" thick cork sandwiched between two layers of 1/4" thick neoprene. 2. Sized to limit surface pressure to 45 psi. 3. Where bolts are used to secure equipment, isolate bolts from equipment with neoprene washers and grommets. Allow no metal -to- metal contact between bolt and equipment. 4. Model NK (Mason). 5. Model NRC(Amber Booth). B. Type IP -1S: Neoprene and cork sandwich pad described in Type IP -1 and to incorporate the following: 1. Steel mounting plate attached to top of pad. 2. Mounting holes for mounting equipment located, sized, and threaded by equipment manufacturer. 3. Model NKM (Mason). 4. Model SP -NRC (Amber Booth). C. Type WB -1: Neoprene washers and bushings to incorporate the following: 1. Manufactured of multiple layer of neoprene impregnated duck. APRIL 25, 2003 CONSTRUCTION DOCUMENTS ii. Replaceable elastomeric materials with minimum thickness of 1/2 ". iii. Air gap between hard and resilient material between 1/8" and 1/4 ". iv. Size numbers of locations of snubbers so to not exceed snubber load rating. Minimum of four snubbers required. v. Model Z -1225 (Mason). vi. Model RGN (Kinetics). (b) Type E -2: Seismic Restraint to incorporate the following: i. Interlocking steel member restrained by shock absorbent rubber materials to bridge heavy specifications as tabulated by ASTM D -676, ASTM D -412, ASTM D -573, ASTM D- 1149, and ASTM D -395. ii. Replaceable elastomeric materials with minimum thickness of 3/4 ". iii. Air gap between hard and resilient material between 1/8" and 1/4 ". iv. Size numbers of locations of snubbers so to not exceed snubber load rating. Minimum of four snubbers required. v. Model Z -1011 (Mason). (c) Type E -3: Seismic Restraint Metal Cable to incorporate the following: i. Stainless steel aircraft cables and steel U -bolt clips. ii. Attach to equipment frame and to structure with steel angle clips. iii. Install with enough slack to allow proper functioning of vibration isolators during normal operation and to become tight and restrict excessive motion from seismic input. iv. A maximum cable restraint spacing per SMACNA and jurisdiction requirements for ductwork and piping. v. Model SSB (Mason). 15071 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION 2.07 FLEXIBLE CONNECTORS A. Type F -1 1. Manufactured of flexible neoprene fabric. 2. Model "Ventglass" (Vent Fabrics, Chicago). 3. Model NFN, NF6N Duro- Dyne). B. Neoprene, Type P -1 1. Manufactured of multiple plies of nylon tire cord fabric and neoprene both molded and cured in hydraulic rubber presses. 2. No steel wire, metal braiding, or rings as pressure reinforcement. 3. Straight connectors to have two sphere cross- section. 4. Elbows to have single sphere cross - section forming the corner of the joint. 5. Connectors 2 -1/2" diameter may have threaded ends. 6. Connectors 2 -1/2" diameter and larger to have floating steel flanges recessed to lock the connector's raised face neoprene flanges. 7. Install hoses on the equipment side of the shut -off valves. 8. Rated at a minimum of 150 psi @ 220 degrees F. 9. Connect flanged equipment directly to neoprene elbows in the size range 2 -1/2" through 6" or any larger available size if the piping makes a 90 degree turn at the equipment. 10. Connect straight through connections with either flanged or screwed twin - spheres properly pre - extended as recommended by the manufacturer to prevent additional elongation under pressure. 11. Employ control cables with end fittings isolated from the anchoring plated by means of washer bushings designed for a maximum of 1000 psi for sizes 8" and larger operating at pressures above 100 psi. 12. Model MFNEC, •METFU, or MFTNC (Mason). 13. Control Assemblies. 14. Model ACC (Mason). PART 3 EXECUTION 3.01 GENERAL 2. Washer thickness of 1/4" and maximum loading not to exceed 1000 psi. 3. Bushings to consist of neoprene impregnated duck tube. 4. Use such that bolt -to- equipment direct contact is eliminated. 5. Model HLIW (washer) (Mason). 6. Model HLIB (Bushing) (Mason). A. Install isolation systems (isolators, bases, and related hardware) in accordance with the manufacturer's written Installation Instructions. B. Vibration isolators must not cause any change in position of equipment or piping resulting in piping stresses or misalignment. C. Align isolator rods to clear the isolator box. D. Isolated equipment must float freely on springs when put into motion by an observer. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15071 PAGE 6 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15071 35507 NOISE AND VIBRATION E. Isolate mechanical equipment from the building structure by means of vibration isolators as scheduled herein or on the Drawings. F. Coordinate piping supports with equipment supports to maintain uniformly efficient isolation, expansion and contraction, without creating excessive stresses at any equipment connection or in any portion of the piping. G. Suspend isolators with the isolator hanger box attached to, or hung as close as possible to, the structure. 3.02 MISCELLANEOUS A. All equipment, ductwork, or piping within mechanical rooms or areas, not isolated via spring isolators given above, shall be separated from contact with the structure via Isolation Pad Type F, plus isolated washers and bushings Type H, if equipment is bolted to structure. B. Bases specified in the schedule can be supplied by the manufacturer of the equipment if they meet the specifications given herein. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15071 PAGE 7 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15080 35507 MECHANICAL INSULATION PART 1 GENERAL 1.01 SCOPE OF WORK A. The work included in this section consists of furnishing all labor, materials, accessories, and equipment necessary for the insulation of all plumbing heating and air conditioning systems, sprinkler pipe (where necessary), heat traced piping, and mechanical equipment. Work shall be completed in strict accordance with this section and applicable Contract Documents. B. Where portions of work within the Division 15 scope are provided by separate contractors (e.g. plumbing, piping, HVAC and fire protection) the insulation contractor shall bid the portion of work to the responsible contractor. 1.02 GENERAL A. All insulation shall be applied in a workmanlike manner by skilled workmen regularly engaged in this type of work. All materials shall be applied in strict accordance with manufacturer's recommendations. Insulation shall be applied to clean and dry surfaces after tests and approvals required by the Contract Documents have been completed. B. All surface finishes shall be extended in such a manner as to protect all raw edges, ends and surfaces of insulation. C. All pipe insulation shall be continuous through walls, ceiling or floor openings, or sleeves; except where firestop or firesafing materials are required or indicated. 1.03 SURFACE BURNING CHARACTERISTICS A. All insulation shall have composite surface burning characteristic ratings as tested by ASTM E 84, UL 723, or NFPA 255 not exceeding: 1. Flame Spread 25 2. Smoke Developed 50 B. Composite shall include insulation, jacketing and adhesive used to secure jacketing or facing. All accessory items such as PVC jacketing and fittings, adhesive, mastic, cement, tape and cloth shall have the same component ratings as specified above. C. Manufacturer: Knauf, Owens /Corning, CertainTeed, JohnsManville or approved equal. PART 2 PRODUCTS 2.01 COLD PIPING A. Cold piping shall include refrigerant suction (RS), domestic cold water (CW), chilled water (CHS & CHR), indoor condenser and glycol water make -up water, condensate, roof drain leaders (RWL), and overflow drain leaders (ORL). B. Material shall be heavy density pipe insulation with ASJ /SSL. Insulation shall be molded one piece, with a thermal conductivity of at least 0.23 BTU in. /hr- sq.ft. -deg.F at 75 degrees F. mean temperature. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15080 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15080 35507 MECHANICAL INSULATION C. Insulation thickness shall conform to those recommended by ASHRAE 90A -1980 and Washington State Energy Code unless otherwise specified. See Piping Insulation Thickness Table, Part Three of this section. D. Application: 1. Piping: All ends shall be firmly butted and secured with SSL butt strips. Exposed end of pipe insulation shall be sealed with vapor retardant mastic at all fittings and valves. 2. Fittings and Valves: (a) All fittings shall be insulated with preformed fiberglass fittings, mitered sections of pipe insulation or fiberglass blanket. Insulation shall be of equal thickness to the adjacent pipe insulation. (b) Fittings shall be further finished by applying approved PVC fitting covers; securing and sealing all joints with vapor retardant mastic following manufacturer's recommended application procedures. All circumferential edges shall be further sealed by an overlap of at least 2" onto adjacent pipe insulation using PVC tape or ASJ /SSL butt strip material. (c) Valves shall be insulated. E. Insulate all roof and overflow drain bodies and risers immediately connected to drain bodies. Insulate all horizontal runs of RWL piping within building interior. Insulate the first 10 ft. of horizontal ORL. (RWL and ORL piping installed in spaces at outdoor air temperatures do not need to be insulated). F. 2.02 METAL COVERING A. Exposed pipe finished with insulation below 7' -0" AFF located in areas other than Mechanical Rooms, Pump Rooms or enclosed pipe chase shall have a metal jacket, installed tightly over the insulation. The overlap shall be returned under and fastened with sheet metal screws on 6 -inch centers, rotate overlap and concealed next to wall as much as possible. The jacket shall be not less than 0.032 gauge half -hard temper aluminum. In kitchen and other wet areas, jackets shall be of 18 -gauge stainless steel. 2.03 SLEEVED PENETRATIONS A. Where insulation through sleeves is to be discontinuous delete the normal pipe insulation for the length of the sleeve and finish off neatly against the sleeve packing. For cold piping, flare the vapor barrier and tape to the building construction on both sides of the sleeve with waterproof tape to maintain the integrity of the vapor barrier. At raised or extended sleeves, lap the vapor barrier over the sleeve and tape down. Fold the vapor barrier for pipe movement due to expansion. 2.04 THERMAL DUCT INSULATION A. Conditioned air, shall consist of air that is cooled; heated; or humidified. Both medium pressure supply and outside air intake ductwork shall be insulated, except where noted otherwise. B. Concealed Conditioned Air Ductwork - Rectangular and Round: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15080 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15080 35507 MECHANICAL INSULATION 1. Material shall be "Flexible Duct Wrap, with FSK Facing, 3/4# per cubic foot. Facing shall have a maximum vapor transmission rate of .02 perms. 2. Insulation thickness shall be minimum one and one -half inches (1 1/2 "), or as recommended by Washington State Energy Code. All outside air intake ductwork shall be insulated to R -7 (3 ") to the motorized damper. 3. Insulation shall be firmly butted at all joints with a maximum allowable compression of 25 %. All seams shall overlap a minimum of 2" and be finished with appropriate pressure sensitive tape or glass fabric and vapor retardant mastic. Pressure sensitive tapes and glass cloth shall be a minimum 3" wide. 4. For rectangular ducts over 18" wide, duct wrap shall be additionally secured to the bottom of the ductwork with mechanical fasteners on 18" centers to reduce sagging. Washers shall be applied without compressing the insulation. All seams, joints, penetrations, and damage to the facing shall be sealed with vapor retardant mastic. C. Outside Air Ductwork - Unconditioned Spaces 1. Do not insulate where installed in unconditioned spaces exposed to outdoor air temperatures. 2.05 PLUMBING P -TRAPS A. Insulate lavatory P -traps and hot water supply line and other exposed plumbing piping as required by code. 2.06 PIPE HANGER SHIELDS A. Pipe hangar shields, where required, shall be 18 gauge galvanized carbon steel shield sized to accommodate outer diameter of insulation. Shield shall be 6" long. Where rolling supports are installed, shield shall be min. 12" long and attached to insulation at both ends. 2.07 PIPE INSULATION INSERTS A. 360 degree Calcium silicate rigid insulation insert of equal thickness to adjacent insulation. Insert shall be min. 8" long. Where rolling supports are installed, insert shall be min. 14" long. B. Manufacturer: Insul -Therm Thermal - Shield Model lA or approved equal. 2.08 SEE DRAWINGS FOR OTHER INSULATION REQUIREMENTS. PART 3 EXECUTION 3.01 MINIMUM INSULATION THICKNESS TABLE: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15080 PAGE 3 HVAC Minimum Pipe Insulation (inches) Fluid Design Operating Temp. Range, °F Insulation Conductivity Nominal Pipe Diameter (in.) Conductivity Range Btu • in. /(h•ft2• °F) Mean Rating Temp. °F Runouts up to 2 ** 1 and less >1 to 2 >2 to 4 >4 to 6 > 6 Hot systems (Defined in Article Nominal Insulation Thickness Above 350 0.32 -0.34 250 1.5 2.5 2.5 3 3.5 3.5 251 -350 0.29 -0.31 200 1.5 2 2.5 2.5 3.5 3.5 201 -250 0.27 -0.30 150 1 1.5 1.5 2 2 3.5 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 105 -140 0.24 -0,28 100 0.5 1 1 1 1.5 1.5 Domestic and Service Hot Water Systems (Defined in Article 2.02) 105 and Greater 0.24 -0.28 100 0.5 1 1 1.5 1.5 1.5 Cold Systems (Defined in Article 2.01) 40 -55 0.23 -0.27 75 1 1 1 1 1 1 Below 40 0.23-0.27 75 1 1 1.5 1.5 1.5 1.5 MUSEUM OF FLIGHT - LOBBY ADDITION 35507 MECHANICAL INSULATION * * 3.02 ACCESS A. HVAC AND PLUMBING For piping in unheated areas exposed to ambient temperatures, increase thickness by a minimum 0.5 inch. Runouts to individual terminal units not exceeding 12 ft. in length. * ** Generator muffler and exhaust insulation shall be 2 inches thick for all sizes. * * ** Domestic Cold Water within building insulation envelope: All 1/2 ". * * * ** Rainwater Leader and Overflow Drains: per 2.1.E: All 1 ". A. Provide access to the following system elements: 1. Nameplates. 2. Duct volume dampers. 3. Balancing valve adjusters and ports. 4. Unions. 5. Instrumentation. 6. Pressure - temperature fittings (Pete's Plugs). 7. Any other similar device requiring ready access for adjustment, reading or control. 8. Access doors. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION SECTION 15080 B. If access is required to be covered to prevent excess condensation, provide highly visible labeling of what is behind removable cover. 15080 PAGE 4 Correction to Octave Band Sound Power Value 2 3 4 5 6 7 Env. Ad' -3 -2 -1 -1 -1 -1 Mineral Fiber Ceiling tile -8 -8 -8 -10 -10 -14 Space Effect Factor -10 -11 -12 -13 -13 -14 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15757 35507 SELF - CONTAINED INTEGRAL AIR - COOLED UNITS PART 1 GENERAL 1.01 SCOPE OF WORK: A. Provide a unit of size and capacity as scheduled on the drawings. B. Units shall be completely factory assembled and tested and shipped as one piece except where noted. C. All coils shall be certified and tagged with an ARI 410 label. D. Units shall be ETL or UL listed. 1.02 REFERENCES: A. NFPA 90 A, B. B. ARI 270 - Standards for Acoustical Testing. C. National Electric Code D. UL or ETL Listing 1.03 SUBMITTALS: A. Submit shop drawings and product data indicating configuration, general assembly, and materials used in fabrication for Self - Contained Integral Air - Cooled Units. Include catalog performance ratings indicating air flow, static pressure, and radiated sound power levels (2nd through 7th octave bands) at design maximum operating conditions. Also submit Radiated Sound NC values. Values shall be calculated at design conditions with the following path attenuation credits: APRIL 25, 2003 CONSTRUCTION DOCUMENTS PART 2 PRODUCTS 2.01 CONSTRUCTION A. Units shall be fabricated of 24 -gage steel. B. Exterior panels shall be 1" double wall, foamed panels. C. Units shall have minimum 1" duct collars on discharge and return. D. The access panel shall be fully insulated and attached with alien head fasteners for easy removal. No coil or drain piping or electrical connections shall pass through any access panel. E. Unit shall be furnished with an insulated (internal or external), positively sloped one -piece heavy gauge galvanized steel drain pan with welded corner construction. Externally insulated drain pans 15757 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15757 35507 SELF- CONTAINED INTEGRAL AIR - COOLED UNITS 2.02 FAN AND MOTOR ASSEMBLY 2.03 COILS shall be double walled constructed; internally insulated drain pans shall be closed cell insulation with no less than a 25/30 Fire Hazard Classification per UL 723 and a 0, no growth, Antimicrobial Performance rating per ASTM G -21. All interior galvanized steel drain pan surfaces shall be coated. Drain pans shall be removable and reversible. A. Unit fan shall be a dynamically balanced, forward curved, double width, double inlet, scroll centrifugal type constructed of zinc coated galvanized steel for corrosion resistance. Motors shall be high efficiency, permanently lubricated sleeve bearing, permanent split capacitor type with UL and CSA listed automatic reset thermal overload protection and three separate horsepower taps. B. The fan assembly shall be easily removable for servicing the motor and blower at or away from the unit. Plenum unit fan assemblies shall be easily serviced through an access panel provided. A. Coils shall be 1/2" O.D. seamless copper tubes with collared and corrugated aluminum fins. All tubes shall be mechanically expanded to provide an efficient bond between tube and fin. All water coils shall be provided with a manual air vent fitting to allow for coil venting. B. Coils shall be hydrostatically tested with air under water at 350 prig minimum pressure. 2.04 FILTER RACK ASSEMBLY A. Unit shall have a flat filter rack suitable for 2" nominal standard sized filters. 2.05 ELECTRICAL CONTROL A. The unit fan motor shall be completely factory wired to an external electrical enclosure. Each unit shall include fan motor operating control with 24 volt control voltage. Each unit shall include motor circuit fusing, control circuit transformer with fusing and terminal strip for connection of field wiring. B. A main incoming power disconnect shall be factory furnished and wired by the unit manufacturer for single point power connection. 2.06 MANUFACTURERS A. Trane or approved equal. PART 3 EXECUTION 3.01 EXAMINATION: A. Verify that surfaces are ready to receive work and opening dimensions are as indicated on shop drawings. B. Verify that required utilities are available, in proper location, and ready for use. 3.02 INSTALLATION: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15757 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15757 35507 SELF- CONTAINED INTEGRAL AIR - COOLED UNITS A. Install in accordance with manufacturer's instructions. B. Furnish copy of manufacturer's wiring diagram submittal. Verify that electrical wiring installation is in accordance with manufacturer's submittals and installation requirements of Division 16 C. Mechanical Contractor shall furnish and install external vibration isolation except when internally isolated. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15757 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15765 35507 ELECTRIC DUCT HEATERS PART 1 GENERAL 1.01 GENERAL: A. The work included in this section consists of furnishing all labor, materials, accessories and equipment necessary for the installation of the electric duct heater. Work shall be completed in strict accordance with this section and applicable contract documents. 1.02 RELATED WORK: A. Section 15050 - Basic Materials and Methods B. Section 15080 - Insulation C. Section 15800 - Air Distribution PART 2 PRODUCTS 2.01 ELECTRIC DUCT HEATER: A. Electric heaters shall be of the size, type, and capacity as shown on the schedule. B. Heaters shall be U.L. /A.R.L. listed for zero clearance installations and shall meet the requirements of the National Electric code and U.L. 1995. C. Elements shall be of high grade nickel - chromium wire supported in a ceramic steatite floating bushing, cross supports shall be galvanized steel spaced no more than four inches apart on center. D. Heater frames and terminal boxes shall be a minimum 20 gauge galvanized steel. Terminal boxes shall include a false bottom and hinged latching cover. E. Each heater shall be furnished with primary and secondary over temperature safety devices, serviceable through the terminal box without removing the heater from the duct work. The primary device shall be disc type automatic reset that will de- energize the control circuit upon over heating. The secondary device shall be a disc type manual reset connected to the power lines which will open the circuit and de- energize the heating elements should the primary device fail. F. Terminal blocks shall be provided for all field wiring and shall be sized 125% above the connected load. G. Over current protection shall be provided for all heaters with a total load over 48 amps. H. Heaters shall be furnished with all necessary components to conform with the schedule. I. Each heater shall be furnished with a wiring diagram affixed to the inside of the hinged latching cover. J. Manufacturer: Tutco or approved equal. PART 3 EXECUTION 3.01 INSTALLATION: A. Install in accordance with manufacturer's instructions. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15765 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15765 35507 ELECTRIC DUCT HEATERS 3.02 START -UP AND OPERATION: A. Mechanical Contractor shall provide check out and start up in accordance with manufacturer's recommendations and requirements. B. Provide notice to local Manufacturer's representative and the Mechanical Engineer one week prior to start up. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15765 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15800 35507 AIR DISTRIBUTION PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. Work in this section pertains to the following: 1. Duct construction and installation standards. 2. Installation standards for rectangular ducts using flexible liner 3. Flexible duct installation standards. 4. Casing and plenum construction standards. 5. Fibrous glass ductwork. 6. Dampers. 7. Filters. 8. Miscellaneous accessories and equipment. 9. Grilles, Registers, and Diffusers. 1.02 DEFINITIONS: A. Duct sizes: Duct sizes on drawings are inside clear dimensions. For lined ducts, maintain sizes inside lining. 1.03 REGULATORY REQUIREMENTS A. Construct ductwork to the latest edition of SMACNA standards and recommendations of manufacturer of sheet metal shop equipment. PART 2 PRODUCTS 2.01 FLEXIBLE DUCT A. Flexible duct, including connectors, shall comply with UL 181, Class I, and NFPA 90A. B. High Velocity Flexible Ducts: 1. Manufacturer: Thermaflex GKM, or approved equal. 2. Maximum length: 5' -0" long. C. Low Velocity Flexible Ducts: 1. Manufacturer: Thermaflex GKM, or approved equal. 2. Maximum length: 10' -0" long. 2.02 DUCT BOARD A. Manufacturer: 1. Johns Manville "SuperDuct" or approved equal. 2.03 FLEXIBLE CONNECTORS A. Provide flexible connectors between fans and ducts or casings, fans and plenums, where ducts are of dissimilar metals, and as indicated or where required. B. Connectors shall be made of nylon vinyl coated fabric weighing approximately 22 oz. per square yard. Materials shall be UL labeled, Type 1. For rectangular ducts, the flexible connections locked to metal collars shall be installed using normal duct construction standards and according to SMACNA. C. Manufacturer: Duro Dyne Excelon or approved equal. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15800 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15800 35507 AIR DISTRIBUTION 2.04 FIRE DAMPERS A. Provide proper UL rating to meet code requirements for the type of wall in which the damper is being installed, rated to UL 555 except where indicated. Damper shall be complete with frame and through - wall sleeve as required. B. All dampers shall be UL approved., with UL label. Clear opening inside duct shall be at least 90 percent. C. Damper and assembly shall comply with construction requirements in local building code, NFPA 90A, and installed per manufacturer's recommendation. D. Provide access openings in ducts as necessary to reach dampers and to replace fusible links; size access doors where necessary to partly enter duct to reset damper and to reach and replace fusible link. Access doors must be hinged or sliding per UMC. E. Manufacturer: Cesco, Greenheck, Ruskin or approved equal. 2.05 TURNING VANES A. Vanes shall be constructed of galvanized steel and formed to assure equidistant from the same point on an adjacent blade. B. Vanes shall be 2" hollow blade mounted on mating vane rail. C. Unit shall be screwed, riveted or spot welded into the duct wall. D. Manufacturers: SMC, Duro Dyne, or approved equal. 2.06 GRILLES, REGISTERS AND DIFFUSERS A. Provide grilles, registers and diffusers as indicated on drawings. B. Grilles and Diffusers: Manufacturer: Titus, Kees, or approved equal. C. Registers: Manufacturer: Titus or approved equal with Reliable opposed blade dampers. 2.07 AIR FILTERS (DISPOSABLE TYPE) A. Throwaway Filters: 1. Manufacturer: Farr Company, 30% efficiency type, American Air Filter, Cambridge or approved equal. 2.08 VOLUME DAMPERS A. Provide where indicated on the drawings and as follows: 1. In the branch duct to: (a) Each supply diffuser or register. (b) Each ducted return grille or exhaust. 2. Manufacturer: Greenheck or contractor shop fabricated per SMACNA or approved equal. 2.09 BACK DAMPERS A. Provide where indicated and as follows: 1. At discharge point of exhaust systems. B. Manufacturer: Greenheck, Ruskin or approved equal APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15800 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15800 35507 AIR DISTRIBUTION 2.10 LOUVERS A. Provided by General contractor. B. Manufacturer: Greenheck or approved equal. 2.11 SOUND ATTENUATORS A. Provide where indicated. B. Manufacturers: 1. IAC or approved equal. 2.12 DUCT LINING A. All duct lining should be suitable for 2,000 fpm per SMACNA standards. 1. Rectangular (a) Permacote Linacoustic or approved equal. 2. Round (a) Spiracoustic or approved equal. 2.13 BAROMETRIC RELIEF DAMPERS A. Provide where indicated. B. Manufacturer: Greenheck BR -30, Ruskin CBD -2 or approved equal. 2.14 COMBINATION FIRE /SMOKE DAMPERS A. Dynamic fire /smoke damper shall bear the proper UL fire rating to meet the code requirements for the type of wall in which it is installed, under UL Standard 555, and shall further be qualified under UL 555S as a leakage rated damper for use in smoke control systems. Each damper shall bear UL labels attesting to these qualifications, awarded in accordance with established UL labeling procedures. B. Each fire /smoke damper shall be furnished with a 120 volt electric damper actuator and electrical end - switch position indicators. Wiring and fire alarm interface by Division 16 Building Fire Alarm Contractor. C. Coordinate with McKinstry construction to determine the required sleeve thickness for this project. D. Provide an air -foil blade design for all medium pressure supply duct exits from shafts. E. Manufactures: Ruskin, Greenheck (FSD -212 (standard), FSD -311 (air- foil), or FSD -231 (for 3 hour walls)), Air Balance or approved equal. PART 3 EXECUTION 3.01 CLARIFICATION OF DUCT SYSTEMS PRESSURE CLASSIFICATION A. 1 -inch w.g. class shall include the following: 1. Supply ductwork from the terminal units to the room outlets in the supply system. 2. Galvanized steel ductwork portions of combined air exhaust system. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15800 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION 35507 SECTION 15800 AIR DISTRIBUTION 3. Intake airside of supply air, fan and make -up air unit. 4. All exhaust, return, and transfer ductwork. 5. Return and supply duct for fan coil units. B. 2 -inch w.g. class shall include the following: 1. Supply ductwork from the shaft to VAV terminal inlets. 2. Other supply ductwork not specified to by 4 -inch W.G. C. 4 -inch W.G. class shall include the following: 1. Medium pressure shaft ductwork. 3.02 FIBROUS GLASS DUCTWORK A. Provide in the following locations: 1. Discharge side of VAV terminals except where noted otherwise. B. Fabricate and install in accordance with SMACNA Fibrous Glass Duct Construction Standards, except as indicated. C. Manufacturer: Knauf or approved equal. 3.03 INTERIOR DUCT LINING: A. Provide 1" lining at locations indicated. Thickness shall be one inch (1 ") minimum unless otherwise indicated. 1. For lined supply or return ducts above the ceiling for a ducted return system, provide 2" minimum or wrapped as noted on drawings. 2. Outside air intake ducts shall be 2" minimum or wrapped as noted on drawings. B. Material shall offer optimum combination of efficient sound absorption, low thermal conductivity and minimal surface friction characteristics for systems operating at temperatures up to 250 degrees F. and velocities up to 6400 FPM. C. Fabrication shall be in compliance with the latest edition of SMACNA's "Duct Liner Application Standard" Manual. D. The black coated surface of the liner shall face the air stream. E. Mechanical fasteners shall not compress the liner more than 1/4" and shall be installed perpendicular to the mat surface. All fasteners must meet "Standard for Mechanical Fasteners MF -1- 1975." F. Adhesives shall be applied to the sheet metal with 100% coverage. G. All internal duct areas designated to be lined shall be completely covered with liner. Transverse joints shall be firmly butted with no gaps, and coated with adhesive. All exposed leading edges shall be coated with adhesive. H. Mechanical fasteners shall be used to secure the duct liner and spaced in accordance with SMACNA "duct Liner Application Standard." I. Longitudinal corner joints shall be overlapped and compressed. J. For velocities from 2001 to 4000 FPM, all longitudinal joints shall be coated with adhesive. K. For velocities from 4001 to 6400 FPM, metal nosing shall be applied to secure the duct liner at all upstream transverse edges. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15800 PAGE 4 Z W w 00 N o U) W J1— N u. W 2 J lL j d ZI- MI La ON O F- W � I: O W Z MUSEUM OF FLIGHT -• LOBBY ADDITION SECTION 15800 35507 AIR DISTRIBUTION L. All damaged areas to the air stream surface shall be repaired with adhesive. 3.04 DUCT CONSTRUCTION AND INSTALLATION - METAL AND FLEXIBLE J. Each duct system shall be constructed for its specific duct pressure classification. Where no specific duct pressure class designations are provided, contact the mechanical engineer prior to detailing or fabricating ductwork. B. Seal ducts according to SMACNA and the Washington State Energy Code. Where a seal class has not been indicated, contact the Mechanical Engineer prior to detailing or fabricating ductwork. C. Rigid round, rectangular and flat oval metal ducts shall be installed with support systems per SMACNA standards. D. Provide 1" soundlining for all 1/2 inch class supply, return and transfer ductwork of heated or cooled air systems (unless specified to be ductboard), where noted on drawings. E. Flexible ductwork may be used for connection to return and exhaust grilles. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15800 PAGE 5 • MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15825 35507 AIR MOVING EQUIPMENT PART 1 GENERAL 1.01 SCOPE OF WORK A. All equipment indicated and hereinafter specified shall be completely installed and connected so as to make a fully operating system. To accomplish this, the Contractor shall furnish all materials, equipment and labor necessary and required as indicated. 1.02 DESCRIPTION OF THE WORK. A. See equipment schedules for specific equipment requirement. 1.03 SUBMITTAL DATA. A. Product data shall include the following where applicable; dimensions, weights, capacities, certifications, component performance, electrical characteristics, casing construction details, wiring interconnections, gauges and finishes of materials. B. Provide all technical information relevant to the product being provided, including but not limited to all the information shown in the specification and in the equipment schedule. C. Provide fan curves (not fan tables), with specified operating point clearly plotted. D. Submit inlet, outlet and radiated sound power levels for equipment at rated capacity. E. Submit electrical requirements for power supply wiring including wiring diagrams for interlock and control wiring, clearly indicating factory - installed and field installed wiring. 1.04 OPERATION AND MAINTENANCE DATA A. See Section 15980 for O &M requirements. PART 2 PRODUCTS 2.01 AIR MOVING EQUIPMENT - GENERAL REQUIREMENTS A. Criteria: B. Safety provisions for power transmission equipment and nonducted fan inlets and outlets shall include guards and screens, unless other provisions are required, and constructed in accordance with applicable provisions of ANSI B15.1, the recommendations of the National Safety Council and requirements specified herein. Safety provisions shall not present obstacles to measurement of driver and driven shaft speeds with revolution counter. Installation shall be APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Performance data for all fans shall be determined in accordance with the provisions of AMCA Standard 210. 2. Sound power level ratings of ducted fans shall comply with AMCA Standard 301 and shall be the results of tests made in accordance with AMCA Standard 300. 3. Unit construction shall conform to applicable standards contained in AMCA Handbook Publications and to requirements specified herein. 15825 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15825 35507 AIR MOVING EQUIPMENT such that fan vibration isolation provisions are not negated. Conform to OSHA and WISHA requirements. C. Provide a metallic, corrosion- resistant, embossed or stamped nameplate for each fan. Nameplate data shall include selection point capacity conditions, RPM, BHP and fan I.D. tag number. Permanently affix in a conspicuous location. D. All fan wheels shall be statically and dynamically balanced. Fans shall be properly protected during shipment so that bearings are not damaged. E. Field rigging methods shall not negate balancing. Lifting eyes shall be used. Shafts shall not be bent. F. Motors: 1. For each item of equipment requiring electric drive, furnish and install a ball or roller- bearing motor of type having starting and running characteristics consistent with torque and speed requirements of driven machine. Use motors rated in accord with NEMA performance standards to carry full nameplate load continuously at maximum temperature rise of 40 degree C. above ambient with a service factor of 1.15. 2. Motor horsepower's specified in connection with equipment drive are considered as minimum. Manufacturer to verify motor horsepower's with characteristic power curves of driven equipment. Do not allow power requirements of driven machine to exceed nominal nameplate rating of motor furnished. Do not take advantage of service factors in selection of motors. 3. Refer to BASIC MATERIALS AND METHODS Section 15050 for basic electrical motor requirements. G. Line voltage thermostats for fans where required for control will be provided by control contractor Section 15905. Wiring by Division 16 Electrical Contractor. 2.02 INLINE CENTRIFUGAL A. Direct Drive: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. The fan housing shall be of the square design, constructed of heavy gauge galvanized steel and shall include square duct mounting collars. 2. Fan construction shall include two removable access panels located perpendicular to the motor mounting panel. The access panels shall be of sufficient size to permit easy access to all interior components. 3. The fan wheel shall be centrifugal backward inclined, constructed of aluminum and shall include a wheel cone matched to the inlet cone for precise running tolerances. Wheels shall be statically and dynamically balanced. 4. Motors shall be permanently lubricated and matched to the fan loads. Motors shall be readily accessible for maintenance. 5. All fans shall bear the AMCA Certified Ratings Seal for both sound and air performance. 6. Each fan shall bear a permanently affixed manufacturer's nameplate containing the model number, individual serial number and fan I.D. tag number. 7. Manufacturer: Greenheck (Model SQ), Cook, Penn, ILG, or approved equal. 15825 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15825 35507 AIR MOVING EQUIPMENT B. Belt Drive: PART 3 EXECUTION 3.01 NOT USED. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. The fan housing shall be of the square duct mounting collars. 2. Fan construction shall include removable access panels located perpendicular to the motor mounting panel. The access panels shall be of sufficient size to permit easy access to all interior components. 3. The fan wheel shall be centrifugal backward inclined, constructed of aluminum and shall include a wheel cone matched to the inlet cone for precise running tolerances. Wheels shall be statically and dynamically balanced. 4. Motors shall be heavy duty ball bearing type, matched to the fan load and furnished at the specified voltage, phase and enclosure. Motors shall be readily accessible for maintenance. 5. Precision ground and polished fan shafts shall be mounted in permanently sealed, lubricated pillow block ball bearings. Bearings shall be selected for a minimum (L50) life in excess of 200,000 hours at maximum cataloged operating speed. 6. Drives shall be sized for a minimum of 150 percent of driven horsepower. 7. Pulleys shall be of the fully machined cast iron type, keyed and securely attached to the wheel and motor shafts. 8. Motor pulleys shall be adjustable for final system balancing. 9. All .fans shall bear the AMCA Certified Ratings Seal for both sound and air performance. 10. Each fan shall bear a permanently affixed manufacturer's nameplate containing the model number, individual serial number and fan I.D. tag number. 11. Manufacturer: Greenheck (Model BSQ), Cook, Penn, ILG, or approved equal. C Accessories 1. Non - ducted inlet or outlet on fans shall be provided with a guard fabricated of 1/2 -inch by 1/2 -inch galvanized welded wire on a galvanized frame. 2. Belt driven fans shall be complete with combination motor cover /belt guard constructed of galvanized steel. 3. Direct driven motor shall be provided with formed galvanized steel motor cover complete with vents to the exterior of the fan. 4. Fan and motor cover shall be internally lined with a fiberglass duct liner as indicated. 5. Speed controls shall be provided as indicated. 6. Gravity back dampers housed in galvanized frames, pre - punched mounting holes, aluminum blades with felt edges shall be provided as indicated. END OF SECTION 15825 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL PART 1 GENERAL 1.01 REFERENCES A. National Fire Protection Association (NFPA) 1. NFPA 90A: Standard for the Installation of Air Conditioning and Ventilating Systems B. Refer to Sections 15905 through 15935 for other reference. Standards which apply directly to methods and materials specified in each section. 1.02 DEFINITIONS A. Alarm: Notification of an abnormal condition. B. Analog: Handling or display of infinitely variable parameters such as temperature, pressure, voltage, or current. C. Building Automation and Control Network (BACnet): ANSI /ASHRAE standard protocol that has been developed using an internationally recognized method of standard development. D. Binary: Two - position I/O data such as open or closed contacts or operating status of on or off. E. Contractor: Where referenced in Sections 15905 through 15935 "contractor" is control contractor. F. Control Interface Panel (CIP): Panel containing control global controllers and /or Unitary I/O Controllers used for local and global system control. G. Local Area Network (LAN): Network over which messages are to be exchanged between various devices in a Building Automation System (BAS). H. Operator's Work Station (OWS): Combination of hardware and software, which allows a person to view or change all or portions of the system database and print system reports. I. Point: Group of data, which corresponds to a hardware input, output, or calculated value. J. Portable Operator's Terminal (POT): Hand -held or laptop device which allows local and remote access to any SGC. K. Sensor: Device capable of measuring the condition or value of a variable. L. Software: Programs and routines used to extend the capabilities of computers hardware. M. System Global Controller (SGC): Combination of hardware and software at a single location containing the logic for performing local data acquisition, manipulation, and peer -to -peer communications. N. Unitary I/O Controller (UC): Microprocessor based direct digital controller used for local control of air handling units, variable air volume boxes, fan coil units, etc. 1.03 GENERAL DESCRIPTION APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15905 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL A. Furnish and install a Windows -based networked Direct Digital Control (DDC) system for control and monitoring of the building heating, ventilating and air conditioning systems as described in this specification. System shall consist of stand -alone Control Interfaced Panels (CIP), sensors, automatic valves, actuators, dampers, operating software, approved submittal, operation and maintenance manuals, start - test -check documentation, as -built documents, operator training, installation labor, warranty and all other necessary material and labor to provide a complete and workable system. 1.04 BACNET INTEROPERABILITY REQUIREMENTS 1.05 SUBMITTALS A. Comply with submittal section of architectural specification. B. Shop Drawings: Indicate dimensions, description of materials and finishes, general construction, specific modifications, component connections, anchorage methods, hardware, and installation procedures, including specific requirements indicated. 1. Control diagrams: Use at least one individual sheet for each major HVAC system. (a) HVAC system flow diagram with sensing, control and interlock devices. (b) Internal control panel layouts, control panel cover layouts, pneumatic connections inside control panels. (c) Internal control panel layouts, control panel cover layouts, electrical connections inside control panels. (d) Ladder -type wiring diagrams showing interlock, monitoring and control wiring to and from equipment provided by Division 15 and Division 16, including control systems equipment. (e) Communications wiring schematic drawings indicating interconnections between SGC's, UC's, OWS's, and other peripherals. (f) Provide a summary points list and software points (regardless of whether or not they appear in Section 15935). (g) Flow -chart control sequences. 2. Descriptive data and sequence of operations for operating user and application software, including complete operator's manual and programmer's manual. 3. Point to point and basic function commissioning forms to be used on site for the start, test and check of control components and systems. (a) List of specific personnel who will be involved in the system installation and commissioning. (b) Instrumentation to be used for testing and calibrating during point to point and basic function testing. 4. Functional performance test documentation and procedures to be used in commissioning control sequences. 5. Valve, damper actuator, pressure tap and temperature well schedules. (a) List component sizes, mounting orientations, capacities and locations. (b) Provide installation details and specific instructions for three -way valves, mixed air damper actuators, flow sensors, temperature wells and pressure taps. 6. Compressor sizing calculations. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15905 PAGE 2 MUSEUM OF FLIGHT - IOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL 7. Specific locations for 110 VAC power required for control panels C. Contract Closeout Submittals: In compliance with Section 01700. 1. Operating and Maintenance Manuals, including: (a) Backup software copies including system graphics. (b) Actual control sequence programming with comment line for each programming statement. (c) Shop drawings and product data in Project Record format. (d) One laminated, non- fading, appropriate size, not to exceed 11 inch by 17 inch copy of each air handling system and each major control system (e.g., heating water, chilled water, etc.). 2. Special warranty conditions, special servicing conditions, and expanded warranty or service contract proposals. 3. List of recommended spare parts and calibration tools for owner's maintenance staff. 1.06 FACTORY CALIBRATION AND PRE - INSTALLATION SOFTWARE FUNCTION TESTING A. Factory calibration and bench testing are required by the manufacturer and contractor. Contractor to provide certification from the manufacturer that controller, sensor, and actuator component testing has been completed. Copies of reports shall be made available within one week of request of copy. Contractor to test project specific database software routines and provide a written test report before downloading at the site for start -up - point to point and basic function testing. 1.07 START -UP - POINT TO POINT AND BASIC FUNCTION TESTING A. Upon completion of component or system installation, the contractor shall initiate comprehensive point to point and basic function testing. Factory calibration and bench testing will not be considered acceptable alternates to onsite field testing. B. Start -up /Point to Point Scope 1. Testing all end field devices through proper input/output to graphic and operator interface. 2. Testing must be complete, detailed and documented on approved point to point verification forms. 3. All field calibration must be done with high quality instrumentation. Test instrumentation selected for calibrating field devices shall be suitable for application. Instruments shall display current (12- month) NIST traceable calibration sticker. Associated instrument calibration certificates shall be made available within 24 hours of request for copy. 4. Testing and documentation criteria (a) Field device and functionality i. Verify all field devices installed are properly sized or ranged for anticipated operating range. Devices are adjusted for correct position, orientation and full range. (b) Conductor Integrity i. Test all wiring continuity from field devices to correct input /output. (c) Conductor Termination i. Verify all device wire terminations are per submittal package. ii. Verify all input /output wire terminations are correct. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15905 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL Verify field devices communicate to operator interface. (d) Conductor to Output i. Test linear- scaling calibration of every analog output point (e) Alarm Graphics Interlocking i. Verify all alarm signals from device initiation through all required notification components. (Work station, pager, e- mail, local annunciation, etc.) (f) Device Calibration i. All field devices are to be field calibrated. All thermistor sensors shall be tested for accuracy. ii. Calibration must be done at or close to normal operating conditions. (g) Calibration Criteria i. Space Temperature ± 1 ° F ii. Air Temperature - Unitary ±1 ° F iii. Fluid Temperature ±1 ° F iv. Air Flow Rate ± 5% v. Liquid Flow Rate ± 5% vi. Differential Pressure ± 3% vii. Gage Pressure ± 5% viii. Relative Humidity ± 2% ix. CO Monitor ± 5% mid range x. CO2 Monitor ± 5% mid range xi. Refrigerant Monitor ± 5% at 50 PPM 1.08 FUNCTIONAL PERFORMANCE TESTING A. A comprehensive functional performance testing shall be performed on every installation or modification to the control system. Contractor shall test and document all logic and control sequence statements for accomplishing each specific control function as detailed in the approved sequence of operation. Contractor shall record each process and corresponding results. Documentation will include names of test personnel and final test dates. 1.09 PUNCH LIST AND DEFICIENCY RESOLUTION A. Within one business day of deficiency notification, contractor shall resolve or provide written response indicating the earliest possible time and date the deficiency can and will be resolved. B. Control deficiencies discovered during McKinstry's commissioning process that result in the need for McKinstry to retest are subject to cost impacts. 1.10 QUALITY ASSURANCE A. Manufacturer's Qualifications: Not less than 5 years experience in the actual production of specified products or functionally equivalent products. B. Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required for this Project, plus the following. 1. Acceptable to or licensed directly by manufacturer. 2. Not less than 3 years experience with specified systems or functionally equivalent systems for contractor and electrical installations subcontractor, if applicable. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15905 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL 1.11 AUTOCAD DRAWINGS A. Provide AutoCAD Release 14 or 2000 scaled plan view drawings coordinated with the mechanical drawings. PART 2 PRODUCTS 3. Successfully completed not less than 5 comparable scale projects using specified system or functionally equivalent system for contractor and electrical installations subcontractor, if applicable. 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. Siemens Building Technologies PART 3 EXECUTION 3.01 SCHEDULE A. All work shall be in conjunction with applicable construction schedules. Completion of control system shall be accomplished with sufficient time remaining for McKinstry Company to perform commissioning per section 15955. 3.02 MANPOWER AND SUPPORT A. Contractor shall provide adequate, qualified manpower for the purpose of providing a complete control installation. B. Contractor shall support all peripheral functions, including equipment start -up, test and balance, commissioning, owner training. C. Contractor shall remove or replace ineffective personnel as directed by McKinstry Co. 3.03 DEMONSTRATIONS A. Following completion of entire system commissioning, demonstrate to Architect's and or Mechanical Engineer's satisfaction that control systems function as designed. B. Following completion of Owner's training, demonstrate entire system operation to Owner's and Architect's satisfaction. 1. Demonstrate each menuing function and graphic screen path. 2. Display each graphic screen at the OWS. 3. Demonstrate each manual override command at OWS and POT. 4. Demonstrate the ability of the system to communicate remotely. Provide any and all software or system specific hardware (modems, keys, I/O cards) to McKinstry for the remote monitoring of the control system. 5. Demonstrate compliance with McKinstry PASSWORD HIERARCHY, see section 15925, 3.01, E. 3.04 TRAINING A. Provide on -site instruction for up to Entire system operating fundamentals APRIL 25, 2003 CONSTRUCTION DOCUMENTS 8 people. 2 Hours 15905 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15905 35507 BUILDING SYSTEMS CONTROL Entire system operating and maintenance instruction 2 Hours Each unique air handling system type 0.5 Hour B. Provide a minimum of (2) additional 2 hour sessions at owner's request in warranty period (within 1 year). 3.05 WARRANTY A. The building control system, including all hardware and software components shall be warranted for a period of one year following owner's beneficial use of system. For phased project completion, the warranty shall also commence in phases. Any manufacturing defects arising during this period shall be corrected without cost to the owner. B. In addition to the hardware warranty, the Contractor shall correct any software sequences that do not meet the specified sequence of operation. Modification or repairs required due to changes enacted by the owner's system operators during the warranty period will not be considered. C. Within the first 12 months of the warranty period, the contractor shall provide 8 hours of onsite customer support at the direction of McKinstry Co. D. Contractor shall provide all necessary modems, proprietary hardware and software components for McKinstry to monitor system functions remotely. E. All manufacturer software system revisions relating to manufacturer's design errors are to be provided and installed at no additional cost during the warranty period. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15905 PAGE 6 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15910 35507 CONTROL WIRING PART 1 PRODUCTS 1 01 MATERIALS A. Wire and Cable: B. Raceway: EMT, metal -duct, IMC, rigid conduit, or totally enclosed metal trough. PART 2 EXECUTION 2.01 GENERAL A. Provide and install devices, relays, switches, thermostats, sensors, damper actuators, conduit, wiring, and tubing to provide a complete temperature regulation and control operation system. All wiring shall be run according to building lines (no angles) and concealed where possible. All wiring shall be installed in a workmanlike manner as outlined in the National Electrical Code - Section 110. Electrical inspection sign off does not remove McKinstry's right to refuse acceptance of the electrical installation for incorrect or noncompliance with. NEC - Section 110. Installation must comply with all local control system electrical codes. B. Contractor is responsible for providing a complete and operational system as called out in the description of operation and /or in the points list summary and /or the mechanical /electrical drawings for this project. Any item referenced in one part of the system documentation but not listed elsewhere shall be covered under contractors pricing (i.e. damper called out in sequence but not indicated on drawings). 2 02 INSTALLATION A. Wiring classifications: 1. Wiring greater than 30 volts: Conductors and cable enclosed in raceway. 2. Exposed, unfinished locations, such as mechanical rooms and below accessible raised flooring: Conductors and cable plenum rated (where local code or officials allow). 3. Concealed, unfinished locations, such as ceiling plenums, ceiling spaces, shafts, crawl spaces, tunnels: Conductors enclosed in raceway and cable enclosed in raceway or plenum -rated cable (where local code or officials allow). 4. Control panels: route all wiring and cabling via .cable trough and wrap with flexible connection at the door hinge. 5. For industrial /manufacturing space provide, at a minimum, conduit protection of all control system wiring up to 20 feet from floor. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Wire and cable: UL- listed for each application. 2. Circuits less than 30 volts: (a) Single conductors: minimum #18 AWG stranded with 300 volt insulation. (b) Cabled, multiple conductors: minimum #20 AWG stranded with 300 volt insulation. 3. Other circuit conductors: minimum #16 AWG stranded with 600 volt insulation. 15910 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15910 35507 CONTROL WIRING All control wiring overhead must be routed with other conduit, duct, or structural beams. 6. All system trunk and communication shall be routed in a daisy chain configuration to aid service troubleshooting. Control displays and drawing floor plans to include as -built trunk runs. 7. All messages between various devices in BAS shall be transferred via LAN using coax, unshielded twisted pair, or fiber optic cable. B. General wiring responsibilities: 1. Control power and signal wiring for mechanical systems control: Division 15910. 2. Control power and signal wiring internal to packaged mechanical systems: Division 15 except for special modifications required by Division 15910. 3. Control power and signal wiring external to packaged mechanical systems, but required by Division 15910: Division 15910. 4. Power wiring to Division 15910 equipment no specifically indicated: Division 15910. C. Control Power source Provided by Division 16: 1. 120 volt emergency power or UPS power circuits where required. 2. Power wiring to Division 15 equipment is by Division 16. 3. Control contractor to provide list /location of all control panels requiring 120 VAC power. 120 VAC dedicated circuits shall be requested for all SGCs associated with emergency generator system or UPS power back -up control sequences or monitoring. 4. Request 120 VAC UPS dedicated circuits from Division 16 where required for emergency operation or when available. D. Provide necessary miscellaneous transformers, relays, enclosures, terminal strips, switches, pilot lights, etc. E. Where raceway is required for wiring carrying direct current, that raceway shall not contain wiring carrying alternating current unless 30 volts or less and all wires are shielded. F. Where raceway is required for wiring carrying data communications signals, that raceway shall only contain data communications signal wiring. G. Coordinate equipment control and power connections with Division 15 and Division 16. 2.03 LABELS AND IDENTIFICATION A. Identify all equipment and panels. Identification shall be with labels describing equipment and panel use and function. B. Labels shall be engraved with contrasting text using bakelite, plastic or metal material. Labels shall be permanently glued or mechanically fastened. C. All wires and cables shall be identified with permanent markers or wire tag at controller. Wire designators at controllers shall describe the device termination point and function. (i.e. - AC -1, DAT or EF -1, S.S). Also provide control wiring diagram within terminal controller enclosure. Label all input and output field devices as labeled on control diagram. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15910 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15910 35507 CONTROL WIRING D. Labeling: 1. Label each control valve and control damper actuator assembly (excluding VAV zones). 2. Coordinate numbering sequence with other Division 15 labeling requirements. 3. Verify with Architect and Owner. 4. Control Panels. 5. Panel wiring other than common trunk. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15910 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15915 35507 CONTROL VALVES, DAMPERS, AND ACTUATORS PART 1 GENERAL 1.01 REFERENCES A. Air Movement and Control Association (AMCA): 1. AMCA 500, Test Methods for Louvers, Dampers and Shutters. B. American National Standards Institute (ANSI): 1. ANSI Pressure - Temperature Valve Classifications. C. Underwriters Laboratories, Inc. (UL): 1. 'UL 555S, Leakage Rated Dampers for Use in Smoke Control Systems. 2. UL 873 Certified 3. NEMA 2 Rated Enclosures 1.02 SUBMITTALS A. Comply with Section 15010. B. Product Data: Manufacturer's specifications and technical data including performance, construction and fabrication. 1. Submit product data for each manufactured component. 1.03 SEQUENCING /SCHEDULING A. Coordinate valve and damper sizes and locations with Division 15 (Mechanical Contractor). B. Deliver approved Valve and Damper Schedules to Division 15 immediately upon return from Architect. PART 2 PRODUCTS 2.01 CONTROL DAMPERS A. Minimum requirements (unless otherwise indicated): 1. 13 -gauge galvanized sheet metal frame. 2. 16 -gauge single thickness or 22 -gauge double thickness blades. 3. Maximum 8" wide blades. 4. Maximum 48" unsupported blade length. (Furnish dampers wider than 48" in sections bolted together and connected such that all blades operate smoothly and simultaneously). 5. Zinc - plated blade shafts, 1/2" diameter. 6. Closed -cell elastomeric blade edge seals. 7. Flexible stainless steel blade end seals. 8. Oilon or Oilite blade shaft bearings. 9. Maximum 10 CFM per square foot air leakage at 4" W.C. differential static pressure. 10. Rated for duty from -40 deg F to 200 deg F. B. Modulating applications: furnish dampers with opposed -blade action. C. Two - position applications: furnish dampers with parallel -blade action. Ruskin CD 36 or equivalent. D. Linkage shall be exposed on the frame side for inspection and service. Linkage concealed in the damper frame after installation is not acceptable. Bearing support bracket and drive blade pin extension shall be provided for each damper section. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15915 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15915 35507 CONTROL VALVES, DAMPERS, AND ACTUATORS E. Multi - section dampers shall be arranged so that each damper section operates individually. One electronic actuator shall be direct shaft mounted per section. F. A weather shield shall be used if actuators are located outside. Use Belimo clear plastic enclosure part number ZS -150 or equal. 2.02 ACTUATORS A. Size each for 125% of maximum required closing and opening force or torque. B. All modulating valve actuators shall be 24vac electric motor type; floating point, 0- 10Vdc, 4 -20 ma or other industry standard input signal type. Actuators shall function properly within the range of 85 to 110 percent of line voltage. Economizer control signal shall be .2 -l0vdc or 4 -20ma to modulate the damper and return the dampers to the ventilation minimum position with accuracy and repeatability. Floating control may be used for VAV box actuators and booster -heat valves. Primary valves may be proportional or floating control 2- l0vdc, 4 -20ma. Each DDC analog output point shall have an actuator feedback signal, independent of control signal, wired and terminated in the control panel for true position information and troubleshooting. Or, may be wired to the DDC as an analog input. 1. Mechanical spring shall be provided on all actuators (except terminal VAV units) unless otherwise specified in the sequences of operation. The actuator mounting arrangement and spring return feature shall permit normally open or normally closed positions of the controlled device as required. Capacitors or other non - mechanical forms of fail -safe are not acceptable. UPS power is acceptable for use with non- spring return. 2. Position indicator device shall be installed and made visible to the exposed side of the Actuator. For damper short shaft mounting, a separate indicator shall be provided to the exposed side of the Actuator. 3. Overload Protection: Actuators shall provide protection against actuator burnout using an internal current limiting circuit or digital motor rotation sensing circuit. Circuit shall insure that actuators cannot burn out due to stalled damper or mechanical and electrical paralleling. End switches to deactivate the actuator at the end of rotation or use of magnetic clutches are not acceptable. 4. A push button gearbox release shall be provided for all non - spring actuators. 5. Modulating actuators shall be 24Vac and consume 10VA power or less. 6. Damper Actuators: (a) Provide only one actuator per damper section. Size damper sections based on actuator manufacturer's recommendations for face velocity, differential pressure and damper type. The actuator mounting arrangement and spring return feature shall permit normally open or normally closed positions of the dampers as required. (b) Multi- section dampers with electric actuators shall be arranged so that each damper section operates individually. One electronic actuator shall be direct shaft mounted per damper section. No connecting rods or jack- shafts shall be needed. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15915 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15915 35507 CONTROL VALVES, DAMPERS, AND ACTUATORS (c) Small outside air and return air economizer dampers may be mechanically linked together if one actuator has sufficient torque to drive both. 7. Valve Actuators: (a) The valve actuator shall be capable of providing the minimum torque required for proper valve close -off for the required application. (b) All control valves actuators shall have an attached 3 foot cable for easy installation to a junction box. (c) All control valve non spring return actuators shall be provided with a manual positioning override handle. C. Actuators shall be spring return as indicated by Normally Closed or Normally Open designation on drawings or in sequence of operation. D. Electric actuators: Belimo or approved equal. 2.03 ACCESSORIES A. Necessary linkages, linkage rods, brackets, etc. PART 3 EXECUTION 3.01 INSTALLATION A. Furnish damper and valve assemblies to Division 15 for mounting in ductwork and piping. B. Install damper actuators on the exterior of ductwork. C. Install fan variable vane actuators where recommend by the fan manufacturer. D. For each electric actuator, provide required supply power, control output and connect to the assigned control output device. E. Labeling: 1. Label each control valve and control damper actuator assembly (excluding VAV zones), 2. Coordinate numbering sequence with other Division 15 labeling requirements. 3. Verify with Architect and Owner. 4. Control Panels. 5. Panel wiring other than common trunk. F. Where control description references smoke dampers, they are common HVAC dampers with end and edge seals. A UL approved smoke / fire damper is only required only if indicated on the mechanical drawings. G. All smoke / fire dampers should be installed per manufacturer's instructions. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15915 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS PART 1 GENERAL 1.01 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI /IEEE C62.41: IEEE Guide for Surge Voltages in Low - Voltage AC Power. Circuits. B. National Electrical Manufacturers Association (NEMA): 1. NEMA ICS 6 -88: Enclosures for Industrial Control and Systems. C. Underwriters Laboratories, Inc. (UL): 1. UL 873: Standard for Temperature Indicating and Regulating Equipment. 2. UL 916: Standard for Energy Management Equipment. 3. UL 508 Panel Rating: Standard to meet code for controlling lighting and irrigation devices with HVAC Control System. 1.02 SUBMITTALS A. Comply with Section 15010. B. Product Data: Manufacturer's specifications and technical data including performance, construction and fabrication. 1. Submit product data for each manufactured component. C. Shop Drawings: Indicate dimensions, description of materials and finishes, general construction, specific modifications, component connections, anchorage methods, hardware, and installation procedures, including specific requirements indicated. 1. Submit shop drawings on the following items: (a) Each control panel. D. Color Documentation Samples: 2 sets of samples for color selection or verification for the following. 1. Each type of cover for thermostats, humidistats and sensors located in occupied spaces. 2. Each type of controller cover or control panel enclosure located in occupied spaces. 1.03 SEQUENCING /SCHEDULING A. Coordinate fluid temperature insertion well locations and pressure sensor tap locations with Division 15. B. Coordinate requirements for 120 VAC, 120 VAC dedicated circuits, and UPS power with Division 16. PART 2 PRODUCTS 2.01 ELECTRIC THERMOSTATS AND CONTROLLERS A. Division 16 provided electric Room Thermostats: Locking metal cover, concealed adjustment and thermometer. 1. Line voltage on /off thermostats: UL- listed, bimetal- actuated open contacts or bellows actuated snap switch type, rated for electrical load voltage and current. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15920 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS 2. Combination thermostat and fan switch: UL- listed, heat anticipation, rated for electrical load voltage and current. (a) "Off" position on the dial to break contact on ungrounded conductors. (b) 3- position manual switch in base for fan control, labeled "Fan Hi- Medium -Low ". (c) Standard production model mountable on standard 2 -gang switch box or mud ring. = = 3. Low voltage on /off thermostats: Bimetal- operated mercury switch F- W with adjustable universal anticipator heater. Q 4. Low voltage modulating thermostats: Potentiometer type operated U O by vapor - filled bellows. 0 B. Electric Remote Bulb Thermostats: Liquid filled, ambient W temperature compensated, copper capillary and bulb, with display scale and differential settings visible on front cover. 111 O 1. Two - position remote bulb type: Precision snap switch with contacts rated for electrical load voltage and current. Q 2. Modulating remote bulb potentiometer type: Coil and wiper N O C. Electric Low Temperature Protection Thermostats: Manual reset type, Z = minimum 20 -foot element length, with circuit open when temperature 1-0 below setpoint is sensed at any 1' -0" section of the entire element. Z 11.1 Provide with two sets of contacts, one for hardwired fan shutdown 2D and one for remote monitoring. U D N 2.02 SYSTEM GLOBAL CONTROLLERS (SGC) 00 I-. W A. Microprocessor -based field programmable controller with completely Z stand -alone operation, including power supply, sensing input /control O output hardware interface, software and communications interfaces. " Z B. Operating system allows simultaneous access by internal programs and U routines, operator workstations, other SGCs, connected UCs, and ~O H local terminal. Z C. Device capable of carrying out a variety of building automation and control tasks (data sharing, alarm and event management, scheduling, trending). D. Power supply delivers stable power with 20 percent variations in supply input voltage, protected from transients defined by IEEE C62.41 Category B. E. Volatile (RAM- based) Control Programs: Battery backed -up for minimum 72 hours during power outage. 1. Immediately upon restoration of power following power outage, control programs lost during power outage are automatically downloaded from OWS. 2. When control programs will function properly, enable control functions and restart loads based on current time and control mode. 3. Send log of outage time and abnormal startup condition to OWS. F. Analog input points accept linear and non - linear signals. 1. Minimum analog -to- digital conversion resolution: 12 bits plus sign. APRIL 25, 2003 CONSTRUCTION DOCUMENTS assembly removable without disturbing setpoint. 15920 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS 2. Non - linear signals: Converted using memory- resident curve or lookup table. G. Provide 20% excess hardware and software system capacity for each controller including each subsystem communications loop. H. Alternate Pricing Local Terminal: POT or laptop at Engineer's discretion should be provided with the following minimum capabilities: 1. Meet specification provided for laptop microcomputers in Section 15925. 2. (3) SGC database access (security) levels 3. Override SGC or UC control output. 4. Change schedules. I. Provide a minimum 20 trend log locations, each with the following capabilities: 1. Minimum 10 data point values recorded simultaneously. 2. Continuously store most recent 100 data point values. 3. Initiate trend logs manually, automatically, or by event. 2.03 UNITARY I/O CONTROLLERS (UC) A. Microprocessor -based controller with completely stand -alone operation, including power supply, sensing input /control output hardware, software and communications interfaces but with limited resources relative to SGC. B. Operating system allows simultaneous access by internal programs and routines, connected SGC, and local terminal. C. Power supply delivers stable power with 20 percent variations in supply input voltage, protected from transients defined by IEEE C62.41 Category B. D. Real -time Clock: Uninterruptible for minimum 72 hours during power outage and synchronized from connected SDC. E. Analog input points accept linear and non - linear signals. 1. Minimum analog -to- digital conversion resolution: 12 bits plus sign. 2. Non- linear signals: Converted using memory- resident curve or lookup table. F. Provide 10% excess point capacity for each type point utilized with the exception of terminal units. G. Pulse Meter Type Binary Inputs: Capable of monitoring 20 Hz pulse rate. H. Analog output points deliver continuously varying linear output signals. 1. Minimum digital -to- analog conversion resolution: 12 bits plus sign. 2. Analog output signals: voltage, current, or air pressure. I. Binary output points deliver maintained or momentary on /off signals to Form C contacts rated for 1.5 Amps at 120 VAC. 1. Status of binary output relay: Indicated by LED. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15920 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS 2.04 SENSORS AND TRANSMITTERS A. Provide factory - calibrated, linear output type for remote sensing of temperature, humidity, pressure and flow. Devices shall be sized for mid -range anticipated operation. B. Temperature Sensors and Transmitters: Linear resistance or linear solid state type. 1. Single point sensing element sensors with appropriate mounting and accessories for duct, outside, space, and pipe locations. 2. Discharge air should be rigid averaging or multiple sensor averaging for mixed air, discharge air, and other sensing locations where air stratification is possible. 3. Where fluid temperature is sensed with rigid elements, use wells filled with heat conducting compound in the void space between well and sensor. 4. Where fluids are corrosive (including steam above 100 psig), provide stainless steel or monel wells. 5. Thermistors are not permitted for hot water applications. For hot water applications, use only: (a) 1000 ohm platinum RTD with 24vdc 4 -20ma 2 -wire loop transducer. (b) Enclosure to be immersion type (c) Probe material to be stainless steel (d) Output range 4ma =20 Deg F and 20ma =220 Deg F. (e) Thermowell material to be stainless steel. 6. Accuracy: Plus or. minus 1 degree F. C. Relative Humidity Transmitters: Solid state thin film capacitive type. 1. Duct and space (room) applications: 0 percent RH to 100 percent RH range, operating between 32 degrees F. and 120 degrees F. 2. Outdoor applications: 0 percent RH to 100 percent RH range, operating between -40 degrees F. and 120 degrees F. 3. Accuracy: Plus or minus 2 percent RH. D. Differential Pressure Transmitters: Element compatible with fluid sensed. 1. Low static pressure transmitters: Piezoelectric or large diaphragm type sensors with range selected for each application. 2. High static pressure transmitters: Bourdon tube or diaphragm sensors with range selected for each application. 3. Accuracy: Plus or minus 1 percent of operating range. 4. Setra, Ashcroft or approved equal. 2.05 STATUS AND SAFETY SWITCHES A. Differential Pressure Switches: Sensing element compatible with fluid sensed. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Low static pressure switches: Large diaphragm type with range selected for each application. 2. High static pressure switches: Bourdon tube or diaphragm sensors with range selected for each application. 3. Switch contact rating: 15 Amps at 120 VAC. 4. Provide manual reset for safety applications. 5. Provide automatic reset for status and alarming applications. 15920 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS B. Fluid Level Switches: Switch parts exposed to fluid compatible with fluid sensed. 1. Switch contact ratings: 15 Amps at 120 VAC.. 2. Provide manual reset for safety applications. C. Provide automatic reset for status and alarming applications. D. Current sensing relays for all non - essential motor status applications where required. E. Adjustable current sensing relays for all essential motor status applications where required Veris Model H721 or equal. PART 3 EXECUTION 3.01 CONTROL PANELS AND DIGITAL CONTROLLERS A. Indoor enclosures: NEMA 1 B. Outdoor enclosures: NEMA 4X C. Each control panel with adhesive engraved phenolic label indicating panel designation. D. Mount internal control components on removable back panel and label each component using adhesive labels. E. Mount switches, gauges and indicators flush with cover and label each switch, gauge, and indicator with engraved plastic label screw - fastened to cover. F. Support free- standing control panels and digital controllers with primed and painted steel framing or wall -mount as indicated. G. Install control panels and digital controllers with switches, gauges, indicators, keypads and displays at 5' -6" AFF and cover swings free when opened to a minimum of 90 degrees. H. Unitary I/O Controller: Provide controllers for local control on variable volume air terminal units, fan coil units, air handling systems, heating systems, cooling systems etc. I. System Global Controller: Provide controllers for system POT access where applicable for central plants and large equipment rooms.. 3.02 COMPONENTS IN OCCUPIED SPACES A. Provide thermostats, humidistats, sensors, and transmitters as indicated. B. Unless other wise directed, installation locations shall adhere to the ADA criteria and be approved by the design engineer. C. Verify high visibility or public area device installation with Architect. D. Provide accessories, including covers, mounting brackets, etc. E. Provide space temperature zone tagging in discrete location on sensor face as directed by design engineer, on all zone sensors which correspond with control plan zone numbering. 3.03 COMPONENTS IN UNOCCUPIED SPACES APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15920 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15920 35507 CONTROL PANELS, CONTROLLERS, AND SENSORS A. Provide duct- mounted, pipe- mounted, equipment- mounted and outdoor air sensors, transmitters, switches and controllers as indicated. B. Install duct- mounted, averaging element components using element supports with element serpentined across entire face area of duct or coil. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Locate low temperature protection element near discharge face of first coil downstream of the air filter bank. 2. Locate mixed air low limit controllers near suction face of air filter bank. C. Install pipe - mounted temperature sensors using heat conductive compound. D. Provide pressure sensing piping greater than 1 psig using hard -drawn copper tubing and solder brass fittings with isolation valve for each sensing port. E. Provide accessories, including covers, mounting brackets, etc. END OF SECTION 15920 PAGE 6 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15930 35507 CONTROLS DESCRIPTION OF OPERATION PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Verify control and alarm setpoints with Architect before performing final system startup. Z B. Base systems interlocking on actual fan or pump motor status. ,F . W C. Disabled positions of individual control system components: Q 1. Outside air dampers Normally Closed U O 2. Exhaust air dampers Normally Closed N O 3. Return air dampers Normally Open Spring Return W = 4. Smoke dampers Normally Closed Spring Return -i F- NW D. Unless otherwise directed, the following will be used for initial W O values: g 1. Schedule Monday - Sunday 6AM to 10PM u..< 2. Space Temperature 70 °F heating and 74 °F cooling N d 3. Low limit temperature control 38 ° F F 4. High duct static pressure trip 4 "wc Z 5. System operating static pressure (2/3 downstream 1.5" wc I- 0 6. System operating static pressure (at unit discharge) 2.0" wc WI- tu 7. Building static pressure 0.04" ? m 8. Override limits 2 hours O - O I-- WW H r- A. Contractor is responsible for submitting a system specific Z comprehensive narrative sequence of operation and points list Wu) following the intent of the design engineers description of H = operation and /or in the points list summary and /or in the Z ~ mechanical /electrical drawings for this project. B. Submitted sequence of operation shall provide a written explanation of the system operational characteristics, the sequence in which they will occur and the control strategies as they apply to the building equipment. Sequence shall reference all point names, setpoints and identify all operator adjustable setpoints. Contractors sequence of operation shall follow the design engineers intent set out in the description of operation, Part 3, 3.01. PART 2 PRODUCTS 2.01 SEQUENCE OF OPERATION PART 3 EXECUTION 3.01 DESCRIPTION OF OPERATION APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15930 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15935 35507 CONTROL SYSTEMS gm LIST PART 1 EXECUTION 1.01 SCHEDULES A. Contractor is responsible for submitting a system specific points list following the intent of the design engineers description of operation and /or in the mechanical /electrical drawings for this project. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15935 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING PART 1 GENERAL 1.01 OVERVIEW A. System commissioning consists of a series of procedures intended to verify and ensure that systems are installed, function, and interact in accordance to design intent. Systems commissioning shall be on- going from the design phase through construction to acceptance, continuing into occupancy to study and enhance the system operation. The result of the commissioning process will provide the owner / occupant with a high degree of assurance that all installed equipment and systems will function in accordance to system performance guidelines. 1.02 SCOPE OF WORK A. The mechanical systems commissioning team will be responsible for the following: 1. Review of mechanical and control documents. Work in conjunction with engineer, mechanical, control, and electrical contractors to clarify any operational deficiencies or ambiguities. 2. Development of a commissioning plan describing the commissioning agenda and addressing the impact on construction processes and trades. 3. Demonstrating and documenting that all mechanical / control systems and safeties are installed in compliance with the design objectives. 4. Coordinating and documenting all mechanical equipment start -up. Overseeing start -up per manufacturer's procedure. 5. Performance of Test, Adjust, and Balance in accordance to NEBB standards. 6. Performance of point -to -point verification of all control system components associated with the mechanical systems, including communications, calibration, and function. 7. Functionally testing the performance of all mechanical, control, and safety systems and sub - systems. 8. Providing training that will enable operation and service personnel to effectively operate the HVAC systems. 9. Coordinating and assisting in training to provide operation and service personnel with working understanding of HVAC control system. 10. Ensuring that mechanical contractor warranty response personnel are properly instructed and prepared to effectively operate the HVAC systems. 11. Providing post- acceptance documentation and assistance in resolution of any pending deficiencies. 1.03 COMMISSIONING TEAM A. The commissioning team as referred to in all sections will consist of the job - specific group responsible for facilitating the correct installation, start -up, check out, and operation of all mechanical and related equipment and all building and mechanical control systems. The primary constituents of the commissioning team will generally be: 1. Commissioning Manager 2. Commissioning Engineers APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15955 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSI'ONING 3. Test, Adjust, and Balance Representative 4. Service / Startup Technician B. Additional parties crucial to the process but not directly responsible for systems commissioning in the capacity of those listed above are: 1. Mechanical Contractor Project Manager 2. Mechanical Field Foremen 3. Mechanical Design Engineer 4. Control Contractor Representative 5. Control Field Engineers / Technicians 6. General Contractor Representative 7. Electrical Contractor Representative C. The nature of the process requires a significant amount of communication between and participation of all members listed above. However, references to the commissioning team will be limited to those primarily responsible for system checkout, adjustment, and operational and performance testing. 1.04 COMMISSIONING PLAN A. Prior to project commencement the commissioning team shall develop a comprehensive commissioning plan which will address the following: 1. Complete account of all mechanical equipment and systems to be tested. The commissioning plan shall include all equipment descriptions and test forms to be used. 2. Definition of job - specific commissioning team. 3. Brief description of intended testing procedures. 4. Commissioning schedule information. Based on accepted project master schedules, the commissioning plan will describe all commissioning tasks, illustrating means of integration into general construction agenda. Schedule information is to be updated as necessary. 5. Acceptance criteria for all equipment and systems testing. 6. Roles of commissioning team members and all trades participating in the commissioning process, identifying lines of communication and authority, and allocating responsibilities in the commissioning process. 7. Project closeout information including but not limited to warranty and owner / operator training agendas. 1.05 INSTRUMENTATION A. All test instruments described in this section shall be acceptable for any portion of the commissioning process herein described. All instruments shall conform to the standards specified in the most recent edition of "NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" in regard to accuracy and calibration status. Current calibration certificates must be available. B. Test instrument accuracy and resolution must match or exceed that of the system component being verified or calibrated. C. Test instruments must be used within guidelines as recommended by instrument manufacturer. All measuring methods must be appropriate to the instrument application and measurements must be repeatable under equivalent conditions. APRIL 25, 2003 CONSTRUCTION DOCUMENT$ 15955 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START-UP, BALANCING & COMMISSIONING D. The commissioning team shall assume full responsibility for safekeeping of all instrumentation during the course of work. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.01 PRE - CONSTRUCTION A. During the pre - construction phase, the commissioning team shall be available to all concerned parties in a consulting capacity. The role of the commissioning team in the construction phase affords them with practical knowledge that can be applied during the design and construction scheduling processes. Pre - construction .input is intended to reduce or eliminate issues that have historically hindered timely project completion or have caused unanticipated project cost impact. Examples include: 1. Engineering design issues. 2. Manufacturer - specific equipment performance. 3. System control strategies. 4. Subcontractor performance. 5. Project scheduling conflicts. 6. Owner / contractor expectations. 3.02 STATIC COMMISSIONING A. Prior or concurrent to equipment start -up, equipment static commissioning will occur. Based on approved mechanical submittals the commissioning team shall ensure that the proper HVAC components are received and are installed correctly. Evaluation of correct installation will be based on mechanical drawings, equipment submittals, and current industry standards. Documented observation of the following shall be provided in data acquisition forms specific to the equipment observed. All information shall have the name of the observer and date on which the item was checked. Accepted data acquisition forms shall include but not be limited to the following: 1. Air Moving Equipment (a) Air Handling Units i. Model number, location, labeling correct. ii. Exterior and interior complete and in good condition. iii. Unit secured to roof curb / bracing installed. iv. Access doors / hardware installed. v. Adequate service clearances. vi. All debris and packing material removed from interior. vii. Motor / fan isolation installed. viii. Outside air intake screens installed. ix. Outside air source unobjectionable. x. Piping penetrations sealed. xi. Coils clean and undamaged. xii. Filters installed as required. xiii. Electrical local disconnect installed; line voltage and control wiring complete. xiv. Correct starter overload / heater installed. xv. Motor and belt guards installed. xvi. Lubrication points accessible. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15955 PAGE 3 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING APRIL 25, 2003 CONSTRUCTION DOCUMENTS xvii. Hydronic piping complete and .supported properly. xviii. Connections to coils correct. xix. Refrigerant piping complete and supported properly. xx. Condensate / drip pans installed. xxi. Condensate piping correct and complete; trap installed and primed. xxii. Thermostat location and installation correct where applicable. (b) Exhaust / Supply Fans i. Model number, location, labeling correct. ii. Exterior and interior complete and in good condition. iii. Unit secured to roof curb / bracing installed. iv. Adequate service clearances. v. All debris and packing material removed from fan. vi. Filters installed as required. vii. Safety screens installed where required. viii. Motor and belt guards installed where required. ix. Motor / fan isolation installed where required. x. Lubrication points accessible. xi. Back dampers installed and functioning. xii. Electrical local disconnect installed; line voltage and control wiring complete. xiii. Correct starter overload / heater installed. xiv. Thermostat location and installation correct where applicable. 2. Air Distribution / Accessories (a) Ductwork i. Duct connections to air moving equipment complete and sealed. ii. Flex joints installed and unrestrictive. iii. Associated system ductwork completed. iv. Ductwork size and configuration correct. v. Proper support (hangers and bracing). vi. Ductwork does not support other piping, electrical conduit, etc. vii. Outlets / inlets properly secured. viii. Ductwork insulated where required. (b) Accessories i. Fire / Fire -smoke dampers installed and labeled where required. ii. Fire / Fire -smoke dampers fully functional (no binding, electrical complete). iii. Adequate service access to Fire / Fire -Smoke dampers. iv. Balancing dampers installed where required and fully functional. v. Control dampers installed and functional. vi. Access panels provided for balancing and service as necessary. vii. Flow measuring stations installed and oriented correctly when specified. (c) Terminal Units i. Correct model number, location, and labeling. ii. Unit supported properly. iii. All panels secured and undamaged. iv. Unit installation provides adequate service clearances. v. Associated ductwork complete, unrestrictive, and supported properly. 15955 PAGE 4 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING vi. Entrance and exit conditions within manufacturer requirements. vii. Fan free of debris and packing material. viii. Fan wheel secure to motor shaft and rotates freely within housing. ix. Fan inlet unobstructed. x. Line voltage and control wiring complete; local disconnect installed where necessary. xi. Control wiring supported properly and not tightly drawn. xii. Primary air valve orientation correct. xiii. Air valve actuator positioned correctly and secured to unit and to air valve. xiv. Air flow pick -up accessories installed and associated tubing complete. xv. Hydronic piping complete and connections correct to coil when applicable. xvi. Isolation / balancing valves, strainer,, and PT ports installed where necessary. xvii. Control valve body installed and correctly oriented when applicable. xviii. Control valve body installed and correctly oriented when applicable. xix. Control valve actuator installed and wired. xx. Discharge air temperature sensor installed. xxi. Zone temperature sensor installed in correct location. 3. Miscellaneous Equipment (a) Covered in this section is mechanical equipment not addressed in the preceding section. All pieces of equipment shall be observed for correct model number, location, and labeling, as well as general condition and electrical service completion. The items include but are not limited to: i. Electric duct heaters. 4. Upon unsatisfactory status of any of the above items or any items not listed, the commissioning team shall report the deficiency to the responsible party as necessary. All deficient items will be re- visited until such a time as the issue has been resolved. 3 HVAC EQUIPMENT AND SYSTEMS START -UP A. Commissioning of the mechanical equipment start -up activities is intended to verify that all equipment is activated and proved capable of operating as specified in the project documents and per manufacturer and vendor professed criteria. It is also intended to verify start -up procedure is followed in such a manner as to guarantee the manufacturer's support in warranty related situations. The responsibility of the commissioning team in the start -up process will be to: APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. Identify priority items to achieve operational status at the earliest date and to coordinate with all trades necessary to achieve this result. 2. Schedule qualified personnel to perform start -up activities as components and systems become available. System readiness items to identify include: (a) Completion of associated trade functions (electrical, mechanical, structural). (b) Condition of system served by equipment (duct / served areas clean, piping system flushed, etc.) 15955 PAGE 5 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING APRIL 25, 2003 CONSTRUCTION DOCUMENTS (c) Impact on trades. (d) Significant completion of Static commissioning process. 3. Upon negative change in any of the above conditions the commissioning team shall interface with responsible trade(s) to resolve the problem in a timely manner. 4. Provide applicable test forms to start -up personnel including all equipment to be addressed. Forms shall record the name of start- up personnel and the date of start -up completion. 5. Provide personnel with any pertinent manufacturer information. 6. Verify that start -up procedures meet or exceed manufacturer's recommended procedure. 7. Act as a contact point between start -up personnel and vendor / manufacturer when equipment deficiencies are encountered or additional information is required. 8. Accumulate and direct documentation of any modifications or corrective actions required to produce acceptable equipment or system performance. 9. Verify and provide documentation that all mechanical equipment and systems have received acceptable start -up. 3.04 TEST, ADJUST, AND BALANCE A. General Requirements 1. As an integral part of the commissioning team the TAB provider will share the same responsibilities and have the same participation from the onset of the commissioning activities. The TAB provider shall attend planning meetings and assist in the development of a testing schedule complimentary to the general .scope of the commissioning schedule. 2. After review of mechanical and control documents, the TAB provider shall communicate with the mechanical contractor and / or engineer recommending additional duct or piping accessories necessary for efficient completion of balancing (such as volume dampers, flow measuring stations, circuit balance valves, PT ports). The TAB provider will also be afforded the opportunity to have access panels installed where necessary to access volume dampers and mechanical equipment. The TAB provider shall schedule with the control contractor to establish dates on which controlled equipment will be available for testing, and will receive from the control contractor all necessary software, interface media, and training prior to project commencement. (a) All TAB providers shall be current members in good standing of NEBB employing a minimum of one certified supervisor. (b) TAB provider shall have a minimum of 5 years experience. (c) TAB provider shall have experience balancing systems of similar size and scope. (d) TAB provider shall be solely responsible for the protection and safeguarding of work and shall provide every protection against accidents, injury, and damage to persons and property. (e) The certified TAB supervisor shall give supervision to all work performed by field technicians. B. Instrumentation 1. All test instrumentation used in the TAB shall be in accordance with this specification. C. Adjustment Tolerance 15955 PAGE 6 Equipment Accepted Tolerance Supply Fans ( +1 -) 10% Return / Exhaust Fans (+1-) 10% Diffusers / Supply Grilles ( + / -) 10% Return Grilles ( + / -) 10% Exhaust Grilles ( +1 -) 10% Pumas +/- 10% Heating / Chilled Water gpm ( + / -) 10% 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING I. All air and hydronic systems will be adjusted in accordance with capacities shown on mechanical documents with the following permissible tolerances unless otherwise specified with the stipulation that any excess or deficit of supply or return / exhaust is compensated for by equal excess or deficit applied to the opposite directional flow thus preventing general structure envelope imbalance. D. Test Forms The TAB provider will supply necessary test forms for the purpose of recording equipment and test information. Individual test forms will be provided for each piece of equipment for which the TAB provider is responsible specifying equipment type and identity. The forms for principal equipment addressed will include at minimum the following information: 1. Air Moving Equipment: Air Apparatus, Supply Fans, Exhaust Fans (a) Static Data For Air Moving Equipment i. Unit manufacturer, model number, serial number. ii. Unit type / description. iii. Fan type / arrangement. iv. Filter size, type, and quantity. (b) Static Data For Individual Components within a Piece of Air Moving Equipment i. Fan motor manufacturer. ii. Motor horsepower. iii. Motor frame. iv. Motor nominal rpm. v. Motor phase. vi. Rated voltage. vii. Rated full load amperage. viii. Amperage service factor. ix. Motor sheave manufacturer, model number, and bore. x. Motor sheave operating diameter. xi. Fan sheave manufacturer, model number, and bore. xii. Belt type, size, and quantity. xiii. Fan -to -motor shaft centerline distance. xiv. Motor / belt adjustment. (c) Performance Data Operational data is to include all available design performance information as provided on mechanical schedules and equipment submittals and all actual achieved values obtained after the TAB procedure. All actual performance data shall be recorded with equipment operating at full capacity. Information as it pertains to specific equipment will include the following: i. Name of test personnel and date of testing. ii. Test conditions at time of data acquisition. APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15955 PAGE 7 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING E. Procedures APRIL 25, 2003 CONSTRUCTION DOCUMENTS iii. Total airflow. iv. Fan speed (revolutions per minute). v. Fan total static pressure. vi. Unit external static pressure. vii. Brake horsepower at full operating capacity. viii. Motor voltage per phase leg. ix. Motor current draw per phase leg. x. Component pressure drops (filters, cooling coil, heating coil, etc.) as applicable. xi. Outside air / return air quantity as applicable. xii. Variable speed drive frequency 1 inlet guide vane position as applicable. xiii. Mixing damper position as applicable. 2. Air Outlet / Inlet Information Test data forms shall be provided demonstrating the air distribution for each air system. All forms will include the following: (a) System identity. (b) Name of test personnel and date of testing. (c) Test conditions at time of data acquisition. (d) Outlet / Inlet number designation and area served. (e) Outlet / Inlet type. (f) Outlet / Inlet size. (g) Design flow quantity as displayed on mechanical drawing. (h) Initial flow measurements prior to flow proportioning. (i) Final flow values achieved through TAB. (j) If readings are obtained through instrumentation other than flow capture hood, method of measurement and "Ak" value as applicable. (k) Comments regarding any deviation from design values or special conditions requiring clarification. 3. Duct Traverse Individual test forms shall be provided for consequential readings based on duct traverses. All traverse test reports will include the following information: (a) Name of test personnel and date of test. (b) System tested. (c) Description of test location. (d) Duct dimensions. (e) Flow measuring device used if other than Pitot tube. (f) Actual air velocities at all point locations. (g) Average air velocity for traverse sampling. (h) Duct static pressure at location of traverse. (i) Conditions and correction factors if measured media is other than standard air. 4. Additional Test Forms The TAB provider will provide acceptable forms if testing responsibilities extend beyond the equipment addressed above. All test forms used will be in conformance to current NEBB requirements as published in the latest edition of "NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems." 1. The TAB provider shall adhere to all procedural guidelines as specified in "NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" throughout the course of 15955 PAGE 8 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING APRIL 25, 2003 CONSTRUCTION DOCUMENTS the project. Work shall take place as systems and conditions become suitable for balancing; however, the TAB provider must be able to address systems critical to project advancement such as temporary occupancy and systems commissioning testing. All equipment and installation deficiencies shall be documented and immediately brought to the attention of the appropriate party for correction. F. Additional Responsibilities 1. System Deficiencies (a) The TAB provider shall document and notify the mechanical contractor of any design deficiencies preventing acceptable system balance. Items included are the addition of volume dampers or balancing valves, modification of ductwork or piping, modification of air outlets / inlets to prevent noise and , etc. 2. Motor / Drive Modification (a) The TAB provider will be responsible for the sizing of motors and / or drive set adjustment on systems requiring adjustment outside the range available. The mechanical contractor shall provide replacement parts as necessary for completion of Test, Adjust, and Balance work at no cost to the TAB provider. 3. The TAB provider shall assist in the commissioning process as needed to provide test information and skilled instrument operation in the calibration and verification of mechanical and BAS components. G Reports / Project Completion 1. Upon project completion, the TAB provider will submit all necessary documentation demonstrating comprehensive system balance. Acceptance of the TAB report shall be based on tolerances listed above and random checks as requested in the commissioning acceptance criteria. Standard acceptance criteria if not otherwise defined shall be greater than ninety percent of all readings within ten percent of recorded values under identical operating conditions. Failure to meet above criteria will require system re- balance and re- submittal of the TAB report. 2. For a period of 60 days following submittal of the final TAB report, the contractor shall make such adjustments as may be deemed necessary by the owner or engineer to achieve complete satisfaction in system operation. 3.05 CONTROL POINTS VERIFICATION A. Upon significant completion of controls hardware and wiring installation all control and sensing points and hardware will be verified for proper operation, orientation, range, calibration, communication, and functionality. 1. Testing shall be performed after receipt of control contractor's checkout documentation for each system and subsystem. Checkout forms received from the control contractor will be acceptable when the following information is provided: (a) Test date. (b) Test personnel. (c) Point address. 15955 PAGE 9 Sensor Application Accepted Tolerance ( +1 -) 1 deg F Space Temp. (AC Unit, Terminal Unit, FCU, etc.) Air Tema erature - Unita SAT RAT MAT etc. 1 de • F Fluid Temperature (CHW, CW, HW) 1 deg F Air Flow Rate 5% Liquid Flow Rate 5% Differential Pressure 3% Gage Pressure 5% Relative Humidity 2% CO Monitor 5% mid range CO2 Monitor 5% mid range MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING APRIL 25, 2003 CONSTRUCTION DOCUMENTS (d) Point description. (e) Point type. (f) BAS value or description. (g) Actual measured value or observed status. (h) Description of instrumentation used in checkout (make, model, serial number, calibration date). (i) Final value if calibration necessary (include scale and offset if applicable). (j) Documentation of corrective action as required. 2. Instrumentation 3. The commissioning team is responsible for obtaining a complete control points list from the control contractor and generating checkout forms for testing. Suitable forms will include information required above for control contractor checkout. A redundant test will be performed on critical control sensing points and hardware devices. A random verification of the remaining control sensing points and hardware devices will be performed on the remainder. As prescribed in the Commissioning Plan the commissioning team will solicit the assistance of control contractor personnel as required for testing. Testing will include: (a) Calibration Verification i. Temperature sensors. ii. Pressure sensors. iii. Humidity sensors. iv. Flow measuring devices. v. 0 CO CO and other monitoring devices. (b) Calibration Criteria Note: Accepted calibration tolerances will vary according to measured medium and application of sensors. The Tolerances listed are standard accepted criteria. (c) Point -to -point verification i. Field device functionality. ii. Conductor integrity. iii. Conductor termination. iv. Command to output. v. Alarm signaling. 4. The commissioning team shall record all control point verification on test forms meeting the requirements as specified for those provided by the control contractor. Upon failure of any device to meet acceptable criteria the commissioning team will document the deficiency and notify the control contractor. 15955 PAGE 10 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING It is the responsibility of the control contractor to inform the commissioning team as to when and how the deficiency is resolved and to do so in a timely manor to ensure efficient completion of the points verification process. In the event that a significant portion of related control devices are found deficient the control contractor will be required to re- verify and submit new documentation demonstrating the compliance of installed equipment. 3.06 FUNCTIONAL PERFORMANCE TESTING A. Functional performance testing (FPT) is the systematic demonstration that all systems and sub - systems will operate per design intent as defined in the mechanical scope and in the controls sequence of operation. FPT will commence after substantial completion of TAB and all control points verification on tested and related systems, and after receipt of FPT documentation provided by control contractor. Testing shall proceed in a manner which initially proves functionality of a subsystem and progress to a higher level control of associated / interrelated systems with priority given to equipment fault and safety items. Primary inclusions to the FTP process are: 1. Verification of component loop response. 2. Demonstration of proper DDC loop response. 3. Demonstration of all fault and safety devices. 4. Verification of all system and subsystem interlocks. 5. Demonstration of BAS system functionality in all modes of operation. B. Test Forms The commissioning team is responsible for reviewing and understanding all mechanical and control documents and establishing FPT acceptance criteria. The commissioning team will develop test documentation based directly upon accepted controls sequence of operation. Test documents may be in narrative form and must include the following: 1. Complete description of system and item tested. 2. Conditions at time of testing. 3. Measures necessary to produce the functional demonstration. 4. Results of specific test procedures. 5. Acceptance, failure, or non - compliance of functional performance. 6. Comments / observations specific to item observed. 7. Upon failure, notation of actions taken to resolve deficiency. Re -tests shall also be noted. 8. Name of test personnel. 9. Date of test. C. Procedure APRIL 25, 2003 CONSTRUCTION DOCUMENTS 1. The commissioning team shall assess the level of completion of mechanical and control systems to identify system readiness and proceed with functional testing at the earliest possible date. Other factors considered in general assessment include construction status and impact to trades. Commissioning schedule will serve to notify other trades possibly affected by testing. 2. After establishment of aforementioned items, the following are to occur to provide system performance verification on all equipment as listed in Section 1: 15955 PAGE 11 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15955 35507 START -UP, BALANCING & COMMISSIONING D. Deferred Testing 1. If conditions during the construction period do not allow for necessary testing, the commissioning team shall submit documentation defining the situation and a proposal as to when the testing may be accomplished. Each involved contractor will be responsible for participation in deferred testing when conditions allow. 3.07 OWNER TRAINING A. Nearing or upon project completion the commissioning team shall schedule and participate in owner and operator training as necessary. Owner training activities will include: 1. Mechanical system overview. 2. Control system overview. 3. Equipment operation and maintenance review. 4. Site - specific equipment and device location, and identification. 5. Site- specific control training. 6. Description of any equipment or systems requiring unique service or maintenance procedures. 7. Emergency service procedures. 8. Special systems, vendor, and third -tier training when applicable. 9. Commissioning closeout meeting and report review. APRIL 25, 2003 CONSTRUCTION DOCUMENTS (a) Simulating test conditions (example: manual fail of lead to induce back -up initiation). (b) Altering setpoints. (c) Overwriting control values. (d) Simulating input / output signals. (e) Additional means of stimulating response. 3. All items tested shall be witnessed directly by commissioning team until such a point as it is proven that events witnessed through the BAS are true and accurate. This evaluation will be at the discretion of the commissioning team and will be based on component application and level of previous performance. 4. Upon completion of component and subsystem functional verification, system performance and BAS compliance to sequence of operation will be observed. Items of testing to occur under actual conditions include but are not limited to: (a) Verification of all system interlocks. (b) Verification of all on -board control packages and associated output signals. (c) System power failure. (d) Emergency power sequence and equipment testing. (e) Optimal start / time of day sequence items. (f) Full loading and partial loading simulations. (g) Complete trends of reset, staging, and redundant systems operation. (h) Emergency mode operation (fire / life safety systems) and recovery from alarm conditions. 5. Any system or component shortcomings located in this portion of testing will be documented and presented to the responsible contractor for correction. The commissioning team will act as the contact point between all parties concerned until resolution is achieved. END OF SECTION 15955 PAGE 12 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15980 35507 FINAL COMPLETION & PROJECT CLOSEOUT PART 1 GENERAL 1.01 GENERAL A. This section shall apply to the Mechanical Contractor and all their subcontractors. B. Comply with all Divisions of Contract Documents. C. Complete all mechanical requirements (including posting instructions, operational instruction periods, operation and maintenance instructions, installation verification, balancing, and control work) prior to request for final inspection. D. Contractor shall review all plans, specifications, change orders, and directives to determine that all work has been properly performed on the site. E. Contractor shall correct any known deficiencies which have been noted during construction and determine prior to request for final inspection that all work has been performed. F. When notified that the mechanical work has been properly completed, the Engineer and Architect shall make their inspections and prepare a punch list of observed deficiencies which must be corrected. G. Contractor shall provide written notice that the punch list items have been corrected. PART 2 PRODUCTS 2.01 LUBRICATION A. Contractor shall lubricate all pieces of equipment before turning the building over to the Owner. 2.02 OWNER'S OPERATING AND MAINTENANCE INSTRUCTIONS: A. At the completion of the project, at such time as designated, an operational and maintenance instruction period for the Owner shall take place. Instruction shall not begin until the component, assembly or system has been tested and is in acceptable operating condition. B. The contractor shall submit the proposed training schedule and agenda prior to the beginning of the proposed training sessions. C. Instruction shall encompass normal operation, emergency operation, fire and other hazards, safety provisions, lubrication and maintenance procedures for all work provided. 2.03 OPERATION AND MAINTENANCE (O &M) MANUALS A. Contractor shall deliver to the General Contractor's office three (3) copies of an Operation and Maintenance (O &M) Manual describing the operation and maintenance of all installations. Information contained in the manuals shall include operating instructions, maintenance and service instructions, wiring diagrams, catalog cuts, and repair parts lists for all new materials and equipment. Data in manuals shall be neat, clean copies. Data shall be 8 -1/2 x 11 inch size or drawings accordion folded in this size. An index shall be provided with all contents listed in an orderly presentation. Each APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15980 PAGE 1 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15980 35507 FINAL COMPLETION & PROJECT CLOSEOUT manual shall be provided in a 3 -ring binder of adequate size. Back edge and front shall indicate job name. One preliminary volume copy) in loose form shall be submitted for acceptance prior to binding. B. Arrange material per order of specifications. Cross reference to contract documents similar to submittal data. C. Information in manuals shall include: 1. Charts as noted elsewhere in these specifications. Q ig 2. Certified as -built control instructions and sequences of V operation. U 0 3. Fan curves, pump curves, balancing valve flow curves. 4. Brief description of routine maintenance work required for each LUX component U) ~ v_ 5. Suggested frequency of maintenance. ' 6. Listing of lubricants recommended. 2 7. Parts diagram and parts list. g 8. Supplementary drawing for required itemized servicing of LL ct maintenance points. 2 CJ 9. Complete valve schedule as described. .. L1.1 Z1.- 2.04 AS BUILT DRAWINGS 1-0 Z}- A. Provide one set of full size mechanical prints marked up to as -built Ill Lu status showing the location of all new control panels, valves and D p dampers of all types. Attach a valve schedule indicating the valve UO co symbol (tag number), valve location by room number, valve purpose, Ol- and valve size. Indicate damper locations and purposes. This W W information is to be included for the following systems: } 1. Heating and ventilating system. -O 2. Exhaust system. Lu 3. Plumbing and HVAC piping systems. U = 4. Temperature control system. pt"' 5. Any other such systems peculiar to this building. Z 2.05 CERTIFICATES /PERMITS A. Provide a certificate to the Owner with a copy to the Architect showing the signed acceptance of each system by the Public Inspector having jurisdiction. 2.06 TEST LOG: A. Provide test log to the Owner with a copy to the Architect. 2.07 WARRANTIES AND GUARANTEES A. Provide original copies to Owner. B. Include duplicates in Operation and Maintenance manual with equipment data. 2.08 BALANCING REPORT A. Provide 3 copies prior to final acceptance and payment. PART 3 EXECUTION 3.01 CLEANUP APRIL 25, 2003 CONSTRUCTION DOCUMENTS 15980 PAGE 2 MUSEUM OF FLIGHT - LOBBY ADDITION SECTION 15980 35507 FINAL COMPLETION & PROJECT CLOSEOUT A. Upon the completion of the work hereinafter specified and at times during the progress of the work, the Contractor shall remove all surplus materials, debris, and rubbish resulting from his operations, and shall leave the entire building and involved portions of the site, insofar as the work of the contract is concerned, in a neat, clean and acceptable condition. APRIL 25, 2003 CONSTRUCTION DOCUMENTS END OF SECTION 15980 PAGE 3 Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 1.01 GENERAL PROVISIONS A. GENERAL STATEMENT: PERFORMANCE SPECIFICATIONS ELECTRICAL SECTION 16000 Division 16 design criteria has been established to guide the Electrical Engineer and Electrical Contractor in the development of the design and construction. Only general guidelines are established, leaving reasonable wide latitude of design judgment to the Electrical Engineer. System reliability, longevity, and low operating costs are of prime importance. B. WORK INCLUDED: 1. Project Design: Provide complete electrical design, including (where applicable): a. Power and Lighting device layout and circuiting. b. Mechanical device coordination and circuiting. c. Complete load calculations from affected panel back to the main service switchboard. d. Fault current calculations for new panels. e. Washington Energy Calculations. 2. Design Review: Submit completed design, including drawings, specifications, and equipment submittals to Keith Lane of SASCO (425- 949 - 4231). C. CODES: Comply with: 1. State of Washington "Laws, Rules & Regulations for Installing Electric Wires and Equipment "- RCW 19.28, WAC 296 -46 and WAC 296 -401 2. Washington State Energy Code Chapter 51 -11 WAC 3. National Electrical Code latest edition. D. PERMITS: The Electrical Contractor shall obtain and pay for permits. E. CONSTRUCTION: 1. Perform the electrical construction work as described in the drawings and specifications. 2. Contractor shall visit site prior to bidding. Bids shall serve as evidence of knowledge of existing conditions. 16000 -1 Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 F. PROJECT CLOSE -OUT: 1. Leave project clean and free of electrical debris. 2. Demonstrate to Owner satisfactory performance of electrical equipment and satisfactory workmanship. 3. Present Owner with a Certificate of Compliance from Electrical Inspector. 4. Provide accurate "as built" reproducible drawings to Owner, including panel circuit directories. All asbuilts shall be produced in AutoCAD 14 or 2000. G. MECHANICAL /ELECTRICAL COORDINATION: Check mechanical drawings and specifications to ensure proper location and electrical characteristics of outlets serving mechanical equipment. Confer with Mechanical Contractor to determine requirements of equipment furnished. All wiring shall be provided under Division 16, Electrical. Except as furnished with equipment, motor starters, protective devices, and other means of operation and control shall be furnished under Division 16, Electrical. H. SUBMITTALS: 1. Submittal Package: Submit one complete package with the following data: a. Equipment identification numbers as shown on the drawings. b. Manufacturers' names and addresses. c. Catalog numbers and trade names. d. Detailed description and /or catalog cuts; highlight all significant information such as voltage, current (or wattage), dimensions and colors, if applicable. 2. Required Submittals: Provide descriptive data on the following (As Applicable): a. Panelboard Breakers b. Panelboards c. Transformers b. Receptacles c. Manual Motor Starters d. Control Devices e. Lighting Fixtures f. Other devices as identified by the building engineer and /or building owner. I. GUARANTEE: The Electrical Contractor shall guarantee all electrical work for a period of one year from date of substantial completion, and shall repair or replace any materials or equipment identified as defective during this period. 16000 -2 Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 1.02 BASIC MATERIALS AND METHODS A. GENERAL: This section of specifications includes materials and installation requirements common to more than one system. B. CONDUIT AND FITTINGS Shall be rigid steel (zinc- coated) conduit, rigid nonmetallic conduit, intermediate metal conduit (IMC), electrical metallic tubing (EMT), plastic coated rigid steel and IMC conduit, flexible metal conduit, and liquid -tight flexible conduit, conforming to the following: i. Rigid Steel Conduit (Zinc - Coated): ANSI C80.1, UL 6. ii. Rigid Nonmetallic Conduit: PVC Type EPC -40, and EPC -80 in accordance with NEMA TC 2. iii. Intermediate Metal Conduit (IMC): UL 1242, zinc - coated steel only. iv. Electrical Metallic Tubing (EMT): UL 797, ANSI C80.3. v. Plastic - Coated Rigid Steel and IMC Conduit: NEMA RN 1, Type 40 (40 mils thick). vi. Flexible Metal Conduit: UL 1. vii. Liquid -Tight Flexible Metal Conduit, Steel: UL 360. viii. Fittings for Metal Conduit, EMT, and Flexible Metal Conduit: UL 514B. Ferrous fittings shall be cadmium- or zinc - coated in accordance with UL 514B. 1. Fittings for Rigid Metal Conduit and IMC: Threaded -type. Split couplings unacceptable. 2. Fittings for EMT: Steel compression type or set screw. ix. Fittings for Rigid Nonmetallic Conduit: NEMA TC 3. C. WIRES AND CABLES Wires and cables shall meet applicable requirements of NFPA 70 and UL for type of insulation, jacket, and conductor specified or indicated. 16000 -3 Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 i. Conductors: Conductors No. 8 AWG and larger diameter shall be stranded. Conductors No. 10 AWG and smaller diameter shall be solid, except that conductors for remote control, alarm, and signal circuits, classes 1, 2, and 3, shall be stranded unless specifically indicated otherwise. Conductor sizes and ampacities shown are based on copper. All conductors shall be copper. Metal Clad cable assemblies (MC) are acceptable for use where concealed and protected from damage. a. Minimum Conductor Sizes: Minimum size for branch circuits shall be No. 12 AWG; for Class 1 remote - control and signal circuits, No. 14 AWG; for Class 2 low- energy, remote - control and signal circuits, No. 16 AWG; and for Class 3 low - energy, remote - control, alarm and signal circuits, No. 22 AWG. ii. Color Coding: Provide for service, feeder, branch, control, and signaling circuit conductors. Conductors to be color coded throughout the project with the same color applying to the same phase throughout. Color codes are as follows Al- the 208 /120 volt, 3 phase, 4 wire system: A - phase black B - phase red C - phase blue Neutral white; except where neutrals of more than one system are installed in the same raceway or box, other neutrals shall be whit with colored (not green) stripe Isolated Ground green with yellow stripe Color codes are as follows for the 480/277 volt, 3 phase, 4 wire system: A - phase brown B - phase orange C - phase yellow Neutral white; except where neutrals of more than one system are installed in the same raceway or box, other neutrals shall be whit with colored (not green) stripe Equipment Ground green Where these colors cannot be provided in the wire and cable insulation or jacket, color coding tape of the designated color shall be continuously applied in sufficient 16000 -4 Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 quantity to ensure permanency at all switchboards, panelboard, exposed terminals of other apparatus, conductor loops and splices. iii. Insulation: Unless specified or indicated otherwise or required by NFPA 70 power and lighting wires shall be 600 -volt, Type THWN -2, XHHW -2 or RHW -2. iv. Bonding Conductors: ASTM B 1, solid bare copper wire for sizes No. 8 AWG and smaller diameter; ASTM B 8, Class B, stranded bare copper wire for sizes No. 6 AWG and larger diameter. v. Service Entrance Cables: Service Entrance (SE) and Underground Service Entrance (USE) Cables, UL 854. D. PANELBOARDS UL 67 and UL 50. Panelboards for use as service disconnecting means shall additionally conform to UL 869. Panelboards shall be bolt -on circuit breaker- equipped. Design shall be such that individual breakers can be removed without disturbing adjacent units or without loosening or removing supplemental insulation supplied as means of obtaining clearances as required by UL. Panelboard locks shall be keyed same. Directories shall indicate load served by each circuit of panelboard. Directories shall also indicate source of service (upstream panel, switchboard, etc.) to panelboard. Type directories and mount in holder behind transparent protective covering. Panelboard Buses: Busses shall be copper or tin platted aluminum. Support bus bars on bases independent of circuit breakers. Main buses and back pans shall be designed so that breakers may be changed without machining, drilling, or tapping. Provide isolated neutral bus in each panel for connection of circuit neutral conductors. Provide separate ground bus identified as equipment grounding bus per UL 67 for connecting grounding conductors; bond to steel cabinet. In addition to equipment grounding bus, provide second "isolated" ground bus, where indicated. a. Panelboard Neutrals for Non - Linear Loads: UL listed, and panelboard type shall have been specifically UL heat rise tested for use on non - linear loads. Panelboard shall be heat rise tested in accordance with UL 67, except with the neutral assembly installed and carrying 200 percent of the phase bus current during testing. Verification of the testing procedure shall be provided upon request. Two neutral assemblies paralleled together with cable is not acceptable. Nameplates for panelboard rated for use on non - linear loads shall be marked "SUITABLE FOR NON - LINEAR LOADS ". Provide a neutral label with instructions for wiring the neutral of panelboards rated for use on non- linear loads. ii. Circuit Breakers: UL 489, bolt -on, thermal magnetic -type having a minimum short- circuit current rating equal to the short - circuit current rating of the panelboard 16000 -5 151 �"LL1.1+<_uldV +�ati�.w:f.,• , i�u �.S�.1t..1.G1.r Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 in which the circuit breaker shall be mounted. Breaker terminals shall be UL listed as suitable for type of conductor provided. z a. Multipole Breakers: Provide common trip -type with single operating handle. 1- z Breaker design shall be such that overload in one pole automatically causes all poles to open. 6 0 -J C.) UO b. Maintain phase sequence throughout each panel so that any three adjacent co W breaker poles are connected to Phases A, B, and C, respectively. M E. ENCLOSED CIRCUIT BREAKERS UI O UL 489. Individual molded case circuit breakers with voltage and continuous current ratings, number of poles, overload trip setting, and short circuit current interrupting rating as y? C7 indicated. Enclosure type as indicated. Provide solid neutral. H = z1.- i- O z t- NEMA FU 1. Provide complete set of fuses for each fusible switch. Time - current D o characteristic curves of fuses serving motors or connected in series with circuit breakers shall 0 0 be coordinated for proper operation. Fuses shall have voltage rating not less than circuit 0 h ILI voltage. 2 U ~ h i. Cartridge Fuses, Current Limiting Type (Class R): UL 198E, Class RK -5 time - Z delay -type. Associated fuseholders shall be Class R only. v N H= O~ F. FUSES G. CABLE TRAYS NEMA VE 1. UL Classified E80034 Control No. 46B8; NEMA Class 8C and RB. Cable trays shall be constructed of Aluminum Alloy 6063-T6. Trays shall include connectors, splice and end plates, dropouts, rung caps and miscellaneous hardware. Edges, fittings, and hardware shall be finished free from burrs and sharp edges. Fittings shall have not less than load - carrying ability of straight tray sections and shall have manufacturer's minimum standard radius, in no case less than 2 ". Ceiling cable trays shall be center spine type by Mono- Systems, B- Line., Husky, P.W. Industries or approved substitute. Square /rectangular cross rungs shall be spaced 6" o.c., with rungs alternating 18" and 24" in width. Rung height shall be 3 ". H. DRY TRANSFORMERS 16000 -6 z Museum of Flight Lobby Expansion Schematic Electrical Specification Section — 16000 i. General: Dry transformers shall be totally metal enclosed ventilated two winding type, with six 2 -1/2 percent taps, 2 -FCAN, 4 -FCBN unless otherwise noted. Temperature rise shall be 150 or 115 degrees C and the transformer shall be rated and z labeled for 10 percent continuous overload. Oversize or derated transformers not 1 acceptable. Sound ratings shall not exceed NEMA Standards for nominal size c L indicated. 6 = JU 00 i i. Vibration Mounts: All transformers shall be provided with internal vibration to 0 isolators. Transformers rated 30kVA and larger shall be provided with external tu H vibration isolators between the transformer and mounting surface. N w iii. Transformer Connections: Provide flexible conduit connections to transformer 2 casing for primary and secondary feeders. u- Q = I. GROUNDING AND BONDING: F- _ z� I- O i. Ensure that the conduit system is effectively grounded, and that bonding is obtained w F— between conduits, boxes, and receptacles. 2 o CI ii. Utilize equipment grounding conductors in all branch circuit raceways for power and 0 • 52 w W iii. Provide a separate grounding conductor in all flexible conduit. u- 0 z lighting. J. LIGHTING FIXTURES i. Provide lighting with all required, lamps and hardware required for proper operation per the fixture schedule, included on the drawings. ii. The lighting design shall comply with the latest energy code. END, SECTION 16000 16000 -7 co 0~ z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. MAYES TESTING ENGINEERS, INC. March 24, 2004 March 29, 2004- Revised City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Museum of Flight Lobby Expansion FINAL LE 9404 East Marginal VVay S Permit Tukwila, WA MTE Project No. E3074 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Soil density testing Reinforced concrete Structural steel fabrication Structural steel erection Epoxy grouted anchors Fireproofing Intumescent paint We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTIN ENGINEERS, INC. Michae yes, P.E. Presid Cc: Tenney Stenerodden- Se.11en Construction MJM:rsm fit : 00 0 0` ty o Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 o. D03 -142 MAYES TESTING ENGINEERS, INC. March 24, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila, k,AJA MTE Project No. E3074 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Soil density testing Reinforced concrete Structural steel fabrication Structural steel erection Epoxy grouted anchors We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President Cc: • Tenney Stenerodden- Sellen Construction MSD: rsm FINAL LETTER Permit No. D03 -142 Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 45 Date: Weather: Inspection: Sample(s): MAYES TESTING ENGINEERS, INC. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 3/23/04 Sunny / 50 °F Concrete (4) 4x8" en, �f'lbri. T� A) INSPECTOR: Lonny Morrison Mark A. Galusha, P.E. cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed placement of and sampled concrete for sidewalk segment on east lobby entrance south end. Contractor placed (30) cubic yards of Cadman mix #340143 with 4" slump at 62 °F, and 4.2% entrained air. Contractor placed concrete by pump and consolidated by rodding. Rebar was placed and chaired properly. Four sample cylinders were cast for strength test for 4000 psi. No discrepancies noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 1 78 ° [Water / Cement Ratio: 0.402 Remark: Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 75 ° F Sunny Concrete Cadman 481765 340143 Initial Storage Temp. (ASTM C3 NR Entrained Air (ASTM C231) [Placement Location and Notes II New annex lobby waiting area access ramps. CONCRETE LABORATORY TEST REPORT [ Slump (ASTM C143) i [Sample(s) Rec'd 4" 8 - 14 - 04 rRequired Strength (fc): ' COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Date Made 8/13/2004 0017 7346818/20/2004 1 7 8/13/2004 0017 173469 1 9/10/2004 28 8/13/2004 0017 734701 9/10/2004f 28 8/13/20041 0017 73471 { 10/8/2004 56 y Inspector(s): Lonny Morrison Tested by: Dale Yoder t. • FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement - -Type I MRWRA A/E Admix 54520 j 4 x 8 J 4.02J 1 4x8 4x8 Fla- 1 4 x 8 Lr Project No: E3074 Issued on: 8 -23 -04 Permit # (s): 7D03 -1ti Original: MI Revised: 12.69 J F4300 ( - _1 r 1 L E 3/4" 3/8" 4000 Reviewed by: / Timothy G. Branch Manager Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 IVED AUG 3 0 20 i coM D � OPN► NT Weight (per cu.yd) 1,448.0 410.0 1,287.0 227.0 136.0 429.0 26.0 3.0 psi @ 28 Ibs Ibs Ibs Ibs Ibs Ibs Oz Oz days r NA NA erle, P.E. f L NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permi Owner: Architect: Engineer: Contractor: Page 48 Date: Weather: Inspection: Sample(s): Onsite at the new uniting area building located across the street (west) from the new Museum of Flight expansion. Contractor constructing entry and exit ramps for the new building. Checked reinforcing for cover and compliance with approved drawings. All reinforcing is per plan and ready for concrete. Observed placement of a total of 13 cubic yards of Cadman mix #340143 with 4" slump at 78 °F. Cast (4) 4x8" cylinders for 4000 psi compliance testing. All concrete placed directly from the chute and consolidated by vibration. No discrepancies noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 940 Marginal - Way S ,- Tukwila, WA 903 -142 (City of Tukwila) Museum of NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 8/13/04 Sunny, 75 °F R/C (4) 4x8" Timothy J= eckerle, P.E. v.v 4 'A VG 2 3 2004 COMMUNITY DEVELOPMENT INSPECTOR: Lonny Morrison cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MICA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 47 Date: Weather: Inspection: Sample(s): E3074 _MUSEL! llM OF FLIGHT LOBBY EXPANSION 404 East M rginal Way S., Tukwila, WA 003 -142 (CJ of Tukwila) `.• a m of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 7/30/04 Cloudy Soils, Concrete (4) 6x12" vAA �y oM�y U Zv e# F( Qp MF Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 At modular building site across East Marginal Way from Museum of Flight, observed contractor prepare subgrade for concrete pour. Contractor excavated down 12" per plans through existing asphalt and base course to native brown medium sand. Sand was moisture conditioned and thoroughly compacted with Jumping Jack to a firm, dense state. This is consistent with 2000 psf bearing requirement shown in approved plans for modular building foundation. Contractor then placed continuous perimeter footing and interior pad footings. Reinforcing was according to plans. Approximately 5 cubic yards of Cadman mix #340143 was placed, and consolidated with a vibrator. Sampled concrete and cast (4) 6x12" test cylinders at a slump of 4 ". To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: / /41 Timothy G. kerly, P.E. INSPECTOR: Tom Cain cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [ Sample Temp. (ASTM C1064) 61 ° [Water / Cement Ratio: 0.442 43 °F Clear Concrete Cadman 447333 340143 Initial Storage Temp. (ASTM C31 NR 4 -3/4" ,Placement Location and Notes CONCRETE LABORATORY TEST REPORT Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction j231j Entrained Ai FIELD DATA (ASTM C31 and C172) 4•6 % lump (ASTM C143j `[Sample(s) Rec'd 3 -11 -04 Actual SET 1 Sidewalks east of lobby expansion. Sampled at 10 cubic yards of 44 cubic yards total. Project No: E3074 Issued on: 4 -9 -04 Permit # (s): D03 -14 Original: Revised: ❑ 0 Everett Office 917 - 134th Street SW Suite A.1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,460.0 Ibs Coarse Aggregate 3/8" 408.0 lbs Fine Aggregate 1,290.0 Ibs Water 251.0 lbs Fly Ash 138.0 Ibs Cement- -Type 1 & 11 430.0 lbs Glen 3030 25.0 Oz NC Accl 43.0 Oz A/E Admix 3.0 Oz 4000 Psi @ 28 days [Required Strength (f'c): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1 3/11/2004 j 0013 165837[3/18/2004 [ 7 Jr 97030 1 6 x 12 JL6.01 j L28.37 1 3i ago 1 1 NA i " [3/11 /2004 0013 1 65838 L4/8/2004 L 28 1_130760 1 6 x 1 [ L28.46 _1 4590 J I NA F3/11/2004 1 0013 1658391 4/8/2004 1 28 1 1 6 x 1 2 _ 1 6 7 0 2 1 1 - 28.46 I L 4770 1 L NA___l " 1 3/11/2004 0013 65840] 4/8/2004] 28 1r 131280 J 6 x 12 ]] 6.02] L28.46 I [ 46101 r NA j " Remark: Inspector(s): Kevin Graham Tested by: Dale Yoder Reviewed b Timothy G. erle, P. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. Initial Storage 1 Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 62 NR 4.2% [Water / Cement Ratio: [ Slump (ASTM C143) i [Sample(s) Recd L ow 0.402 4" 3 -24 -04 [Required Strength (f'c): Placement Location and Notes Sidewalk on east lobby entrance. 42.8 oz of NC -Acct. Date Made 3/23/2004 L3/23/2004 Sample # 0014 0014 3/23/200 0014 3/23/2004 1 0014 Remark: 47 F Partly Cloudy Concrete Cadman 449509 340143 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 66399 CONCRETE LABORATORY TEST Itk1 dtTs- 3/30/2004 7 66400 14/20/2004 1 28 6640114/20/2004 28 664021 5/18/2004 1 56 Inspector(s): Lonny Morrison Tested by: Zenaida Revilla FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" 1,473.0 Coarse Aggregate 3/8" 405.0 Fine Aggregate 1,297.0 Water 227.0 Fly Ash 135.0 Cement- -Type I & II 429.0 Glen 3030 25.0 A/E Admix 3.0 57750 1 4x8Ja.(� L12.63 1_114 L _I 4 x 8 ^] 4x8 Reviewed by: Project No: E3074 Issued on: 3 -31 -04 Permit # (s): D03 -142 Original: Revised: ❑ 4000 46761 psi @ 28 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) Ibs Ibs lbs Ibs Ibs Ibs Oz Oz days NA NA • L NA l' • L NA] Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. . Initial Storage (ASTM C1064) Temp. (ASTM C31) 61 ° F NR Date Made Sample # Remark: CONCRETE LABORATORY TEST REPORT Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 40 F Clear Concrete Cadman 4445325 340143 Entrained Air (ASTM C231) 4.6 % Water / Cement Ratio: [ Slump (ASTM 0143) [Sample(s) Rec'd 0.428 4 -1/2" 3 -3 -04 [Required Strength [Placement Location and Notes j Concrete was placed by chute at two walkway ramps to north and south parking areas, east side of structure. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Inspector(s): Rob Emery Tested by: Cheri Willett FIELD DATA (ASTM C31 and C172) i Actual Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,192.0 lbs Coarse Aggregate 3/8" 750.0 lbs Fine Aggregate 1,295.0 lbs Water 241.0 Ibs Fly Ash 135.0 Ibs Cement - -Type I & II 428.0 lbs Glen 3030 25.0 Oz A/E Admix 3.0 Oz 6.01 Reviewed by: Project No: E3074 Issued on: 3 -31 -04 Permit # (s): D03 -142 Original: RI Revised: ❑ 28.37 28.27 28.27 4000 4200 r 3/2/20047 0102 654571 3/9/2004 ] 71 119050 1 6 x 12 3/2/2004 0102 1 65458 3/30/2004 28 50450 1 6 x 12[6700 3/2/20041 0102 65459 3/30/2004 22[147680 1 6 x 12 1 6.00 3/2/2004 1 0102 654601 3/30/2004 1 28 144210 1 6 x 12 Coo 11 28.27 1 L5100 1 5320 1 5220 psi @ 28 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 days NA [NAT NA 1 * NA Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62 °F Date Made 3/9/2004 L 3/9/200 4 3/9/2004 [ 3/9/2004 Remark: 52 ° F Showers Concrete Cadman 446746 3400143 Initial Storage Temp. (ASTM C31 NR CONCRETE LABORATORY TEST REPORT Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction Entrained Air (ASTM C231) Slump (ASTM C143) i [Sample(s) Redd' 3 - 17 - 04 [Required Strength (Pc):' 4" Placement Location and Notes SET 1 Two sidewalk sections along southeast side, at entry and at south end. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0012 6567813/16/2004 L 7 121300 15 x 121 1 0012 65679 4/6/2004 1 28 1 0012 1 65680 1 4/6/2004 1 28 L 0012 J 65681 1 4/6/2004 1 28 Inspector(s): C.Trip Edgerton Tested by: Carl Reynolds Project No: E3074 Issued on: 4 -7 -04 Permit # (s): D03 -142 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" 1,454.0 Coarse Aggregate 3/8" 408.0 Fine Aggregate 1,298.0 Fly Ash 135.0 Cement 429.0 WRA 25.0 4.1 % A/E Admix 3.0 6.00 j 28.27 ] 4290 NA [ 164750 1 6 x 12 [ 6 021 [ L5790 1 NA 1 163130 1 6 x 12J 6.0J 28.46 F5730 j r NA j [ 1 x 12 ][6.02] 28.46 1 1 573011 f NA Reviewed by: r Timothy G. B Branch Manager Everett Office 917 - 134111 Street SW Suite A -1 Everett, WA 98204 pli 425.742.9360 fax 425.745.1737 Weight (per cu.yd) Ibs Ibs lbs Ibs Ibs Oz Oz 4000 Psi @ 28 days /5 g44/4-= erle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 ......,.< L.•:...::: rum- i«:.....:... c:'...-. c.:= :a «w -�., i.:.C•%'•+..�'7+= ..•,�w,.r�.''. )9 -2004 14:03 MAYES TESTING ENGINEERS, INC. March 24, 2004 March 29, 2004- Revised City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila, WA MTE Project No. E3074 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Soil density testing Reinforced concrete Structural steel fabrication Structural steel erection Epoxy grouted anchors Fireproofing Intumescent paint We trust that this provides you with the information that you require, Should you have any questions, give us a call. Sincerely, MAYES TESTIN ENGINEERS, INC. Michae EI ' es, P.E. Presid Cc: Tenney Stenerodden- Sellen Construction MJM :rsm MAYES TESTING ENGINEERS 425 745 1737 P.02'02 • FINAL LETTER Permit No. D03 -142 Evert Office 917.134111 Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 5. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Offfce 7911 NE 33rd Drive Suite 190 Portland, Ofi 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED f ;. 9 :104 DEPARTMENT NT TfTAI P A7 TO: NBBJ (SEATTLE) R # 0052 ATTN: BRUCE MACON FROM: RICH PETERSON DATE SUBMITTED: 1/15/2004 RESPONSE DEADLINE: 1/22/2004 REFERENCE: Rigid (insulation SECTION #: DRAWING / DETAIL #: 15/A -51 ATTACHMENTS: QUESTION / REQUEST The rigid insulation in the lid of the gift shop expansion under the barnstormer lounge is combustible. The COT inspector has required sprinklers in the enclosed area above the suspended ceiling. Please advise. ORIGINATED BY: Sellen Construction COST IMPACT: X DATE: 1/15/2004 TIME IMPACT: ARCHITECT / ENGINEER RESPONSE The kind of insulation used does require either sprinklering or covering with gwb. RESPONSE BY: Bruce Macon FIRM: NBBJ DATE: 1 12/22/04 REQUEST FOR INFORMATION Sellen Project # 4592,001 - LOBBY EXPANSION SELLEN CONSTRUCTION 227 Westlake Ave. N. PO Box 9970 Seattle, WA 98109 Tel (206) 682.7770 Fax (206) 623.5206 www.sellen.com l�3 GENERAL CONTRACTING CONSTRUCTION MANAGEMENT CUSTOMER SERVICE GROUP 4z r...§) Copyright © 1999 ICBO Evaluation Service, Inc. Filing Category: INSULATION (128) `�(2 3-l`f2 ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT THERMAX INSULATION BOARDS CELOTEX CORPORATION POST OFFICE BOX 31602 TAMPA, FLORIDA 33631 - 3602 BAY INSULATION DIVISION OF BAY INDUSTRIES INC. POST OFFICE BOX 9229 2929 WALKER DRIVE GREEN BAY, WISCONSIN 54308 -9229 1.0 SUBJECT Thermax Insulation Boards. 2.0 DESCRIPTION 2.1 General: Thermax insulation boards are aluminum - foil -faced polyiso- cyanurate foam plastic boards reinforced with glass fibers for use as nonstructural insulation boards. The products are available in thicknesses ranging from 1/2 inch through 4 inches (12.7 mm througti 108 mm), with standard 16 -, 24- and 48 -inch (406, 610 and 1219 mm) widths and various lengths. The foam core has an approximate density of 2 pcf (32 kg /m a flame- spread rating of 25 or Tess and a maximum smoke - developed rating of 450 or less. The Thermax insula- tion boards are also sold under the trade name Bay Max and are described in Table 1. Facers are as described in Table 1. 2.2 Installation: The insulation boards may be installed in walls and ceilings of combustible construction as follows: in wall cavities, in ceil- ing assemblies, on the inside or outside faces of exterior wood- or steel- framed walls, concrete or masonry walls, on the inside or outside of basement walls, in attics and crawl spaces in accordance with Section 2.3 of this report, and in fire - resistive construction in accordance with Sections 2.4 and 2.5. • On buildings required to be of noncombustible construc- tion, the insulation boards may be installed on the interior face of concrete or masonry walls and concrete ceilings, and in concrete or masonry construction complying with Section 2602.4, Exception 3, of the code. The thermal barrier required in Section 2602.4 of the code is not required for insulation boards a maximum of 3 inches (76 mm) thick, installed on walls or ceilings, based on suc- cessful completion of room corner tests in accordance with UBC Standard 26 -3. Insulation boards thicker than 3 inches (76 mm) must be separated from the interior with a thermal barrier, as required in Section 2602.4 of the code. A vapor barrier may be required by the building official. The boards are installed on the interior or exterior of walls and ceilings with wood or steel framing (including girls and purlins) and to the interior face of concrete or masonry walls ER -3223 Reissued March 1, 1999 and ceilings with suitable fasteners such as 3 /8- inch - diame- ter -head (9.5 mm) galvanized roofing nails, 1- inch -crown (25.4 mm) No. 16 gage wire staples, 1 /4- inch - diameter (6.4 min) stove bolts with 1 /2- inch- diameter (38 mm) steel wash- ers, or self- tapping screws, and spaced 12 inches (305 rnm) on center across the board width and of sufficient length to penetrate framing a minimum of 3 / 4 inch (19.1 mm) or through the structural sheathing, whichever is less. The boards are attached with the long dimension either parallel or perpen- dicular to framing members which are spaced a maximum of 24 inches (406 mm) on center. Vertical insulation board joints must be on a framing member. The boards must be installed in accordance with Celotex Corporation application instruc- tions. When installed without a thermal barrier, and where it is necessary to protect the insulation from damage, covering materials must meet the interior finish requirements of the code. The insulation boards are considered nonstructural sheath- ing. Structural sheathing or wall covering over the insulation board must be structurally adequate to resist the required hor- izontal forces perpendicular to the wall. All walls must be braced in accordance with Section 2326.11.3 of the code. Insulation boards shall not be used as a nailing base. All nailing shall be made through the boards into the wall framing or structural sheathing as required by the siding manufactur- er's instructions or the code. Portland cement plaster on metal lath may be applied in compliance with Chapter 25 of the code over maximum - 1 inch -thick (38 mm) insulation boards, provided the fas- teners are proportionally longer and minimum penetrations into framing members or backing comply with the code. A weather - resistive barrier complying with Section 1402.1 of the code is required and, when applied over wood -based sheathing, must comply with Section 2506.4 of the code. 2.3 Special Uses: Under the following conditions, the products may be installed on walls or ceilings of attics or crawl spaces with no covering applied to the boards: 1. Entry to the attic or crawl space is only to service utilities. 2. There are no interconnected basement or attic areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. A vapor barrier is installed on the floor of the crawl space. 5. Ventilation complying with Sections 2317.7 and 1505 of the code is provided. 6. Insulation boards are a maximum of 3 inches (76 mm) thick. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class ,t members of ICIJO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor (IS an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICIJO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 . ..- .- >,...... t... , .. -.».- .� �...�.'la:ycµuu,. �i�F •J:;u:J:tW7c>:e+:d.'itf:3i"sk.G PRODUCT FACER Tharmax Boards Bay Max Boards Side "A" Slde "8" Thetmax Sheathing Bay Max Sheathing 1 -mil reflective foil 1 -mil foil Thermax Heavy Duty Plus Insulation/Finish Board Bay Max HDP 16.5 -mil white embossed coated aluminum sheet, laminated to 1 -mil plain foil 1 -mil foil Thermax Heavy Duty Insulation/Finish Board Bay Max HD 4 -mil white embossed foil 1.25 -mil foil Thermax Light Duty Insulation/Finish Board Bay Max LD I.25 -mil white embossed foil I.25 -mil foil Thermax Ag -Therm Insulation/Finish Board N/A I.25 -mil white embossed foil I -mil foil Thermax Metal Building Board Bay Max MB I.25 -mil embossed reflective foil I.25 -mil foil NOMINAL THICKNESS (Inches) R -VALUE AT 75 °F MEAN TEMPERATURE (tt. -hr. °F /B1u) I/, 3.6 1 7.2 2 14.4 3 21.6 4 28.8 4 30.0 Page 2 of 2 ER -3223 2.4 Two -hour Masonry Bearing Wall: Thermax Sheathing is applied directly to the interior face of concrete block walls with vertical 1 /4- inch -wide (6.4 mm) beads of Macco Liquid Nails Adhesive at 16 inches (406 mm) on center [minimum four beads per 4- foot -wide (1219 mm) board). Minimum - -inch -thick (15.9 mm) Type X gypsum wallboard is attached to vertical nominal 1 -by -2 fire- retardant- treated wood strips spaced at 24 inches (610 mm) on center using 6d common nails at 8 inches (203 mm) on center. The wood strips are located on the face of maximum -2 -inch- thick (57 mm) Thermax Sheathing and are attached to the concrete block with 4 -inch -long (102 mm), 3 /1 6 -inch (4.8 mm) Tapcon concrete fasteners at 24 inches (610 mm) on center. 2.5 One -hour Wood Stud Bearing Wall: The wall consists of wood studs spaced at 16 inches (406 mm) on center with protection on the exterior face as set forth in Item 18 -1.1 of Table 7 -B of the Uniform Building CodeTM. The interior face consists of maximum -1- inch -thick (25.4 mm) Celotex Thermax Sheathing, applied vertically and attached to studs using 1 -inch (38 mm), No. 11 gage, galvanized roofing nails at 8 inches (203 mm) on center along the board perimeter and 12 inches (305 mm) on center at intermediate studs. Five - eighth -inch -thick (15.9 mm) Type X gypsum wall- board is then applied with 10d smooth common nails at 8 inch- es (203 mm) on center along the perimeter and at intermedi- ate studs. Joints are treated with reinforcing tape and joint compound. Friction -fitted glass -fiber batts with a 1 -pcf (16 kg/m density completely fi)l the stud cavities. Allowable wall loads may not exceed the more restrictive of the following: 1. 2,300 pounds (10.23 kN) per stud. 2. Design stress of 0.78 F' , up to a maximum l /d of 33. 2.6 Thermal Resistance: Stabilized thermal- resistance values (R- values) are shown in Table 2. 2.7 Identification: All insulation boards are identified by the product name, the R -value and the evaluation report number (ICBO ES For SI: 1 mil = 0.0254 mm. N/A = Not available. For SI: I inch = 25.4 tnm, t °F = 9 /5t °C + 32, 1 ft.= -hr. °F/Btu = 0.176 110 m -K/W. ER- 3223). End caps, packaging and labels also state the above and bear the label of the quality control agency (ETL Testing Laboratories, Inc. /Intertek Testing Services). 3.0 EVIDENCE SUBMITTED TABLE 1-- THERMAX AND BAY MAX INSULATION BOARDS Data in accordance with the ICBO ES Acceptance Criteria for Foam Plastic Insulation (AC12), dated January 1996; reports of room corner, flame- spread, fire- resistance and thermal -re- sistance tests; and product brochures. 4.0 FINDINGS That the Thermax insulation boards described in this re- port comply with the 1997 Uniform Building Coderu, subject to the following conditions: 4.1 The boards are identified and installed in accord- ance with this report and the manufacturer's in- structions. 4.2 A thermal barrier is not required for boards a maxi- mum of 3 inches (76 mm) thick as noted in Sections 2.2 and 2.3 of this report. 4.3 The wall covering provides necessary structural resistance to wind and seismic forces in spanning between wall - framing members. 4.4 Walls are braced in accordance with Section 2326.11.3 of the code. 4.5 The local building official may require a vapor barri- er to be installed. 4.6 The products are manufactured at the Celotex Cor- poration plants located in Pennsauken, New Jersey; Charleston, Illinois; Texarkana, Arkansas; and Tracy, California, under a quality control pro - gram with inspections by ETL Testing Laborato- ries, IncJlntertek Testing Services (NER- QA219). This report is subject to re- examination in one year. TABLE 2 STABILIZED THERMAL RESISTANCE VALUES FOR INSULATION BOARDS MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Water / Cement Ratio: 0.442 1 Date Made Sample # 1 3/11/2004 1 0013 1 65840 Remark: CONCRETE LABORATORY TEST RE'()R`X',j i Museum of Flight Lobby Expansion Project No: E3074 9404 East Marginal Way S Issued on: 3 - 19 - 04 Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 43 °F Clear Concrete Cadman 447333 340143 Sample Temp. Initial Storage I Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 61 NR 4.6% Slump (ASTM C143j 1 [Sample(s) Rec'd 4 -3/4" Placement Location and Notes SET 1 Sidewalks east of lobby expansion. Sampled at 10 cubic yards of 44 cubic yards total. 1 3/11 /2004 1 0013 65833/18/2004 7 1 3/11/2004 0013 165838 1 4/8/2004 1 28 3/11 /2004 r 0013 658391 4/8/2004 28 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: 3 -11 -04 [Required Strength (f'c):' COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code L97030 { 6 x 12 L6,011 1_6x121 JL r - I 6 x 12 5/6/2004 56 jr 6 x 12 Inspector(s): Kevin Graham Tested by: Chris Pratt J Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement - -Type 18, II Glen 3030 NC Accl A/E Admix Permit # (s): D03 -142 Original: Revised: ❑ 28.37 C Reviewed by: Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742,9360 fax 425.7451737 Weight (per cu.yd) 3/4" 1,460.0 Ibs 3/8" 408.0 lbs 1,290.0 lbs 251.0 Ibs 138.0 lbs 430.0 lbs 25.0 Oz 43.0 Oz 3.0 Oz 4000 psi 28 days 3420 Michael S. Dolder, P.E. Technical Director NA ( NA R 1 L J r 11 NA 1 r • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 42 Date: Weather: Inspection: Sample(s): E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., wila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 3/9/04 Showers R/C (4) 6x12" Made final inspection of resteel in (2) sidewalk sections along the SE side of the lobby expansion, finding clearances to be good. The contractor placed (19) cubic yards of Cadman mix #340143 in these forms via truck chute, consolidating it with rod and bull float. A representative sample was found to have a slump of 4 ", 4.1% entrained air, and a temperature of 65 °F. Cast (4) cylinders for lab curing and analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: C. "Trip" Edgerton REVIEWED BY: /J! ! . / ar • . alusha, P.E. cc: Bldg Dept -City of Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Selle Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 No. Member Location Avg. Thickness (mils) Min. Required 1 P10 E1.2 /EC 139 62 2 P10 E2 /EC 105 62 3 P10 N1 /A 78 62 4 P10X B /E3 53 35 5 P10X B/N1 71 35 6 P10X NA/N1 58 35 7 Brace B -line 100 62 8 Brace N1 -line 99 62 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 43 Date: Weather: Inspection: Sample(s): E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 3/8/04 Clear Intumescent Paint Thickness N/A Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Verified required thickenss of "A/D Firefilm II" intumescent paint applied to (3) P1 OX columns, (3) P10 columns, and (2) pipe braces for conformance with applied fireproofing plans using "Positector 6000" coating thickness gauge (MTE ID #680). All members met minimum thickness required: To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: k alusha, P.E. INSPECTOR: Tom Cain cc: Bldg Dept -City • Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -SeI en MAYES TESTIN(. ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 44 Date: Weather: Inspection: Sample(s): E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 3/11/04 Clear / 40s R/C (4) 6x12" Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the placement of, and sampled from (44) yards of Cadman mix #340143 for sidewalks placed east of the lobby expansion. Cast (4) 6x12" concrete cylinders for compression testing. Concrete was pump - placed with a slump of 43/4", entrained air content at 4.6 %, and a temperature of 61 °F. Resteel placed was verified for size, grade, placement, clearance and lap. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: " i . 110 .` alusha, P.E. INSPECTOR: Kevin Graham cc: Bldg Dept -City • Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Sel n MAYES TESTING ENGINEERS, INC �8 1J I.,r. = .. �. Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) CONCRETE LABORATORY TEST REPORT Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 52 °F Showers Concrete Cadman 446746 3400143 Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) FIELD DATA (ASTM C31 and C172) Actual 62 NR 4.1 % Slump (ASTM C143) [Sample(s) Recd i 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,454.0 Ibs Coarse Aggregate 3/8" 408.0 lbs Fine Aggregate 1,298.0 lbs Fly Ash 135.0 lbs Cement 429.0 Ibs WRA 25.0 Oz A/E Admix 3.0 Oz 4" 3 - 17 - 04 Required Strength (f'c): i 4000 PSI @ 28 days [Placement Location and Notes j SET 1 Two sidewalk sections along southeast side, at entry and at south end. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1 3/9/2004 T 0012 65678 1 3/16/2004 - 7 121300 6 x 12JL� 28.271 1 4290] NA L3/9/2004 0012 J65679 1 4/6/2004 283 [ 6 x 12 i[ J [ 1 Pk - 1 • [ 3/9/2004 0012 65680 [ 4/6/2004 [ 28 —] 6 x 12 I[ 11 1 [ r NA 0012 J656811 5/4/2004 L56 _J 6 x 12 .1[ J L I NA 3/9/2004 Remark: Inspector(s): C.Trip Edgerton Tested by: Carl Reynolds Reviewed by: Project No: Issued on: E3074 3 -17 -04 Permit # (s): D03 -142 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 41 Date: Weather: Inspection: Sample(s): Date: Weather: Inspection: Sample(s): E3074 `it MUSEUM OF FLIGHT LOBBY EXPANSION r 9404 East Marginal Way S., ukwila, WA , 1 c ` ' ; ,;;, D03 -142 (City of Tukwila) oFu , , y ,s ./ N� M f N,7 Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 3/2/04 Clear / 40s R/C N/A 3/3/04 Rain / 40s R/S N/A Onsite per request for resteel inspections and to monitor and test concrete. Resteel was inspected for north and south concrete ramps at east side walkways to parking and north walk. Resteel was tied securely per 9/C301 of civil drawings, supported on dobie blocks. Contractor placed (61) cubic yards of mix #340143 from Cadman at ramps. Slump, air content and water /cement ratio were within specification guidelines. One set of (4) 6x12" concrete cylinders were obtained for strength verification. No nonconformances were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Onsite for reinforced concrete inspections and sampling. Checked resteel at the slab -on -grade at entry and east perimeter of the new addition, and found resteel per 9/C301. Cover modifications will need to be checked prior to concrete placement. Concrete placement was cancelled due to rain. Preliminary Inspection REVIEWED BY: alusha, P.E. INSPECTOR: Rob Emery INSPECTOR: Rob Emery cc: Bldg Dept -City o ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC rAf Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Date Made Sample # Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 40 °F Cloudy Concrete Cadman 440477 340143 Sample Temp. ' Initial Storage - Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 55°F NR 4.5 % [Water / Cement Ratio: [Slump (ASTMVI C143) 1 [Sample(s) Rec'd 0.405 Lab # CONCRETE LABORATORY TEST REPORT 7 FIELD DATA (ASTM C31 and C172) Mix Proportions: Ingredient Coarse Aggregate coarse Aggregate Fine Aggregate Water Fly Ash Cement- -Type I Glen 3030 NC Accel A/E Admix 2 - - 04 Required Strength (f'c): Actual Project No: E3074 Issued on: 3 -5 -04 Permit # (s): D03 -142 Original: Revised: ❑ P Location and NoteS 40 cubic yards were placed for the slab on grade patio. (4) 6x12 cylinders were made. pump truck. Mix proportions are actual per cubic yard, taken from a 10 yard batch. Concrete was placed by COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) L2/5/2004 l 0010 . 64339 _2/12/2004__, 7-][ 140600 _6 x 12 J6.02 [ 2/5/2004 0010 1 64340 [3/4/2004 [ 28 1[17030T] 6 x 121 6.01) [ 28.371 [ 2/5/2004 0010 64341 { 3/4/2004 1 28_i[ 181270 1 x 12 116.01 I) 28.37 1 (_ 2/5/2004 ] 0010 1643421 3/4/2004 J 28j[181180 1 6 x 12 11 6.01 _)1 _28.37 Remark: Everett Office 917. 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 3/4" 1,461.0 Ibs 3/8" 416.0 lbs 1,420.0 Ibs 229.0 lbs 13.5.0 Ibs 430.0 Ibs 25.0 Oz 43.0 Oz 3.0 Oz 3000 Psi @ 28 days Failure Code 1. I — . .49401 L_NA.__.. `1 i 6001 L_NA-_ 1 L6390] L NA ] " 63901 Inspector(s): Mike Virgilio Tested by: Dale Yoder Reviewed by: _ _ _ Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MT[ Form #150, Rev 3, 7 -0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Tenip. ' Initial Storage - Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 61° NR 4.6% ;Water / Cement Ratio: 0.428 40 °F Clear Concrete Cadman 4445325 340143 Slump (ASTM C143) 4 -1/2" Placement Location and Notes Inspector(s): Rob Emery Tested by: Scott J Johnson CONCRETE LABORATORY TEST REPORT Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction FIELD DATA (ASTM C31 and C172) [Sample(s) Rec'd Actual Project No: E3074 Issued on: 3 -10 -04 Permit # (s): D03 -142 Original: n Revised: ❑ I Mix Proportions: Ingredient Coarse Aggregate 3/4" 1,192.0 Coarse Aggregate 3/8" 750.0 Fine Aggregate Water Fly Ash Cement - -Type I & II Glen 3030 A/E Admix 1,295.0 241.0 135.0 428.0 25.0 3.0 Weight (per cu.yd) Ibs Ibs Ibs lbs Ibs Ibs Oz Oz 3 -3 -04 [Required Strength (fc):' 4000 Psi @ 28 days Concrete was placed by chute at two walkway ramps to north and south parking areas, east side of structure. Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code L 3/2/2004 j 0102 J 65457 l 3/9/2004 J 7 )[ 119050 1 6 x 121 6.01 1 28.37_[ L4200] NA 1 3/2/2004 r 0102 _16545_8_I 3/30/2004 L 281 l 6 x 12 1C ] [^ - [ NA • r 3/2/2004 0102 1 65459 [ 3/30/2004 1 28 IL [ 6 x 12 L 1 L F 1 LNA J° r 3/2/2004) _ 6102 _165460 4/27/2004 561 _] 6 x 12 lr 1 J 1� -- 1 [ NA J • Remark: Reviewed by: Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 �. ..... -... — ......... va is a >>.. MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 °F Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA CONCRETE LABORATORY TEST REPORT NR Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 38 °F Partly Cloudy Concrete Cadman 435760 340143 Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) [Water / Cement Ratio: [ Slump (ASTM C143)) ISample(s) Recd; 0.428 5" Placement Location and Notes Cafe patio slab on grade, north section and section between cafe doors to patio. Inspector(s): Paul Myers Tested by: Zenaida Revilla Reviewed by: Project No: E3074 Issued on: 3 - - Permit # (s): D03 -142 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,192.0 Ibs Coarse Aggregate 3/8" 750.0 Ibs Fine Aggregate 1,295.0 Ibs Water 241.0 Ibs Fly Ash 135.0 Ibs Cement - -Type I & U 428.0 Ibs 4 % Glen 3030 25.0 Oz A/E Admix 3.0 Oz NC Accel 64.0 Oz psi @ 28 days 1 -13 -04 i Required Strength (fc): 4000 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1/12/2004 1 0009 16315811/19/2004 [ 7 j 121580 1 6 x 12 16.0311 28.56 1/12/2004 0009 1_631591 2/9/2004 1 - 2 - 8 j[ 1689801 6 x 12 11_6.01j [_ 28.37 1/12/2004]0009 _1631601_2/9/2004_128_1_167380_16 x 12_1r D/12/2004 /12/2004 1 0009 1_631611 3/8/2004 1 56] 186430 1 6 x 121 L28.37 . Remark: 4260 1 59601 __5900 _1 6570] Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 L NA 1• L NA 1 - [,NA _] • L__NA i NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 38 Date: 12/16/03 Weather: Rain Inspection: Soils Samples Cast: N/A E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ Seattle MKA - Seattle Selien Construction Co, Inc. R c /f ro FEB 9 �, 2004 QEirkt OPMF r Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Today, contractor mixed 4000 lb bulk sack of cement into existing crushed recycled concrete subgrade soil. Most of the cement mixed in softest central area shown in Shannon & Wilson report sketch. Additional lighter amount of cement was mixed throughout the ramp area. Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Onsite to observe the treatment of previously compacted access ramp subgrade with cement. MTE previously conducted compaction testing on subgrade of ramp access directly south of new lobby expansion. Tests indicated sub 95% compaction. Shannon & Wilson geotechnical engineer subsequently visited site and recommended that the area be treated with cement to dry up the soil. See attached Field Density Test Report dated 1/15/04. All areas were thoroughly mixed with tilling attachment on Bobcat. A dozer then graded the area, and finally, the area was rolled with a single drum roller. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. INSPECTOR: Tom Cain cc: Bldg Dept -City o kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 39 Date: 2/18/04 Weather: Overcast / Showers / 40s Inspection: Soils Samples Cast: (1) bucket of soil sample Obtained density gauge from MTE Everett lab. Onsite to perform in -place density testing on subgrade material (1 recycled crushed concrete) at east side of lobby expansion -- see enclosed map. In -place material had been placed and compacted (rough graded) in late summer 2003. Fine grading and compaction using small plate compactor (WP 1550) east of EC -line between grids El and E3 (represented by Tests #1 thru 4) completed early to mid - February 2004. Compaction tests taken today in this area ranged from 86 to 91% of the 127.5pcf Proctor value. Moisture content ranged from 13.4 to 15.5% with optimum moisture at 10 %. Area north of E3 -line (indicated by Tests #6 and 7) was graded and compacted using a large Diesel plate compactor (delivered today mid - morning). Density test in this location ranged from 89 to 91 % with moisture content between 13.6 and 14.0 %. All tests taken today failed 95% ASTM: D1557. See attached Field Density Test Report and Location Map. In conversation with Tenny (Sellen), it was agreed that a sample of this fill material should be taken to MTE Everett lab for a point Proctor comparison. Sample taken by this inspector to MTE Everett lab. Results should be available by mid - morning on 2/19/04. It should be noted that standard steel probe tests in all areas found the condition of the material to be firm. Preliminary Inspection Pending point Proctor results and % compaction adjustments, if any. REVIEWED BY: IT44- 4;11' =:' E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03-142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. Mark ' . alusha, P.E. INSPECTOR: Kevin Graham cc: Bldg Dept -Cit of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman- ` =11:n Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph .253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED FEB 27 2004 BUILDING DEPARTMENT Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /G Wet Density Dry Density Moisture Content % Compaction 1 5' E of bldg - see test location map SG 127.5 10.0 124.9 110.0 13.5 86 1'/," recycled crushed concrete 2 20' E of bldg - see test location map SG 127.5 10.0 130.5 113.9 14.5 89 1 recycled crushed concrete 3 40' E of bldg - see test location map SG 127.5 10.0 129.7 112.3 15.5 88 1 %" recycled crushed concrete 4 10' E of bldg - see test location map SG 127.5 10.0 132.2 116.6 13.4 91 1 %" recycled crushed concrete 5 See Location Map SG 127.5 10.0 132.7 116.8 13.6 92 1%" recycled crushed concrete 6 See Location Map SG 127.5 10.0 130.7 114.7 14.0 90 1'/;' recycled crushed concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33' Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material: El ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: No. of Passes: Thickness of lift: Method of Adding Moisture: Comments: Materal in- place. 95% FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ In our opinion, fill generally meets specifications as indicated by test numbers: 5 ❑ 0 Fill test meets specifications Contractor Advised Full -time observation Quality Control Sample:Test No.: Dry Density: Moisture %: 5 . :M Part -time observation Page: 1 of 1 Project: Museum of Flight MTE Project #: E3074 Date: 2/18/2004 Permit #: D03 -142 Inspector: K Graham MTE Nuclear Gauge #: 19 In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: 1 -6 MTE Form #113, Rev 4.4/02 z 1 • w 6 JU O 0 W = N LL W O g 1 Z • 0 H = Z1.- 1- O Z 1- W � U N 0 I- = w - O .. w Z i = i- � O Z O O rp 7.c CONTROL JOINTS O SITE PLAN W/ CONTROL JOINTS SCALE: 1/ 16 2. 1 -0 • •DE4)s t ry - 7 sT 1,0e A r iopl) /VI/9 P /Yl05E0rn o f _r6 -&II L,oSQ E JSio" E cY7 q a- i s -- oz-/ EST L. c,A to/0 1 4' r w' = � LL W oo } gJ co II - 1 1 J, ZH W W 0 0- 0 W 1- 9 = 0 Z W U Z 0 z MAYES TESTING ENGINEERS, INC. snamcssmaawaszsraaztunnuonn: MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 40 Date: Weather: Inspection: Samples Cast: REVIEWED BY: 3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 2/19/04 Overcast / 40s Soils N/A Reference K Graham (MTE) report dated 2/18/04. Obtained density gauge from MTE Everett lab. 1V" recycled concrete sample tested for a point proctor. Results were 127.0 at 10.0 %. Two in- place density tests were taken today with % compaction being 90% at 12.3% moisture content and 89% at 12.3% moisture content. Testing locations were east of EC -line between grids El and E2. Large diesel plate compactor was used in this and all areas. No deflections noted when used in inspector's presence. Probe tests using a standard steel probe indicated a firm condition (W or less penetration). Suggested a representative from Shannon & Wilson Geo Engineers be contacted and give final evaluation of soil soundness. See MTE Field Density Test Report for test information. Preliminary Inspection Pending Shannon & Wilson's evaluation of soil condition, east of EC -line from grids El to E3, and ramp north of lobby expansion. ar A. G lusha, P.E. INSPECTOR: Kevin Graham cc: Bldg Dept -City •f Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage-NBBJ, Brian Glover -MKA, Al Bergman -S= en Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED FEB 2 7 2004 DEPARTMENT Test # Location Depth or Elevation (feet) Laboratory Maximum Dry Density OMC % Field Soil Type Description Wet Density Dry Density Moisture Content % Compaction % 1 E1.5, 13' E of Lobby SG 127.0 10.0 128.2 114.2 12.3 90 1W Recycled Crushed Concrete 2 E2.7, 25' E of Lobby SG 127.0 10.0 126.5 112.7 12.3 89 1'/." Recycled Crushed Concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33' Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 FIELD DENSITY TEST REPORT ASTM D 2922 / D 3 Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: 1 -Ig plate compactor No. of Passes: 2 - 3 Thickness of lift: N/A Method of Adding Moisture: Comments: Material in place. N/A 95% In our opinion, fill generally meets specifications as indicated by test numbers: ❑ Project: MTE Project #: Permit #: Inspector: 1 -2 Page: 1 of 1 Museum of Flight Lobby Expansion E3074 Date: 2/19/2004 D03 -142 K Graham MTE Nuclear Gauge #: 19 In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: ❑ Fill test meets specifications Contractor Advised Full -time observation Quality Control Sample :Test No.: Dry Density: Moisture %: ❑ Part-time observation WE Form #113, Rev 4, 4102 z t-- Z fe 2 -� O 0 C o W y J 1— • u_ Q S d w z= H O W • W O — O I- w IL O .z U= 0 z MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 55°F 40 °F Cloudy Concrete Cadman 440477 340143 Ini tial Storag Temp. (ASTM C31 NR CONCRETE LABORATORY TEST Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction j2J Entrained A 4•5 % FIELD DATA (ASTM C31 and C172) Actual Inspector(s): Mike Virgilio Tested by: Carl Reynolds Reviewed by: //- , 20 „co o AM�� REPORT FN Project No: E3074 Issued on: 2 -13 -04 Permit # (s): D03 -142 Original: 7 Revised: 51 I Mix Proportions: Ingredient Coarse Aggregate 3/4" coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement- -Type I Glen 3030 NC Accel A/E Admix !Water / Cement Ratio: ' I Slump (ASTM C143) rSample(s) Rec'd 0.405 7" ;Placement Location and Notes 1 40 cubic yards were placed for the slab on grade patio. (4) 6x12 cylinders were made. Concrete was placed by pump truck. Mix proportions are actual per cubic yard, taken from a 10 yard batch. 2 - - 04 Required Strength (fc):1 3000 L 2/5/2004 1 0010 j 6433912/12/2004 1 7 11_140600_1_6 [6 x 12_16.0211_ 28.46 _2/5/2004_ I__ 0010 _164340_ _1__28__ ___ ___. 6 x 12 iL 2/5/20047 __001.0 __ l 64341 1_3/4/2004_1_28_ 11 ___ 1 6 x 12 1r r 2/5/2004 1 0010 _. J 64342 _J 3/4/2004 J 28 11 f 6 x 12 j[ 1 L I Remark: Weight (per cu.yd) 1,461.0 416.0 1,420.0 229.0 135.0 430.0 25.0 43.0 3.0 Psi @ 28 Michael S. Dolder, P.E. Technical Director Everett Office 917. 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Ibs Ibs lbs Ibs Ibs Ibs Oz Oz Oz days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1 1 F__ NA L_ NA I * i -__1 L_NA J • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. WE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. ,,,,,... .., MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 37 Date: Weather: Inspection: Sample(s): E3074 MUSEUM OF FLIGHT LOBBY EXPANSIONR CElv 9404 East Marginal Way Tukwila, WA D03 -142 (City of Tukwila 4itj IFEB 1 3 2004 DEVE LOPMENT Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 2/5/04 Cloudy R/C (4) 6x12" Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of reinforced concrete at the Boeing Museum of Flight, exterior patio slab. Reinforcing was placed per construction details. Total (40) yards of Cadman mix #340143 placed by pump truck. Air entrainment was used and tested per contract specifications. Cast (4) 6x12" cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: lusha, P.E. INSPECTOR: Mike Virgilio cc: Bldg Dept -City of ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen MAYES TESTING ENGINEERS, INC dfiu�.fifd�c�i.�Yf4i.r . f f : -i. •,.. . . Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 (Water / Cement Ratio: L 0.428 Date Made Sample # Museum of Flight Lobby Expansion 9404 East Marginal Way S Tukwila,WA Seneca Real Estate Group, Inc. Magnusson Klemencic Associates - Seattle Sellen Construction 38 ° F Partly Cloudy Concrete Cadman 435760 340143 Initial Storage Temp. (ASTM C31) NR CONCRETE LABORATORY TEST REPORT Entrained Air (ASTM C231) 4% Slump (ASTM 0143) i !Sample(s) Rec'd Inspector(s): Paul Myers Tested by: Chris Pratt Project No: Issued on: FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Fly Ash Cement - -Type I & II Glen 3030 A/E Admix NC Accel 1 -13 -04 Required Strength (f'c): 5 " !Placement Location and Notes Cafe patio slab on grade, north section and section between cafe doors to patio. 1/12/2004 1 0009 1631581 1/19/2004 7 J, 121580 1 6 x 12 1_6.03J 28.56 1 1/12/2004 0009 63159 2/9/2004 - 1 281[ 168980 1 6 x 12 1 28.37 E1112/2004 0009 631601 2/9/2004 1 28 1167380 L6 x 121 6.01 11 28.37 J L1/12/2004 0009 163161 1 3/8/2004 [ 56 J 1 6 x 12 IL 1 L__ —,] Remark: Reviewed by: E3074 2 -10 -04 Permit # (s): D03 -142 Original: Revised: ❑ 3/4" 3/8" Michael S. Dolder, P.E. Technical Director Everett Office 917. 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,192.0 750.0 1,295.0 241.0 135.0 428.0 25.0 3.0 64.0 Ibs Ibs Ibs Ibs Ibs Ibs Oz Oz Oz 4000 psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 4260 1 NA " L 59601 [ NA ] " L59001 NA " A i" NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #140, Rev 3, 7-0 .Y.a. .....ti.µ MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 32 Date: 12/10/03 Weather: Rain Inspection: Soils Samples Cast: None REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. Conducted soil compaction tests on previously compacted and prepared subgrade for driveway ramp and adjacent curb directly south of lobby expansion project. Two compaction tests each at curb and driveway conducted, indicating 89-91% and 92 -93% compaction, respectively. Also, inspected reinforcing placement of 6" slab -on -grade and monolithic thickened edge directly north of lobby expansion and just outside cafe. Found rebar placement according to civil plans and details. Preliminary Inspection Notified Rich (Sellen) of deficiency. He indicated subcontractor will rework area and retesting will be scheduled. lusha, P.E. WIL INSPECTOR: Tom Cain cc: Bldg Dept -Cit of Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -S Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 1 Suite - Tacoma Way Suite E- Tacoma, A 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED DEC 2 3 2003 TUKWILA PUBLIC WORKS Test # Location Depth Laboratory Field Soil Type Description or Elevation (feet) Maximum Dry Density OMC % Wet Density Dry Density Content % Compaction 1 Driveway ramp directly south of lobby expansion subgrade 128.0 10.0 -- 118.7 11.8 93 Crushed recycled concrete 2 Driveway ramp directly south of lobby expansion subgrade 128.0 10.0 -- 117.5 15.9 92 Crushed recycled concrete 3 Adjacent curb subgrade 128.0 10.0 -- 113.8 12.3 89 Crushed recycled concrete 4 Adjacent curb subgrade 128.0 10.0 -- 116.0 12.3 91 Crushed recycled concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: No. of Passes: Thickness of lift: Method of Adding Moisture: 0 Comments: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 95% FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Page: 1 of 1 Project: Museum of Flight Lobby Exp. MTE Project # E3074 Date: 12/10/03 Permit # D03 -142 Inspector: T Cain MTE Nuclear Gauge # 20 ❑ In our opinion, fill generally meets specifications as indicated by test numbers: In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: 1 - 4 Fill test meets specifications Contractor Advised Full -time observation El Part -time observation Quality Control Sample:Test No,: Dry Density: Moisture %: MTE Form 11113, Rev 4, 4/02 v z d z D¢C w W U 0 • (3 J F- M u. w 0 2 u- Q z • d � w z I- 0 W 2 U O - o ,- 111 I— LL. z w U = O 1-- z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 36 Date: Weather: Inspection: Sample(s): E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 1/12/04 Partly Cloudy Reinforced Concrete (4) 6x12" Arrived onsite to monitor the placement of (41) cubic yards of Cadman mix #340143 (4000psi required) into new cafe patio slab -on- grade. Patio is in (4) sections, north piece and piece between cafe doors to patio was placed today. Concrete was placed by boom pump. Sampled concrete and verified the required slump, temperature and air content. Also, cast (4) 6x12" concrete cylinders for strength testing. All re -steel was verified and inspected by MTE at an earlier date. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. /.4 , re4 � Iusha, P.E. RECEIVED a r t COMMUNI DEVELOPMENT INSPECTOR: Paul Myers cc: Bldg Dept -City Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Se le Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 EVALUATION REPORT Copyright © 1999 ICBO Evaluation Service, Inc. Filing Category: INSULATION (128) THERMAX INSULATION BOARDS CELOTEX CORPORATION POST OFFICE BOX 31602 TAMPA, FLORIDA 33631 -3602 BAY INSULATION DIVISION OF BAY INDUSTRIES INC. POST OFFICE BOX 9229 2929 WALKER DRIVE GREEN BAY, WISCONSIN 54308 -9229 1.0 SUBJECT Thermax Insulation Boards. 2.0 DESCRIPTION 2.1 General: Thermax insulation boards are aluminum - foil -faced polyiso- cyanurate foam plastic boards reinforced with glass fibers for use as nonstructural insulation boards. The products are available in thicknesses ranging from 1/2 inch through 4 inches (12.7 mm through 108 mm), with standard 16 -, 24- and 48 -inch (406, 610 and 1219 mm) widths and various lengths. The foam core has an approximate density of 2 pcf (32 kg /m a flame - spread rating of 25 or less and a maximum smoke - developed rating of 450 or less. The Thermax insula- tion boards are also sold under the trade name Bay Max and are described in Table 1. Facers are as described in Table 1. 2.2 Installation: The insulation boards may be installed in walls and ceilings of combustible construction as follows: in wall cavities, in ceil- ing assemblies, on the inside or outside faces of exterior wood- or steel- framed walls, concrete or masonry walls, on the inside or outside of basement walls, in attics and crawl spaces in accordance with Section 2.3 of this report, and in fire- resistive construction in accordance with Sections 2.4 and 2.5. On buildings required to be of noncombustible construc- tion, the insulation boards may be installed on the interior face of concrete or masonry walls and concrete ceilings, and in concrete or masonry construction complying with Section 2602.4, Exception 3, of the code. The thermal barrier required in Section 2602.4 of the code is n`orFaFt.lired for insula ion oards a maximum of 3 inches mm lc , installed on walls or ceilings, based on suc- cesstu completion of room corner tests in accordance with UBC Standard 26 -3. Insulation boards thicker than 3 inches (76 mm mu t eparated from the in tenor with a thermal barrier, as required in Section 2602.4 of the code. A vapor - b rrr — may be required by the building official. The boards are installed on the interior or exterior of walls and ceilings with wood or steel framing (including girts and purlins) and to the interior face of concrete or masonry walls 11 S ?i t'i. or F-JrG'fi d 7 Z 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of ICBO Evaluation Service, Inc. 9 ' ' .....:lady Building Officials ER -3223 Reissued March 1, 1999 and ceilings with suitable fasteners such as 3 /8- inch - diame- ter -head (9.5 mm) galvanized roofing nails, 1- inch -crown (25.4 mm) No. 16 gage wire staples, /4- inch - diameter (6.4 mm) stove bolts with 1 inch - diameter (38 mm) steel wash- ers, or self- tapping screws, and spaced 12 inches (305 mm) on center across the board width and of sufficient length to penetrate framing a minimum of 3 / 4 inch (19.1 mm) or through the structural sheathing, whichever is less. The boards are attached with the long dimension either parallel or perpen- dicular to framing members which are spaced a maximum of 24 inches (406 mm) on center. Vertical insulation board joints must be on a framing member. The boards must be installed in accordance with Celotex Corporation application instruc- tions. When installed without a thermal barrier, and where it is necessary to protect the insulation from damage, covering materials must meet the interior finish requirements of the code. The insulation boards are considered nonstructural sheath- ing. Structural sheathing or wall covering over the insulation board must be structurally adequate to resist the required hor- izontal forces perpendicular to the wall. All walls must be braced in accordance with Section 2326.11.3 of the code. Insulation boards shall not be used as a nailing base. All nailing shall be made through the boards into the wall framing or structural sheathing as required by the siding manufactur- er's instructions or the code. Portland cement plaster on metal lath may be applied in compliance with Chapter 25 of the code over maximum - 1 inch -thick (38 mm) insulation boards, provided the fas- teners are proportionally longer and minimum penetrations into framing members or backing comply with the code. A weather - resistive barrier complying with Section 1402.1 of the code is required and, when applied o.er wood -based sheathing, must comply with Section 2506.4 of the code. 2.3 Special Uses: Under the following conditions, the products may be installed on walls or ceilings of attics or crawl spaces with no covering applied to the boards: 1. Entry to the attic or crawl space is only to service utilities. 2. There are no interconnected basement or attic areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. A vapor barrier is installed on the floor of the crawl space. 5. Ventilation complying with Sections 2317.7 and 1505 of the code is provided. 6. Insulation boards are a maximum of 3 inches (76 mm) thick. !valuation reports of ICB0 Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, euili;ing the code upon which the report is based. Evaluation reports are not w be construed as representing aesthetics or any other attribute not specifically addressed nor as an endorsement or recommen- dation for use oldie subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test fncilitles to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any " Finding "or other platter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, anerchantability. Page 1 of 2 PRODUCT FACER Thermax Boards Bay Max Boards Side "A" Side "B" Thermax Sheathing Bay Max Sheathing 1 -mil reflective foil 1 -mil foil Thermax Heavy Duty Plus Insulation/Finish Board Bay Max HDP 16.5 -rail white embossed coated aluminum sheet, laminated to 1-mil plain foil 1 -mil foil Thermax Heavy Duty Insulation/Finish Board Bay Max HD 4 -mil white embossed foil 1.25 -mil foil Thermax Light Duty Insulation/Finish Board Bay Max LD 1.25 -mil white embossed foil 1.25-mil foil Thermax Ag -Therm Insulation/Finish Board N/A 1.25 -mil white embossed foil 1 -mil foil Thermax Metal Building Board Bay Max MB 1.25 -mil embossed reflective foil 1.25 -mil foil NOMINAL THICKNESS (inches) R -VALUE AT 75 °F MEAN TEMPERATURE (tt. - hr.°FIBIu) 1 /2 3.6 l 7.2 2 14.4 3 21.6 4 28.8 4 30.0 4 4 Page 2 of 2 ER -3223 2.4 Two -hour Masonry Bearing Wall: Thermax Sheathing is applied directly to the interior face of concrete block walls with vertical 1 /4- inch -wide (6.4 mm) beads of Macco Liquid Nails Adhesive at 16 inches (406 mm) on center [minimum four beads per 4- foot -wide (1219 mm) board]. Minimum - /8- inch -thick (15.9 mm) Type X gypsum wallboard is attached to vertical nominal 1 -by -2 fire- retardant- treated wood strips spaced at 24 inches (610 mm) on center using 6d common nails at 8 inches (203 mm) on center. The wood strips are located on the face of maximum -2 -inch- thick (57 mm) Therrnax Sheathing and are attached to the concrete block with 4- inch -long (102 mm), 3 /16 -inch (4.8 mm) Tapcon concrete fasteners at 24 inches (610 mm) on center. 2.5 One - hour Wood Stud Bearing Wall: The wall consists of wood studs spaced at 16 inches (406 mm) on center with protection on the exterior face as set forth in Item 18 -1.1 of Table 7 -B of the Uniform Building CodeTM. The interior face consists of maximum -1- inch -thick (25.4 mm) Celotex Thermax Sheathing, applied vertically and attached to studs using 1 -inch (38 mm), No. 11 gage, galvanized roofing nails at 8 inches (203 mm) on center along the board perimeter and 12 inches (305 mm) on center at intermediate studs. Five - eighth- inch -thick (15.9 mm) Type X gypsum wall- board is then applied with 10d smooth common nails at 8 inch- es (203 mm) on center along the perimeter and at intermedi- ate studs. Joints are treated with reinforcing tape and joint compound. Friction- fitted glass -fiber batts with a 1 -pcf (16 kg /m density completely fill the stud cavities. Allowable wall loads may not exceed the more restrictive of the following: 1. 2,300 pounds (10.23 kN) per stud. 2. Design stress of 0.78 P , up to a maximum l /d of 33. 2.6 Thermal Resistance: Stabilized thermal- resistance values (R- values) are shown in Table 2. 2.7 Identification: All insulation boards are identified by the product name, the R -value and the evaluation report number (ICBO ES For SI: I mil = 0.0254 min. N/A =Not available. TABLE 1- THERMAX AND BAY MAX INSULATION BOARDS For SI: 1 inch = 25.4 rnm, t °F = 9 /5t °C + 32, 1 f1. = 0.176 110 m -K/w. ER- 3223). End caps, packaging and labels also state the above and bear the label of the quality control agency (ETL Testing Laboratories, Inc. /Intertek Testing Services). 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Foam Plastic Insulation (AC12), dated January 1996; reports of room corner, flame - spread, fire- resistance and thermal -re- sistance tests; and product brochures. 4.0 FINDINGS That the Thermax insulation boards described in this re- port comply with the 1997 Uniforrn Building Coder'', subject to the following conditions: 4.1 The boards are identified and installed in accord- ance with this report and the manufacturer's in- structions. 4.2 A thermal barrier is not required for boards a maxi- mum of 3 inches (76 mm) thick as noted in Sections 2.2 and 2.3 of this report. 4.3 The wall covering provides necessary structural resistance to wind and seismic forces in spanning between wall- framing members. 4.4 Walls are braced in accordance with Section 2326.11.3 of the code. 4.5 The local building official may require avapor barri- er to be installed. 4.6 The products are manufactured at the Celotex Cor- poration plants located in Pennsauken, New Jersey; Charleston, Illinois; Texarkana, Arkansas; and Tracy, California, under a quality control pro- gram with inspections by ETL Testing Laborato- ries, Inc.11ntertek Testing Services (NER- QA219). This report is subject to re- examination in one year. TABLE 2- STABILIZED THERMAL RESISTANCE VALUES FOR INSULATION BOARDS From:7200 Insulation THIRD PARTY INSPECTIONS /COMPLIANCES THIRD PARTY INSPECTIONS A retiobte indication of cn Insular }ng rnoteripi's oua!tty and dependcblflly the third catty irsstsection labels U cartes. THERMAX`'SHEATHING SLoject to the imrtetions of approval Os 'nterlor Insulation wall and ceiling pcnets wnen installed os descnbed in the current Portion of the FMC Approval Guide. htsmaa CO a °4..1 VryQ1,GIa UNDER4'VgLTf9S L aORATORIES INC." nm =oA. o at.+,mc StJAFAcs 91r&Nalo C V PACT:.RJSTtC w... N. 1,m tom. Owe. re 7 Y.wt1.MAt t1 N f_e ■ry 111.114 1.•.ir••13 . • ..•rw..A. .r 11.4 m• •1114•1.1 .[1•41...4 .t .4.4...4: ALSa cuszsIFWc, FOA INSULATED WALL •CEttjNG coestnu =ION CI- 48801mb AL Tp FM6 O.WAOfA8LL.trY O W.Y Liam ..&U?.w'UU FOIL - rncm MARDU ONLTt ALSa cWS1neo coa WALL. • CEILING cONATmucr cr CLA.sawre D WITH REGARD TO FLAME 1 AND WNAciAa &tTY UNOIA SAS UAW AOCM FIRE CONDITIONS OfB.T ,.. •■• .4..t. Mist t! 411[1•01.1.Y1.64%. TAU •,Iota iww r... t...tro 14 Nam. .0•41:r V.UNta Nllama u N.M,...1.aY .M. .Ora V t _OQ• 64611 Y.......... • Warning: Cefotex• ',hr?rmarl products should only be used In strict accor- dance with Calotex AapIICOtion Instructions. When Thermax products ore used atone or used with non-com- bustible hulloing components, they will burn if subjected to a tire of sufficient intensity, but will not contnf;ute to the rapid spread of tire. Thermax products and other insulations. when used with exposed combustible materials may contribute ro me rapid spread of fire. All common building materials like wood and Thermax Insulation products release toxic smoke it ignited. COMPLIANCES CABO: Cho-- and Two•Forriry Dwolling Cade. Sect. 317. 3OCA: Building Officials and Code Administrators International. Inc. Research (Report No. 94-2 and Notional 8uildmg Code. Sect. 2601.0 IC30: international Conference of Building Officials. Evaluation Report NO, 3223 and UntfOrm Bulldog Code, Sect. 2602. ?.tAirtreltre:e dart i4ttaa!" rtucaac:unn nrwr,uniecl ru:crrartgte nisi It'11OrtGti Ce!of : aszertlitz r o resporisibilrt{$it t c rw,orrors I11�tl,mJ`f n Vegently aus:eac,rt.true4Sri:caf�.ant: , ...., /, Cefotex and Thermax are registered Trademarks of Cefotex Corporation. CE! OTEX CCRPORATICN POST OFFiC£ 90X 31602 TAMPA. FLORIDA 33531 www.celotex.com Farm No. 3250 -1095 Rev. B 7/O abed 253 796 1276 12/30/2003 10:39 #104 P .002/002 SBCCI: Southern Building Code Congress Ylternaticnct, Compliance Resort No.9574A and Standard Building Code, Sect. 2642, In Canada. `he tofowrng ocrty to the max Sheathing: CCMC: Ccnceicn Construction Materials Centre. Evaluation Report No. 084334.. CGSB; Cancelon Genorct Stenaarct Beard. Spectticaticn CAIN /CGS 51,26 M86 Type 1. =HA Federal Housing Administration Minimum Procerry Standards, ihermcx Sheathing compass with ASTM C1289, Type I, C;css 2 and Federal Scecit3carlon yN i- 197 ?.i i. Cass 2. C:hcrccterlstics, properties Or perfor- mance of materials manufnrtured by Cefotex Corporation herein described are clerivea from data obtained under =Mailed test condl- rlans. Calotex makes no warranties, express or !moiled, cs to their chcracferts- tics. properties or oettormance under any variations from such ccnalttons In actual construction, Caloi'ex Cz:rporaticn assumes no rescorslolliry tar the effects of struc:tt.'rnl movemont, Any deviation from these Instructions. voids all warranties including implied wcarcrttteS of merchantability and fitness for o pasticufaf purpose, Therrnnx•ShActhing protected by one or more of the followirg U.S, Patents: 3. ",346 4.028.153 4.164.921 4.346.133 3,940517 4 1) 4 '3,719 4.284.683 4.386.983 riA 11.949 4.572.365 1E30984 .Additional Information Further information concerning the products. systems. and res? rnemcds described In this publication can e obtained by contacting Cefotex Corporation. Tampa, or one of Its ter knot Sales Offices. �e systems in this book are Tor :lustto- tion purposes only. The structural integrity of such systems is the responsi- bility of the design ongtno©rs. arcnl- tects, component manufacturers, applicators and erectors, Insect Damage: In environments where nsects and recent✓ are prevalent. reg- ular exterminatton of pests Is recom- mended to prevent domagr:, to he insulation, 3/98 Printed In U.S.A. r • '9Z;9Z19OZ 5G1ONgc SALES' C> i*ES.. . NcI , vru sNoo N3113s :Ad 1u3s • .1997. UNIFORM. BUILDING G CODE . y/q abed `Wdll :ll CO-OC SECTION 2601 -- SCOPE • Foam plastics, light- transmitting plastics and plastic veneers shall comply with this cbaptcr. • See Section 1404 for requirements for vinyl siding. .SECTION 2602 - FOAM PLASTIC.INSULAT1ON • 2602.1• General. The provisions of this section shall'govern the requiremenN and uses of foam plastic insulation•in buildings and structures. For trim, see Section 601.5.5.; • • • • 2602.2 Labeling and Identification. Packages and containers of foam plastic insulation and foam plastic insulationcomponents delivered to the jobsite shall bear the label of.an approved agency showing the manufacturer's name, the product '1isting, identification and information to show that:the end use.will com- ply with the txsde requirements. • • 26023 • Surface- burning•Cbsracteristics. Foam plastic insula- tion used in building construction shall have. aflame-spread rating of not more than 75 and a smoke - developed rating of not more than 450 when.tested in accordance with UBC Standard 8.1 in the maximum thickness intended for use. • EXCEPRION: Foam plastic insulation when tested in a minimum • . thickness of 4 inches (102 mta).may be used in a'greater thicimeas in ' cold- storage buildings, ice plants, food - processing rooms and similar areas. For. rooms within a building; the foam plaids insusatina shall be protected by•a'thermal barrier on both sides having an index of 15. 2602.4 Thermal Barrier. The interior of the building shall be • separated from the foam plastic insuiation.by an approved thermal • • barrier having an index of 15 'when tested.in accordance with UBC • Standard 26.2. The thermal barrier shall be installed in such a • mannestthat.it will remain in place for the titne•of its index classifi- •catian based on approved diversified tests. • EXCEPTION: 1be thermal barrier it not required: 1. For aiding hachor board, provided• the foam plastk insulation is not of more than 2,000' Btu per square foot (22.7•Mi/m as determined by UBC Standard 26.1 and when it Is separated from the interior of the building by not less than 2 inches (51 men) of mineral fiber insulation or equivalent, or applied as re-siding avor existing wall canstttxtion. 2. For walk -in coolers and freezer Emits having en aggregate floor area less than 400 square feet (37.2 m . •3. In a masonry or concrete wall, Boor or roof system when the foam plastic insulation is covered by a minimum of 1.inch (25 mm) thickness of masonry or concrete. Loud 6tl - type faun plastic insula- tion shall be tested as board stock for flame spread and smoke develop- ment as described above. 4. Within an auic or crawl space whore entry is made only for ser- vice of utilities,. and when foam plastic insulation is covered with s ma- terial such u 11/2-inch - thick (38 tuna).: mineral. fiber insulation; 1 /4-inch-thick (6.4 nun) plywood; hardboard. or gyps wallboard; oorroaiotrrcaisiat4 shoot metal having 1 base tecral•thickncto not less than 0.01611 inch (0.4 inm)•at any pcuantt; or.rber approved material in- stalled in such a manner that the foam phalli& insulation is not exposed. 5. In cooler and freezer walls when: 5.1 The foam plastic insulation bas a flame- spread rating of 25 or less when tested • in a mipiitntm 4-iacb (102 mm) thick- nesa; . • 5.2 Has flash and self - ignition temperatures of not teas than 600 °F and 800°F (316 °C and 427'C), tespecdvely; Chapter 26 PLASTIC 5.3 is covered by not less than 0.032 -inch (0.8 mm) aluminum or earroeion- resistant, steel having a bane meal Wellness not less than 0;0160 inch (04 tam) .at any point; sad ' . 5.4 is pretecied'.by• ■utamttic sptinklcr When 'the cooler' or' freezer ix within a building, both the cooler or frcexer.end. pan of the building.in which it is located shall be sptinklered. 6. Exterior garage•doors in Group U. Division 1 Occupancies. 2602.5 Special Provisions • • 2602.5.1 General.. Faam.plastic.insulation may be used in the applications set forth in this.section. 2602.5.2 Noncombustible: exterior walls. 2602.5.2.1 One- tttaty• bnlldimtgs. • plastic insulation may be used in exterior .wails' of one -story buildings where 'exterior walls are required.to, be of:naacombustible.coastnlction subject to the following: 1. The building•.is.proteeted thmughout• with automatic sprin- klers. 2. Foam plastic insulation, tested in the. maximum thickness and density intended. for use,.has .a flame - spread rating of 25 or less and a smoke- developed'rating of.450;or less. in.accordance with UBC Standard 8=2... • • . ' . 3. The foam plastic 'insulation has a maximum 4 -inch (102 mm) thickness. • .. • 4. The thermal barrier• be omitted when the foam.plastic insulation is covered•by not less. than 0.032-inch-thick {0 8-tam) aluminum or c o rosian reaistnnt sheet. steciihaving a bane metal thickness of 0.0160.014 .min). inch. • . . 5. When' the wall is required to have a fire - resistive rating, data based on tests• conducted in accordance with UBC Standard 7 -1 are provided to substantiate .that the tequired'.fire- resistive rating is nnaintsined. ' 2602.5.21 'Buildings : of.Uy height. Except for foam plastic in- sulation in masonry or concrete eonatructicm complying with Sec- tion 2602.4, Exception 3, • assemblies employing •foam: pltaatic insulation in or on exteriorwal (s.of•buddiligs.where.the interior • wails are required' to he ' . noncombustible ;construction . shall comply with the .following: • . ' 1. When the wallas required to have a fire,resistive rating, data based o n tests conducted in. accordance with .lBC Standard 7 -1 are provided to substantiate , that: the. fire- reiistive•rating is main- tained. • 2. The foam plastic insulation is sepat'atcd from the interior of the building by a thermal berricr living an,indcx of 15 irnitz$:'srpc cificaltyn approved under Section. .6. 3. Combustible otintent.of•foartt plastic insulation inany por- don of the wall'or pahe . .does' not exceed 6,000 Btu per square. foot (68.2 MJ /m of well area as. determined. by tests.in•aexardance with UBC Standard: 2671.• • .•• . • • • 4. Foam .plastic insulation, exterior coatings and facings .tested separately shall each haven flame- spread rating of 25 or. less:arid•a smoke- developed rating'.oi'450.or•less in accordance with•IJBC Standard 8 -1. The foam plastic shall. be tested. in the thickness for use. • • • 5. The wall assembly passes the conditions of. acceptance of UBC Standard 26-4 or•7,6 -9.: • • . •o tr9ZS9ZL9 21301 260{2.62.2 1-273 1 1 - NOI10fiELLSNO0 N31 139 : A9 .uas `lawr . MAYES TESTING ENGINEERS, INC. Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way CLIENT: Museum of Flight REPORT STATUS: Suite E-2 PROJECT #: E3074 Original 0 ph WA 98499 Original ph 253.584.3720 fax 253.584.3707 DATE: 12/10/2003 PROJECT: Museum of Flight Lobby Expansion Sample # Location 8393 Beam @ A/E2 8394 Column @ El /EB Required Density: 15.0 lbs./cu.ft. Fireproofing8393 -94/ 12/ 10/2003 SAMPLE DESCRIPTION: Two (2) Fireproofing Samples Monokote TEST RESULTS: Density of sprayed fireproofing material (ASTM E 605) Date Sampled 11/13/2003 11/13/2003 Amended ❑ Portland Office 7911 NE 33rd Drive Suite 190 RECEIV 97211 503 281..7515 fax 503.281.7579 DEC 2 2 2003 D EV t L M O PM NT Dry density (lb /cu ft) 24.7 23.8 Information in this report applies only to the actual samples tested and shall not he reproduced except in full, without the approval of Mayes Testing Engineers, Inc. MAYES TE ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 33 Date: 12/11/03 Weather: Cloudy Inspection: -- Samples Cast: N/A REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. INSPECTOR: Jesse Kane k • . lusha, P.E. cc: Bldg Dept -City o Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Sell Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253,584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived onsite as requested. Concrete placement cancelled per Tenny (Sellen). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC Project : Client: Client Address: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 73 ° Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Sellen Construction 56 °F Rain Concrete Cadman 421094 661281 Slump (ASTM C143) 4 -1/2" [Water / Cement Ratio: [Date Receive' 10 - 21 - 03 Date Made 0.382 [Placement Location and Notes Column base pour backs through out addition; mechanical mezzanine slab on metal deck. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0008 158706_110/27/20031 71 148220 1 6 x 12 1 5.9 28.18_ 1 5260 1 L__ 1 * Li 0/20/2003 J 0008 58707 11 /17/2003 28 11 1954R 6 x 12 [6:6-6-1 28.18 . 1 6940 10/20/2003 CONCRETE LABORATORY TEST REPORT Entrained Air (ASTM C231) Ok 1 1* 10/20/2003 0008 58708111/17/20031 28 L176800 6 x 12 5.99 J [ 28.18 0 6270 i 1 * 10/20/2003 0008 [ 58709 111/17/2003 ] 28 0183700 1 6 x 12 1 28.18] 1 r " Remark: Inspector(s): Tom Cain Tested by: Allan Heer Project No: Issued on: Permit # (s): Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) • Actual Mix Proportions: Ingredient Coarse Aggregate 3/ Coarse Aggregate 3/ Fine Aggregate Water Fly Ash Cement - -Type I & 11 Glen 3030 Weight (per cu.yd) 4" 1,069.0 lbs 8" 914.0 lbs 1,314.0 Ibs 250.0 lbs 107.0 lbs 547.0 Ibs 36.0 Oz [Design Strength (Pc): 4000 Psi @ 28 days NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Reviewed by: �.-- el S, Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 E3074 PeCOV 11 -18 -03 NO D03 -142 c V 24 2003 0�44113 MFG Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 31 Date: Weather: Inspection: Arrived onsite to retest subgrade compaction for sidewalk, wheelchair ramp and courtyard area by the cafe. Contractor added water and used a large diesel sled compactor to recompact the subgrade. Used a nuclear density gauge to verify the required 95% ASTM: D1557 of the recycled concrete material. All tests were above 95 %. See attached Field Density Test Report. This clears the nonconformance report from 11/10/03. OK for concrete paving. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of .Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 11/12/03 Clear Soils 11/13/03 Cloudy Fireproofing INSPECTOR: Paul Myers Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspection was performed on fireproofing at the Museum of Flight lobby expansion. Spray - applied fireproofing thickness measurements were taken using the fixed probe method. Measurements on primary, secondary beams, deck and columns were found in compliance with contract specifications. Samples were taken from (1) beam at A/E2 and (1) column at E1 /EB. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: //Aft + ark . ,G Iusha, P.E. INSPECTOR: Mike Virgilio cc: Bldg Dept -City o T kwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Sell Test # Location Depth or Elevation (feet) Laboratory — Field Soil Type Description Maximum Dry Density OMC % Wet Density Dry Density Moisture Conte Compaction 1 wheelchair ramp top 128.0 10.0 137.1 123.0 11.4 97 recycled concrete 2 sidewalk area top 128.0 10.0 136.4 122.6 11.2 96 recycled concrete 3 courtyard area top 128.0 10.0 135.9 122.7 10.3 96 recycled concrete MAYES 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite.190 Portland, OR 97211 Method of Adding Moisture: Comments: TESTING ENGINEERS, INC Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material: L] ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: diesel sled No. of Passes: Thickness of lift: 95% FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 In our opinion, fill generally meets specifications as indicated by test numbers: 1 - 3 ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: ❑ Fill test meets specifications ❑ Contractor Advised ❑ Full -time observation .� Part-time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE Form #113, Rev 4.4/02 Wgdht1M1:44404 t Page: Project: MTE Project # E3074 Date: Permit # D03 - 142 Inspector: P Myers MTE Nuclear Gauge # 1 of 1 Museum of Flight 15 Z Z W CC 2 J O 1) J H 1 1/12/03 CO WO u. co = ZH W 2 U O — O 1-- W 1 O w Z U (1) O ~ Z MAYES TESTING ENGINEERS, INC. ' "1.'.♦'Iritil 7 y . . . MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 30 Date: Weather: Inspection: Arrived onsite as scheduled to reinspect subgrade compaction under courtyard, wheelchair ramp and sidewalk. Dirt contractor was onsite and had recompacted subgrade with a medium size plate compactor. Used a nuclear density gauge to recheck subgrade. Again, tests were between 84 -92% compaction. Contractor will recompact with heavier equipment tomorrow. Preliminary Inspection REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 11/11/03 Cloudy Soils usha, P.E. i y.+... ' : J... . . INSPECTOR: Paul Myers cc: Bldg Dept -City of kwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland O/flce 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. ..:.4i ,/r, .., x'44 -'-Y' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 29 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 11/10/03 Cloudy Soils Onsite to verify 95% ASTM: D1557 compaction of subgrade for sidewalk, courtyard and wheel chair ramp. Used the nuclear density gauge to verify 95% of the recycled concrete subgrade. All (5) tests were below 95 %, which is required. See attached Field Density Test Report for results. NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: Recompaction necessary. REVIEWED BY: i11t1,� , ar ralusha, P.E. INSPECTOR: Paul Myers cc: Bldg Dept -City of ukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite Al - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Offke 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC % Wet Density Dry Density Moisture Content % Compaction 1 wheel chair ramp, 1/2 up from bottom top 128.0 10.0 120.9 110.2 9.7 86 recycled concrete 2 thick edge for courtyard top 128.0 10.0 122.1 111.9 9.1 87 recycled concrete 3 courtyard by exit doors top 128.0 10.0 113.3 100.0 13.3 78 recycled concrete 4 thick edge by end of courtyards - north top 128.0 10.0 131.8 117.7 12.0 92 recycled concrete 5 sid - midway btwn end & wheel chair ra top 128.0 10.0 117.7 109.0 8.0 85 recycled concrete MAYES 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way. Suite E-2 Tacoma, WA 98299 7911 NE 33` Drive, Suite 190 Portland, OR 97211 TESTING ENGINEERS, INC Ph 425.742,9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Specification Compaction and Material: ❑ ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: \Jo. of Passes: Vlethod of Adding Moisture: ;omments: Thickness of lift: 95% recycled ❑ In our opinion, fill generally meets specifications as indicated by test numbers: Page: Project: MTE Project # E3074 Permit # Inspector: MTE Nuclear Gauge # 15 In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: Fill test meets specifications Contractor Advised Full -time observation 1 - 5 ❑ Part -time observation 1 of 1 Museum of Flight Date: 11/10/03 D03 -142 P Myers Quality Control Sample:Test No.: Dry Density: Moisture %: WE Form N113, Rev 4,4/02 Z W tY 2 0 O 0 co 0 to Li' J to IL w 0 J w � co d Z W F- Z Z � W IA O P- 0 1- w O • Z W 0 = z t' w MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 26 Date: Weather: Inspection: Onsite for visual welding inspection of tube steel canopy framing. Inspections performed in accordance with AWS D1.1 -00 specifications and project plans. Inspected canopy in accordance with detail 15/S601 and shop drawings. At top connections 5 of 7 welds require rework due to excessive porosity and were marked as such. Two of 7 CP splices require rework due to underfill and were marked. CP welds cannot be UT tested due to 1 /4' wall thickness, too thin for UT test. Welder will return this date for repairs. NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: See above. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 10/28/03 Cloudy Welding alusha, P.E. INSPECTOR: Mark Vassallo cc: Bldg Dept -City of ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman- Selien Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 251584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 JOB NUMBER: O -; -_ DATE: / C . 2, 9 - 03 PROJECT: fj '7v5e,bl - ) PERMIT #: 7 O . j.� 0 /_ /'S1+ 1 /o1)I)/ e 0. WEATHER: CG.CcJ7 OWN: 3, ag ARCH: 4 S 13 .7" CONTR: T e, J) ENG: /I) K 4 r s - or TYPE OF INSPECTION: l 1:1. SAMPLES: MAYES TESTING ENGINEE • • C. 917.1 :14th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E•2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 INSPECTOR: M. I/' 5 S ")LLJHRS• _._. INSPECTOR: HRS: INSPECTOR: HRS. TIME: SUMMARY: 1 rn0ecf pl. �. 41.hr < ,4 r' l 1 /4- To 'T6 the best`of our • 5 l:i 1, Ph Fax Ph Fax Ph Fax TO: nowiedge, item ;Yes 425.742,9360 425.745.1737 253.584.3720 253.584,3707 503.281.7515 503.281.7579 ,44 -t.,,J 5 1 •1 - 00 ;J r'r 5 ! e n )/- O../ P 7 i 74 . '1 / fi-i-- - 7 41 / r I • ^c.J% le- NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: 9 r" ,-Jd /79 Page 1 of 1 16 r 5 i>i spected thi dateare accordance With, specifications' No Preliminary Inspection p 4 O e b C W 3 • MAYES TESTING ENGINEERS, INC. MTE No.: • Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 27 Date: Weather: Inspection: Inspected welding and installation of added C10 channels along east roof line per RFI #27 and erection welding and bolting of tube frame grid EC from E1.2 to E2; slab to under side of roof. Found above locations complete according to plans with welds visually acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA RECEIVED D03 -142 (City of Tukwila) — NOV 1 Q 2003 DEVELOPMENT Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 10/27/03 Clear S /S, Welding Galusha, P.E. INSPECTOR: Tom Cain cc: Bldg Dept -City o ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 28 Date: Weather: Inspection: REVIEWED BY: cc: Bldg Dept -City Al Bergman - Sellen E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 10/29/03 Cloudy Welding Onsite for reinspection of welded items in accordance with AWS D1.1 -00 specifications and project plans. Reinspection performed on canopy tube steel welds rejected on report dated 10/28/03. Inspections completed on tube steel between El to E2.5 as well as splice detail on 14/S6.01. No problems noted. This clears nonconformance dated 10/28/03. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ark A alusha, P.E. INSPECTOR: Mark Vassallo kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC Project : Museum of Flight Lobby Expansion Client: Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 1 9/25/2003 Date Made 60 °F Sunny Concrete Cadman 03414794 340161 70 ° [Water / Cement Ratio: 0.461 [Placement Location and Notes j Cast slab on grade at grids E0.5 to E.3 from EC to A. Sampled at 22 cubic yards of 110 cubic yards total. 9/25/2003 0007 [ 9/25/2003 (9/25/2003 Remark: Sellen Construction 0007 0007 L Slump Entrained Air ' (ASTM C143) (ASTM C231) 6 -3/4" (Date Receive 9 - 26 - 03 CONCRETE LABORATORY TEST REPORT FIELD DATA (ASTM C31 and C172) Original: Revised: ❑ Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement - -Type I Design Strength (fc): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0007 57386 10/2/2003 1 7_I 106090 1 6 x 12 r5:991128.18 57387 10/23/20031 145520 [ 6 x 12 [5.99 1 ( 28.18 157388110/23/20031 281 1 6 x 12J 5.99 28.18 57389 110/23/2003_1_281 146220 6 x 12 (( 5.99] [ 28.18 ] Inspector(s): Jesse Kane Tested by: Yavita Kotomaim Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3074 Issued on: 10 -24 -03 Permit # (s): D03 -142 Weight (per cu.yd) 1,421.0 lbs 691.0 Ibs 1,280.0 Ibs 256.0 lbs 1 35.0 Ibs 420.0 lbs 4000 psi @ 28 days 3760 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 • [ 1* ( 508iT1 L L5190] 5160 Michael S. Dolder, P. Technical Director • • Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC r; : :;.,. r. ;tw1,cV} ' Project : Museum of Flight Lobby Expansion Client: Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Date Made Remark: Sellen Construction Sample # 0008 56 ° F Rain Concrete Cadman 421094 661281 Sample Temp. Slump U i L 143) 73 ° F 4-1/2" {Water / Cement Ratio [Date Receive 10/20/2003 0008 10/20/2003 58706 110/27/20031 7_] 10/20/2003 0008 58707 111/17/20031 28 58708 111/17/2003r 28 58709 111/17/2003] 28 10/20/2003 1 0008 CONCRETE LABORATORY TEST REPORT 10 -21 -03 Entrained Air (ASTM C231) Inspector(s): Tom Cain Tested by: Dale Yoder FIELD DATA (ASTM C31 and C172) j Actual Mix Proportions: 148220 1 6 x 12 Project No: E3074 Issued on: 10 -28 -03 Permit # (s): D03 -142 Original: Revised: ❑ Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement - -Type I & II Glen 3030 0.382 [Placement Location and Notes j Column base pour backs through out addition; mechanical mezzanine slab on metal deck. [Design Strength (Pc): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 5.9] 28.18 Reviewed by: 4000 PSI @ 28 days NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Weight (per cu.yd) 1,069.0 Ibs 914.0 lbs 1,314.0 Ibs 250.0 Ibs 107.0 Ibs 547.0 Ibs 36.0 Oz 5260 Michael S. Dolder, P.E. Technical Director Everett Office 917 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 w\L • • Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form s/150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. ..:� Z • i ran C.�^ MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 21 Date: Weather: Inspection: Inspected grouting of all column base plates (except at N1 /B to be dry packed later). Contractor mixed "L &M Duragrout" high- strength, nonshrink grout according to package instructions to achieve pourable consistency. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S Tukwila, WA D03 -142 (City of Tukwil Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 10/8/03 Rain Base Plate Grout INSPECTOR: Tom Cain A. / Galusha, P.E. cc: Bldg Dept -City o ukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman- Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 • MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 22 Date: Weather: Inspection: Preliminary Inspection REVIEWED BY. cc: Bldg Dept -City Al Bergman -SeI en E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 10/10/03 Cloudy Welding / Structural Steel Onsite for UT inspection of CP welds and structural steel inspection per AWS D1.1 -00 specifications and project plans. UT tested full penetration welds ready for inspection. See attached UT Report for details and locations. No problems noted. Performed turn -of- the -nut method of bolt tensioning at roof elevation on the following connections: 1) Piece mark 28B — W30x99 at A/N 1 2) Piece mark 40C — C10x15.3 at EA.5 /EO.5 All A325 bolts installed at both abovementioned locations are acceptable. lusha, P.E. INSPECTOR: Mark Vassallo kwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating North TF,BF 52 CP X Roof @ A/EA South TF,BF 52 CP X Roof @ A/EA North TF,BF 52 CP X Roof @ EB.8 /E1 East TF 52 CP X Roof @ NA/N1 West TF 52 CP X Roof © B /EC Model: Serial No.: UT Equipment: USN - 50L Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: lIW Long Shear 0 E Method Used: Other Angle: 70 00P8H0 2.25 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 rd Drive, Suite 190 Portland, OR 97211 Inspector: M Vassallo Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.261.7515 Fax 503.281.7579 Decibels Report of Ultrasonic Examination Client: Sellen Construction Project: Museum of Flight Expansion Welding Process: Type Material: Date: 10/10/03 FCAW Carbon Steel Inches Sketch: Page: MTE Project #: Specifications: Section or Shape: 1 of 1 E3074 AWS D1.1 -00 WF d 4Siub c° MTE Form# 094 Rev 2, 5/02 MAYES TESTING ENGINEERS, INC Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Project : Client: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 ° Water / Cement Ratio: 0.501 Sellen Construction 63 ° F Overcast Concrete Cadman 410691 340161 I Slump Air [(ASTM C143) l (ASTM C231) 6" ok Date Receive 9 - 10 - 03 Placement Location and Notes Date Made 9/9/2003 9/9/2003 9/9/2003 9/9/2003 Remark: Inspector(s): Mike Virgilio Tested by: Zenaida Revilla Project No: E3074 Issued on: 10 -8 -03 Permit # (s): D03 -142 Original: RI Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement –Type I Glen 3030 Design Strength (Pc): 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) 0004 1 56421 9/16/2003 7 52120 1 4 x 81 4.031 I 1 1 4090 0004 56422 10/7/2003 1 73720 1 4 x 8 4.02 12.69 5810 00047 55423 [ 10/7/2003 28 1! 74090 1 4 x 8 1 0004 1 10/7/2003 28 11 68230 1 4 x 8 4.02 4.02 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. • S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Weight (per cu.yd) 1,429.0 Ibs 706.0 lbs 1,306.0 lbs 277.0 lbs 134.0 lbs 419.0 Ibs 40.0 Oz 5840 r12.69 1 12.69 _I F5380 Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Sample was taken from 5.5 cubic yard batch. Mix proportions are per yard. 11 gallons of water was added to 5.5 cubic yards an site. Failure Code r • L_ i• Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Client: Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 °F Water / Cement Ratio: :Date Receive 0.339 Date Made Sample # L9/16/2003 ( 0103 Sellen Construction 56 ° F Raining Concrete Cadman 412433 340161 Slump - (ASTM C143) 5 -1/4" CONCRETE LABORATORY TEST REPORT 9 -17 -03 Entrained Air (ASTM C231) Ok FIELD (ASTM C31 [Placement Location and Notes 1 SET 1 Pilasters at grids E0.5/EA and EO.5 /EB.8 from finish dirt grade to minus 3 ft. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) 5674719/23/20031 7 f 45400 L 4 x 8 [41i3 1 L 12.761 9/16/2003 0103 156748110/14/20031 .28_1 72130 1 4 x 8j1 4.031 j 12.76 1 1 9/16/2003 0103 5 28 1r 70723 1 4 x 8 14.03 1 L12.76 1 L 9/16/2003 0103 110/14/2003 28 68290 1 4 x 8 Jr4,03J r 12.761 Remark: Inspector(s): Beorn Edmonds Tested by: Michael Craig NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar Project No: E3074 Issued on: 10 -15 -03 Permit # (s): D03 -142 Original: Revised: ❑ DATA and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/8" 691.0 lbs Coarse Aggregate 3/4" 1,412.0 Ibs Fine Aggregate 1,288.0 lbs Water 200.0 Ibs Fly Ash 160.0 Ibs Cement - -Type I & II 430.0 Ibs MRWRA 39.0 Oz [Design Strength (ft): 4000 Psi @ 28 days Reviewed by: FC - Field Cure L5350 Michael S. Dolder, P.E. Technical Director Everett Office 917. 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Dia (in) Surface Area Strength (psi) Failure Code 3560 1 — 1 • r 5650 [ 1 F5670 j L_ —__ Information in this report applies only to the actual sarnples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 25 Date: Weather: Inspection: REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) 10/20/03 Rain Steel alusha, P.E. Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. INSPECTOR: Mike Virgilio cc: Bldg Dept -City o ukwila, Julie Lawton - Museum of F=light, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived at jobsite for inspection of steel decking on the entry roof. Puddle welds and deck seam welds were found acceptable to construction drawings and AWS D1.3. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC. star? 7 :li MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 24 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S. Tukwila, WA D03 -142 (City of Tukw' a) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 10/20/03 Cloudy / Rain Concrete INSPECTOR: Tom Cain REVIEWED BY: d i, a r A alusha, P.E. cc: Bldg Dept -City of Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Onsite for concrete pour of slab -on -metal deck mechanical mezzanine. Prior to pour inspected decking, reinforcing and Nelson studs — found them according to plans. Contractor then placed approximately (3) cubic yards of Cadman mix #661281 at 41/2" slump. Sampled concrete and cast (4) 6x12" test cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. t MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 23 Date: Weather: Inspection: REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA. D03 -142 (City of Tuk Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 10/14/03 Cloudy Structural Steel / Welding / Epoxy Oalusha, P.E. INSPECTOR: Mark Vassallo cc: Bldg Dept -City • Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Onsite for visual and UT inspection of structural steel in accordance with AWS D1.1 -00 specifications and project plans. All CP welds have been tested and found acceptable. See attached UT Report for locations and specifics. Spoke with engineer -of- record, Andy Fry, about snug tight bolts at CP locations. These are acceptable only at CP welds by Andy. All bolts have been tensioned and installed per code. No bolting issues exist. Visually inspected brace frames 1, 2, and 3. Welding is acceptable. Decking at mezzanine level has been welded and button punched. No problems noted. Epoxy installation of #4 rebar along E0.5 line at mezzanine level between EA and EC was witnessed. Holes were drilled a minimum of 5" embedment and cleaned prior to epoxy with a bottle brush. Holes were a minimum 18" o.c. Hilti Hy 150 2 -part epoxy system was used. A total of (14) #4 bars installed at wall edge. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating South TF,BF 52 CP X Roof @ E1 /EB.8 West TF 52 CP X Roof @ EC /B NW TF 52 CP X Roof @ EC /B West TF,BF 52 CP X Roof @ EC /B.5 East TF,BF 52 CP X Roof @ EC /B.5 West TF,BF 52 CP X Roof @ EC /C East TF,BF 52 CP X Roof @ EC /C South TF,BF 52 CP X Roof @ EC /D Model: Serial No.: UT Equipment: USN 50L Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: IIW Long Shear ❑ Method Used: Other ❑ Angle: 70 00P8H0 2.25 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 rd Drive, Suite 190 Portland, OR 97211 Notes: Inspector: M Vassallo Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Client: Project: Welding Process: Type Material: Date: 10/14/03 Ultrasonic Examination Page: Sellen MTE Project #: Museum of Flight Lobby Expansion FCAW Carbon Steel Inches Sketch: Specifications: Section or Shape: a. <. i..- .iv.�l•:�. ;rtl9..ii ;i:Jtd:intiF ;ut • 1 of 1 E3074 AWS D1.1 -00 WF MTE Formti 094 Rev 2, 5/02 Z � • w w i U O W = 1.— U) WO g tl. _ a = w I— O Z W • W O N O I-- W H 0 L I O w Z • = O I Z MAYES TESTING ENGINEERS, INC =r W .1 7N • i Project : Museum of Flight Lobby Expansion Client: Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Sellen Construction Air Temperature: 60 °F Weather: Sunny Product: Concrete Supplier: Cadman Ticket Number : 03414794 MixDesign ID : 340161 Sample Temp. Slump Air (ASTM C1064) l(ASTM C143) [Entrained (ASTM C231) 70 ° F 6 -3/4" [Water / Cement Ratio: [Date Receive t 0.461 9 - 26 - 03 [Placement Location and Notes j Inspector(s): Jesse Kane Tested by: Jesse Kane [Design Strength (t'c): j 4000 Psi @ 28 days Reviewed by: Original: Revised: ❑ NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3074 Issued on: 10 -6 -03 Permit # (s): D03 -142 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,421.0 Ibs Coarse Aggregate 3/8" 691.0 Ibs Fine Aggregate 1,280.0 lbs Water 256.0 lbs Fly Ash 135.0 Ibs Cement - -Type 1 420.0 Ibs Cast slab on grade at grids E0.5 to E.3 from EC to A. Sampled at 22 cubic yards of 110 cubic yards total. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/25/2003 0007 57386 10/2/2003 L [ 1060907 x 12 5.99 28.18 1 3760 r 9/25/2003 7W07 57387110/23/2003 281_ 6 x 12] /25/2003 0007 5738 6 x 12 �L J r • L9/25/2003 0007 57389111/20/20031 56 - 1 6 x 12 Remark: Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested &nd shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Client: Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 77 ° Water / Cement Ratio: 0.420 Sellen Construction 78 °F Partly Cloudy Concrete Cadman 410393 340161 Slump Entrained Air (ASTM C143) [ (ASTM C231) 3 -3/4" Date Receive 9 -9 -03 Inspector(s): Clyde Anderson Tested by: Jesse Kane Reviewed by: Project No: E3074 Issued on: 10 -7 -03 Permit # (s): D03 -142 Original: Revised: [l FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement - -Type I & II Glen 3030 IP act ement Location and Notes Column F1 and F3 footings on EC /C, EC /B, B /N, and N1 /Na lines below 1st floor level. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area 9/8/2003 0004 562151 9/15/2003 1 7_1 133280 1 6 x 12 1 5.99] 2818 L9/8/2003 I 0004 5621610/6/2003 1 28 IF 180810 1 6 x 12 6.00 r 28.27 1 9/8/2003 0004 56217 10/6/2003 128 172340 6 x 121 L 28.27 r9/8/2003 0004 1 562181 10/6/2003 1 28 1 171 6 x 12 L6.00 Remark: 28.27 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Weight (per cu.yd) 1,417.0 Ibs 693.0 Ibs 1,298.0 Ibs 236.0 Ibs 136.0 lbs 426.0 lbs 40.0 Oz [Design Strength (fc): 4000 psi @ 28 days Strength (psi) Failure Code r 4730 1 r L 396 I L_ • L L- 6100 6080 Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. 1111212NfiraillEMZiT.111(1.11,.co::, '• MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 20 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 10/3/03 Overcast Epoxy Bolts Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the epoxy installation of the added (2)' /e' diameter all-thread anchor bolts in 1" diameter holes, embed 9" and filled with Hilti Hy 150 epoxy. The added bolts were installed at the base of the steel column on building grid A/EA pertaining to RFI #16. Holes were checked for depth, cleanliness and spacing prior to the application of epoxy adhesive and insertion of the anchor bolts. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Al Bergman -Sell // .•_- Jl.. ark alusha, P.E. INSPECTOR: Yavita Kotomaimoce kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, MAYES TESTING ENGINEERS, INC. • MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 15 Date: Weather: Inspection: Inspected compaction of subgrade material in an area 20' around column at E2 /EC. The material placed was 1'/" crushed recycled concrete. A layer of site material was placed in the same area. Site material had a proctor of 116.3 and an optimum water content of 13.7 %, and was tested by Geo Engineers. Water added to fill material with a garden hose. Fill placed to bring the subgrade of the hole to minus 1'. All tests were 95 % compaction or above. Continuous inspection performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/12/03 Cloudy Soils a rk A. alusha, P.E. t L V LE) oc r 0 6 2003 S INSPECTOR: Beorn Edmonds cc: Bldg Dept -City o 6kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen 1 d /(a /zlb ?_) Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Test # Location Depth Laboratory Field Soil Type Description or Elevation (feet) Maximum Dry Density OMC % Wet Density Dry Density Moisture Content % Compac -tion ° f° 1 Area 20 ft. around column at E2 /EC -5 128.0 10.0 126.8 115.6 9.6 99 1 1/4 inch recycled crushed concrete 2 Area 20 ft. around column at E2 /EC -4 116.3 13.7 120.3 104.9 14.2 99 Dark gray silty sand with gravel 3 Area 20 ft. around column at E2 /EC -3 116.3 13.7 115.5 104.6 10.4 99 Dark gray silty sand with gravel 4 Area 20 ft. around column at E2 /EC -2 116.3 13.7 123.4 106.4 11.8 99 Dark gray silty sand with gravel 5 Area 20 ft. around column at E2 /EC -1 128.0 10.0 123.4 113.9 8.3 96 1 1/4 inch recycled crushed concrete MAYES TESTING ENGINEERS, INC simmeminammincroirs:iircz 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Specification Compaction and Material: El Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 recycle concrete 95% ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: 1 -hoe Type and Number of Compaction units: 1- Ho -Pac, roller No. of Passes: 2+ Thickness of lift: 12" Method of Adding Moisture: garden hose Comments: FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: L B El Page 1 of 1 Project: Meuseum of Flight MTE Project # E3074 Date: 9/12/03 Permit # D03 -142 Inspector: H. B. Edmonds MTE Nuclear Gauge # E6 In our opinion, fill generally meets specifications as indicated by test numbers: Fill test meets specifications Contractor Advised Full -time observation ❑ Part-time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE form #113, Rev 4, 4102 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 16 Date: Weather: Inspection: Arrived at the Museum of Flight for inspection of reinforcing steel, which was placed for a slab -on- grade and grade beams at E0.5 to E.3 and EC to A. Inspection found all reinforcing steel placed as required per construction specifications in this location. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03-142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/23/03 Sunny Reinforced Concrete 9/23/03 Indoors Welding INSPECTOR: Mike Virgilio Everett Office 917-134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Onsite at United Iron for visual welding inspection of fabricated items in accordance with AWS D1.1 -00 specifications and shop drawings. The following piece marks were inspected and found acceptable: 19A, 29A, 31B, 31C, 33B, 34D, 35A, 35B, 36A, 36B, 36D, 30A, 39D, 39F, 41A, and 41 B. No problems noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. - a Iusha, P.E. INSPECTOR: Mark Vassallo cc: Bldg Dept -City of Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellers MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 17 Date: Weather: Inspection: 9/24/03 Indoors Structural Steel E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. Inspection was performed on shop fabricated pieces at United Ironworks. Pieces inspected include 28B, 33A, 34D and 39F. All pieces were in compliance with shop drawings. Everett Office 917.1341h Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark . : usha, P.E. INSPECTOR: Mike Virgilio cc: Bldg Dept -City of Tu.wila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Selle MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 18 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/25/03 Sunny Reinforced Concrete Monitored the placement of (110) cubic yards of Cadman mix #340161 placed by pump truck and mechanically consolidated. Cast slab -on -grade at grids E0.5- E.3 /EC -A. Verified cover and clearances, no problems noted. Also, verified reinforcing steel /concrete for footing under sidewalk, per detail 14/S501 and the epoxying of (3) #6 into pier footing, with an embedment of minimum 9 ". RFI is pending for the embedment depth. Used Hilti HY -150 epoxy. Verified cleanliness and depth. No problems noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 0 / REVIEWED BY. ..�! �...:/..• G alusha, P.E. INSPECTOR: Jesse Kane cc: Bldg Dept -City • Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 19 9/26/03 Date: Weather: Inspection: Fab Shop E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected fillet welds for (20) pieces with the following marks: 15A, 20A, 20B, 21A, 22A, 25A, 26A, 28A, 30A, 37A, 37B, 37C, 38A, 40A, 40B, 40S, 41C, 41D, 27A *, 32B *. *Note: 27A and 32B need UT. Welds are per plans. 26A and 25A — welds were not staggered. This will require fix or OK by engineer. Additional weld was required on 21A and 20A, which was completed while I was onsite. All welds meet AWS D1.1 and are per approved shop drawings. NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: 25A and 26A welds are not staggered. Date: Weather: Inspection: REVIEWED BY: 9/29/03 Indoors UT/ MT INSPECTOR: Lisa Pyper Arrived at United Iron in Seattle for inspection of complete penetration welds by UT and MT methods. Ultrasonic testing was performed nd b tab e to AWS U1.1 and contra gnetic particle found acce testing on piece 27A. Both welds were p specifications. Visual inspection was performed previously on 9- 26 -03. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio ark A. - alusha, P.E. cc: Bldg Dept -City of ukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Project Name 42usEuA2 r o » cal Date '. - ° 7 l_ i Client v Contractor (-t 4.1. (20.)-v Job Number -' ....., E 3o 7y Acceptance Standard 4'' b r r Type of Inspection MT eg PT • VT❑ NDE Procedure AWS -. 444 Revision No. 0 Surface Condition As Welded ❑ Ground ❑ Machined ❑ Heat Treatment Before ❑ After Type of Material Temp of Material MT Equipment ?Q- 1 5°t Dry Visible 2 Wet • Fluorescent ❑ AC ❑ DCgt Rectified ❑ Amperage ,r/I&, Prod. Spacing 6`f • Particles - Color /r... Lb Head ❑ Coil ❑ Yoke 8 Wt. Imo. Type of Liquid Penetrant Materials Used Penetrant - Dwell Time min. Development - Time min. Dry ❑ Wet ❑ Nonaqueous • Water Washable ❑ Visible Solvent Removable • Fluorescent • • Drawing No. Type of Work New t& Repair ❑ Rework ❑ Number of items Examined / No of items Accepted j No of Items Rejected ( Type of Defects Code C - Cracks P - Porosity NF - Non - Fusion LI - Linear Indication S- Size LA - Lamination Other - sae c sfy Weld # or Part Acc Rej 1 Def Code Remarks Weld # or Part Acc Rej Def Code Remarks -7 .• V IIIL Notes: Performed By: Z %/ 1. Level Z Level 1 t Accepted By: .. Signature Enclosure Added Yes ❑ No ❑ Page .2 of MAYES TESTING ENGINEERS, INC. NONDESTRUCTIVE EXAMINATION REPORT � __ t; ; :1 f i ' r� : 1 l. ' ; r • I - 1! rr r, eN 2 9 2003 r- 917 - 134th St. S,W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745 -1737 Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating 32 -B 54 3/4 X Model: Serial No.: UT Equipment: USN - 50L Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: IIW Long Shear ❑ Method Used: Other ❑ Angle: 70 00N9HK 2.25 .' MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A •1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 rd Drive, Suite 190 Portland, OR 97211 Notes: Inspector: M Virgilio Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Ultrasonic Examination Page: Client: Boeing MTE Project #: Project: Museum of Flight Lobby Exp Specifications: Welding Process: FCAW Section or Shape: Type Material: Date: 9 -29 -03 Carbon Steel Inche Sketch: 1 of 1 E3074 AWS D1.1 WF MTE Form# 004 Rev 2, 5/02 MAYES TESTING ENGINEERS, INC Project : Museum of Flight Lobby Expansion Client: Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Sellen Construction Air Temperature: 56 °F Weather: Raining Product: Concrete Supplier: Cadman Ticket Number : 412433 MixDesign ID : 340161 Sample Temp. (ASTM C1064) 65 Water / Cement Ratio: Slump Entrained Air (ASTM C143) (ASTM C231) 5 -1/4" 1 [Date aeieiv � 9 -17 -03 F '' 0.339 Placement Location and Notes 1 SET 1 Pilasters at grids E0.5/EA and EO.5 /EB.8 from finish dirt grade to minus 3 ft. [Design Strength (fc): Inspector(s): Beorn Edmonds Tested by: Chris Pratt Reviewed by: Project No: E3074 Issued on: 9 -24 -03 Permit # (s): D03 -142 Original: Revised: FIELD DATA (ASTM C31 and C172) Actual `Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/8" 691.0 Ibs Coarse Aggregate 3/4" 1,412.0 lbs Fine Aggregate 1,288.0 lbs Water 200.0 lbs Fly Ash 160.0 Ibs Cement- -Type I & II 430.0 Ibs MRWRA 39.0 Oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1 9/16/2003) 0103 j 5674'71 9/23/2003 Fl] 45400 1 4 x 81 4.03 12.76 1 3560 F * 9/16/2003 f 0103 15674010/14/2003 j 28 1F j 4 x 8 i L (9/16/2003 L 0103 56749110/14/2003 28 1 4 x 8 jr 1 _] [ 9/16/2003 1 0103 1 56750110 /14/20031 28 P 1 4 x 8 1 J I Remark: NOTES: Failure descriptions for samples tested with neoprene pads are not reported, • S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure 4000 ps @ 28 d ays Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 . •:t!'+. J.i•.w'b' 4.1 rv4su :4.41 i.:c'... ikuitwlsu.t'.VAtrJ.4Y...f bl.•w'u.t�.' Ltk�L4.tit...2�.ir. ws.:L MAYES TESTING ENGINEERS, INC Project : Client: Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. [ (ASTM C1064) Sellen Construction 65 °F Partly Cloudy Concrete Cadman 407564 340161 ( Slump Entrained Air (ASTM C143) [ (ASTM C231) 77 °F 4" [Water / Cement Ratio: [Date Receive 8 -28 -03 0.408 [Placement Location and Notes 1 Piers: N1 /A, E1.1 /EA, E1.1 /EB and E1.1 /EC. Date Made Sample # Lab # FIELD DATA (ASTM C31 and C172) Date Tested Age (day) Load (Ibs) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Inspector(s): C.Trip Edgerton Tested by: Chris Pratt Reviewed by: Original: Revised: ❑ Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,416.0 lbs Coarse Aggregate 3/8" 694.0 lbs Fine Aggregate 1,294.0 Ibs Water 227.0 Ibs Fly Ash 136.0 lbs Cement 420.0 Ibs WRA 40.0 Oz [Design Strength (Pc): 4000 Psi @ 28 days Dia (in) Surface Area Strength (psi) Failure Code [8/27/2003 L 0002 55844 r 9/3/2003 L7 [ 114770 1 6 x 12 28.181 40701 8/27/2003 1 0002/ 55845 1 9/24/2003 28 l[ 148 6 x 1215.99 j [ 28.18 5280] 1 8/27/2003 0002 [55846 9/24/2003 1 28 155560 1 6 x 12 15.9911 28.18 L 5520 L8/27/2003 1 0002 ( 55847 9/24/20031 28 Jr 1546 6 x 12 28.18 1 I 54901 Remark: Size (in) 5.99 5.99 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3074 Issued on: 9 -25 -03 Permit # (s): Michael S. Dolder, P. . Technical Director Everett Office 917. 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745,1737 Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Museum of Flight Lobby Expansion Client: Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Sellen Construction Air Temperature: 65 °F Weather: Cloudy Product: Concrete Supplier: Cadman Ticket Number : 406726 MixDesign ID : 340161 Temp. Air 1.S,(Aasmfmle C1064) (ASTM Slump C143) (ASTM Entrained C23 75°F 6 Water / Cement Ratio: [Date Receive 8 -26 -03 0.400 1 Placement Location and Notes 8/25/2003 0001 55366 9/2/2003 1 8 [8/25/2003 0001 55367 9/22/2003 1 28 ri/25/2 0001 55368 1 9/22/2003 1 28 65990 1 4 x 8 8/25/2003 Remark: 0001 J 55369 9/22/2003 1_28 [[ 66780 1 4 x 8 Inspector(s): Del Spicer Tested by: Zenaida Revilla SEP ? ( 2 ro? t7 om LUt`!�,lf Project No: E3074 Issued on: 9 -23 -03 Permit # (s): 0 0 3 -it/ 2_ Original: [] Revised: ❑ FIELD DATA (ASTM C31 and C172) i Design Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 2,120.0 Ibs Fine Aggregate 1,312.0 Ibs Water 240.0 Ibs Fly Ash 180.0 lbs Cement—Type I & II 420.0 lbs Glen 3030 40.0 Oz [Design Strength (fc): • 4000 Psi @ 28 days Spread footings at grids N1 /A, E1.1 /EA, E1.1 /EB, E1.1 /EC. Sampled at 6.5 cubic yards of 13 cubic yards placed. Water added on -site = 5 gals. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 49820 1 4 x 8 1[ - 4.03 68040 1 4 x 8 4.03 1 4.03 1 Reviewed by: 12.76 1 12.76 r1176 1 12.76 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. • S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure 3910 53301 51701 5240 ] Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9380 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 .: i{.• ua.:: v.;; lu. Li:: t: zr.; a•. L:i >rZ.:...,:'Jai:K.iaa.,_..n�+ ,. .a,:,.t i:.mt. x,..... ..k.+N.i.:s4si%L:utit + w 'tu�:::4w';n;+::.: :+.`u.usrl �k..::;�',si r MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 13 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/18/03 Cloudy Soils Compaction Onsite per request for compaction testing of subgrade. The contractor has placed 6 -8" of Type 17 sand with gravel over the vapor barrier at east expansion area A to B by EC to west existing building. The sand with gravel was compacted with a vibrating plate. Tests were performed at (3) locations, but revealed variable compaction, some Tess than specifications. The slab was recompacted systematically with a diesel vibrating sled compactor until uniform compaction of 95 %! + compaction was achieved. No nonconformances noted. Failing tests were recompacted. REVIEWED BY cc: Bldg Dept -City Al Bergman - Sellen Iusha, P.E. INSPECTOR: Rob Emery •akwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC % Wet Density Dry Density Moisture Content % Compaction 1 East expansion - grid NA/EB subgrade 136.0 4.0 -- 125.6 6.5 92 Type 17 - sand w/ gravel 2 Center of slab - grid E7 /EA subgrade 136.0 4.0 -- 131.7 6.9 96 ,, 3 South end by door - grid EB /E0.7 subgrade 136.0 4.0 -- 121.4 7.7 89 ,, 4 (Retest #1) - grid NA/EB subgrade 136.0 4.0 -- 128.7 7.0 95 ,, 5 (Retest #2) - south end by EB /E0.7 subgrade 136.0 4.0 -- 130.6 7.0 96 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Comments: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material: ❑ ASTM D 1557 (Modified Proctor) ❑ ASTM 0 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: vibr plate / diesel plate No. of Passes: -- Thickness of lift: 6 - 8" Method of Adding Moisture: rain ASTM 1557 Modified FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Page: 1 of Project: Museum of Flight Expansion" MTE Project # E3074 Permit # Inspector: Date: 9 -18 -03 D02 -142 R. Emery MTE Nuclear Gauge # ❑ In our opinion, fill generally meets specifications as indicated by test numbers: 2, 4, 5 In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: 1, 3 (recompacted to pass) ❑ Fill test meets specifications ❑ Contractor Advised (i Full -time observation El Part-time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE Form #113. Rev 4.4/02 Z W it 2 .1 U co H WO g = W H- Z f- t— O Z I -- O - aH WW h� LL O Z U O~ Z f MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 14 Date: Weather.: Inspection: Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/17/03 Indoors Welding Onsite at United Iron for visual and ultrasonic welding inspection of fabricated items in accordance with AWS D1.1 -00 specifications and shop drawings. Visually inspected and found acceptable the following piece marks: 4A, 6A, 7A, 8A, 9A, 10A, 11A, 12A, 13A, 14A, 15A, 16A, 17A, 17B, 16B, 18A, 18C, 23A, and 24A. UT tested CP welds on piece marks: 4A, 6A, and 11A. See attached UT Report for details. No problems noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 9/19/03 Drizzle Epoxy INSPECTOR: Mark Vassallo Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland ONlce 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored the epoxying of (76) #4x2' -6" @ 18" with 5" embedment per details 15, 17, 20/S501. Verified the clearance, cleanliness and depth. No problems noted. Used Hilti Hit Hy 150 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Al Bergman -Se en A. b : Iusha, P.E. INSPECTOR: Jesse Kane ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Alien Level Defect Rating 4A W 54 3/4 CP X x2 plates 6A AA 5/8 CP X x2 plates 6A Ab 7/8 CP X x2 plates 11A K 3/4 CP X Model: Serial No.: UT Equipment: USN - 50L Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: 11W Long Shear ❑ Method Used: Other El Angle: 70 00P8H0 2.25 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 "'Drive, Suite 190 Portland, OR 97211 Notes: Inspector: M. Vassallo Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Ultras Client: Project: Museum of Flight Lobby Exp. Welding Process: Type Material: Date: 9 -17 -03 Z W 6 1 —J 0 00 Ultrasonic Examination Page: 1 of 1 w United Iron MTE Project #: E3074 ao u_ w u_ Q _° F Z = O w uj 2 a U ON O I- 111 Hr- - 0 •. w O � Z FCAW Carbon Steel Inches Sketch: Specifications: Section or Shape: AWS D1.1 -00 Plate MTE Form l 094 Rev 2, 5/02 MAYES TESTING ENGINEERS, INC. =ri?..."�3'`..nrit':.r.:.. ... -.,. , MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: 8/18/03 Sunny Soils Preliminary Inspection REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. ark • . G . Iusha, P.E. SEp 2,f2 203 oJt „Is7- Arrived onsite to obtain a soil sample for a proctor tests. Material picked up was a black silty sand excavated from new lobby footings. Transported soil sample to MTE Everett laboratory. INSPECTOR: Paul Myers cc: Bldg Dept -City of ukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. ME17.7 1 ,13 . is MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 8/25/03 Clear Reinforcing Steel / Reinforced Concrete Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A) Conducted reinforcing steel inspection of lobby extension spread footings at grids N1 /A, E1.1 /EA, E1.1 /EB, E1.1 /EC. Reinforcing steel placement per details 13/S401, 18/S401. No exceptions were noted. B) Witnessed placement of, tested, sampled, and cast one set of (4) 4x8" test cylinders of Cadman mix #340161. Mix placed via forklift bucket and was mechanically consolidated as specified. Total of (13) cubic yards of mix #340161 placed at spread footing locations as described in paragraph "A" of this report. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: A. a sha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Selle MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 3 Date: Weather: Inspection: Inspected Northwest Construction procedures for placing storm drainpipe onsite. Contractor excavated to appropriate elevation and compacted the bottom of the trench. Next, a bedding layer of %" minus crushed rock from Stoneway was placed and leveled. Then 1 crushed recycled concrete from Stoneway was placed around the pipe and compacted with a "jumping jack" compactor to avoid damaging the pipe. Next, another 8 -12" layer of 1 crushed concrete was placed and compacted with the Ho -Pac. This takes the fill to surface of ground and the required 3' of fill above the storm drain will be achieved when the level of the lobby expansion subgrade is brought up to grade. The correct procedures are being followed and the density of the structural fill will be checked tomorrow on all the storm drainpipe placed. Since the native soil is contaminated all the trench excavation is disposed of and structural fill replaces it. The structural fill has a proctor from Phase 1A that is a max dry density of 128.0 and an optimum water content of 10.0 %. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) 8/27/03 Cloudy Soils Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. INSPECTOR: Beorn Edmonds cc: Bldg Dept -City of kwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584,3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: Preliminary Inspection Date: Weather: Inspection: cc: Bldg Dept -City o Al Bergman - Sellen E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBB,1- Seattle MKA - Seattle Sellen Construction Co, Inc. 8/26/03 Overcast Reinforcing Steel Conducted reinforcing steel inspection of lobby extension concrete piers /columns at grids N1 /A, E1.1 /EA, E1.1 /EB, E1.1 /EC. Reinforcing steel placement per detail 12/S401 of available plans. (Note: Reinforcing steel cages show slight twist and need to have final clearances verified prior to concrete placement. Work in progress.) Reinforcing steel shown to be proper bar size, grade, number, length, type, and spacing. No additional exceptions noted. 8/27/03 Partly Cloudy Reinforced Concrete Contractor placed approximately (7 %) cubic yards of Cadman mix #340161 in (4) piers at 1 /EA, E1.1 /EA, E1.1 /EB, and E1.1 /EC. Placement was underway when inspector arrived. A sample of this Toad was found to have a slump of 4" and a temperature of 77 °F. Four cylinders were cast for laboratory curing and analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: //AMA. ark A/ alusha, P.E. INSPECTOR: Del Spicer INSPECTOR: C. "Trip" Edgerton kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.261.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 5 Date: 8/28/03 Weather: Cloudy Inspection: Soils Date: Weather: Inspection: REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. Inspected compaction of sub -grade material in area EA to EC /E0.5 to E1.5, and previously placed rnaterial over storm drain line from existing manhole at the NE corner of site to new catch basin. The material placed was 1 -1/4 inch crushed recycled concrete. All tests were 95% or above. Works is continuing in the area EA to EC /E0.5 to E1.5. Due to the size of the hole it necessary to fill from the side of the hole since the "hoepack" will not reach the entire hole. Not every depth checked for compaction, however the work will continue and all depths will be checked. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 8/29/03 Cloudy Soils INSPECTOR: Beorn Edmonds INSPECTOR: Beorn Edmonds ,art .44 .. ark A. alusha, P.E. cc: Bldg Dept -City o Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman- Sellen Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected compaction of sub -grade material in area EA to EC /E0.5 to E1.5. The material placed was 1 -1/4" crushed recycled concrete. All test were 95% or above. Work in continuing the area EA to EC /E0.5 to E1.5. Due to the size of the hole it is necessary to fill from the side of the hole since the "hoepack" will not reach the entire hole. Entire hole brought up to 1 ft. below finish sub - grade and compacted. Every depth checked for compaction. Continuous inspection performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ...: >, ,.:,, MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 6 Date: Weather: Inspection: REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) .1) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/2/03 Cloudy Soils Inspected compaction of sub -grade material in area 30 ft around column at A/N1. The material placed was 1 -1/4 inch crushed recycled concrete. Water added to the fill material with a garden hose. All tests were 95% or above. Work in continuing in the area 30 ft. around column at A/N1. Due to the size of the hole it necessary to fill from the side of the hole since the "hoepack" will not reach the entire hole. Entire hole brought up to 6 ft. below finish sub -grade and compacted. Every depth checked for compaction down to 8 ft. below sub grade. Continuous inspection performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Beorn Edmonds dark A. I . Iusha, P.E. cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman= Sellen Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503,281.7515 fax 503.281.7579 Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum D ry Density OMC % Wet Density Dry Density Moisture Content % Compaction % 1 Area 30 ft around column at A/N1 -8 128.0 10.0 124.2 111.0 11.9 97 1 -1/4 inch recycled crushed concrete 2 Area 30 ft around column at A/N2 -7 128.0 10.0 122.5 113.0 8.8 96 1 -1/4 inch recycled crushed concrete 3 Area 30 ft around comumn at A/N3 -6 128.0 10.0 122.5 110.7 10.6 96 1-1/4 inch recycled crushed concrete MAYES 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33"' Drive, Suite 190 Portland, OR 97211 Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: No. of Passes: 2+ Thickness of lift: Method of Adding Moisture: garden hose 0 Comments: TESTING ENGINEERS, INC Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 rec cle concrete 95% hoe 1 one hoepack 12 inches FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 El ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: ❑ El In our opinion, fill generally meets specifications as indicated by test numbers: Fill test meets specifications Contractor Advised Full -time observation Quality Control Sample:Test No.: • Page: 1 Project: MTE Project # E3074 Permit # Inspector: MTE Nuclear Gauge # ❑ Part-time observation Dry Density: Moisture %: MTE Form #113, Rev 4, 4/02 Museum of Flight Date: D03 -142 H.B. Edmonds 15 z z w 60 00 ca O W= '4 J I.... 9/2/03 l_ W 5 W Q Z W z I— 0 W I- W U 0 co 0— 0 w w I— LL. O ..z w U= 0 z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: 9/3/03 Cloudy Soils Inspected compaction of subgrade material in area 30' around column at A/N1. The material placed was 1'/" crushed recycled concrete. Water added to the fill material with a garden hose. All tests were 95% or above. Work is continuing in the area 30' around column at A/N1. Due to the size of the hole it is necessary to fill from the side of the hole since the Ho -Pac will not reach the entire hole. Entire hole brought up to 0' below finish subgrade and compacted. Every depth checked for compaction down to 6' below subgrade. Inspected compaction of subgrade material in area 15' around north water cut in at location N192,773.2 E1,638,767.8, and south water cut in at location N192,696.9 E1,638,810.6. Both locations filled with 1 crushed recycled concrete. Water added to fill material with a garden hose. All tests were 95% compaction or above. Continuous inspection performed. Proctor sample taken and transported to Everett laboratory. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: 9/4/03 Weather: Sunny Inspection: Gathered soil samples (2) per pile for proctors. Tenny (Sellen) picked out the soil to be tested. Preliminary Inspection Pending testing results. REVIEWED BY. E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. Ah. i ark Aialusha, P.E. INSPECTOR: Beorn Edmonds INSPECTOR: Jesse Kane cc: Bldg Dept -City • Tukwila, Julie Lawton - Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman -Sell Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/8/03 Partly Cloudy Reinforced Concrete Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed Sellen Construction placing (14) cubic yards of Cadman concrete mix #340161 in F3 and F4 type column footings EC /C, EC /B, B.N1, and N1 /NA lines below 1 floor level after reinforcing steel inspection. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Al Bergman - Sellen ark A alusha, P.E. INSPECTOR: Clyde Anderson ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Test # Location Laboratory Field Soil Type Description Depth or Elevation (feet) Maximum Dry Density OMC % Wet Density Dry Dens Content % Compaction ° 1 area 30 ft. around column at A/N1 -5 128.0 10.0 122.2 110.9 10.2 96 1 1l4 inch recycled crushed concrete 2 area 30 ft. around column at A/N2 -4 128.0 10.0 125.0 112.2 11.4 98 1 1/4 inch recycled crushed concrete 3 area 30 ft. around column at A/N3 -3 128.0 10.0 122.9 110.6 11.1 96 1 1/4 inch recycled crushed concrete 4 area 30 ft. around column at A/N4 -2 128.0 10.0 123.5 110.9 11.4 97 1 1/4 inch recycled crushed concrete 5 area 30 ft. around column at A/N5 -1 128.0 10.0 127.3 113.8 11.8 gg 1 1/4 inch recycled crushed concrete 6 area 30 ft. around column at A/N6 0 128,0 10.0 126.6 113.0 12.1 99 1 1/4 inch recycled crushed concrete 7 South Water cut in -1 128.0 10.0 124.2 112.3 10.6 97 1 1/4 inch recycled crushed concrete 8 South Water cut in 0 128.0 10.0 123.3 111.0 11.0 96 1 1/4 inch recycled crushed concrete 9 North Water cut in -2 128.0 10.0 127.1 113.4 13.7 99 1 1/4 inch recycled crushed concrete 0 North Water cut. in -1 128.0 10.0 123.6 110.7 10.8 96 1 1/4 inch recycled crushed concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland. OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material: [] ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: 1 - hoe Type and Number of Compaction units: 1 - Ho -Pac No. of Passes: 2+ Thickness of lift: Method of Adding Moisture: garden hose Comments: recycle concrete 95% 12 inches FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ i o:�-aCii wti Y Page 1 of 1 Project: MTE Project # Permit # Inspector: MTE Nuclear Gauge # 15 Meuseum of Flight E3074 Date: 9/03/03 D03 -142 H. B. Edmonds In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: Fill test meets specifications Contractor Advised Full -time observation ❑ Part -time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE Form #113, Rev 4, 4/02 Z ¢¢ Y W J U 0 u) 0 u_ co w S W H Z Z W O L 0 0- o I- W LL .Z w U = 0 Z MAYES TESTING ENGINEERS, INC. IMEMES6VIEVICV2717-1,15,r1S57.1:11I:,71:1": 77. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: Arrived at the Museum of Flight for inspection of reinforced concrete. The contractor is placing concrete in (5) column pedestals at E2 /EC, EC /E2.5, E1.5/N1, E2.5/N1, and N1 /EC. Reinforcing steel was correctly placed and clearances are per specification. Total (5 yards of Cadman mix #340161 was placed from the truck by chutes and consolidated by mechanical vibrator. One column at N1/1.5 had to be rotated in place, due to improper layout of the initial dowels. MKA engineer, Andy Fry, was informed by Scott Petrie (Sellen Construction). Andy said that this would be acceptable as long as the dowels are within the column bands. This condition was found in compliance upon completion. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA 003 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/9/03 Overcast Reinforced Concrete ar . : Iusha, P.E. INSPECTOR: Mike Virgilio cc: Bldg Dept -City of 1 kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC, MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 10 Date: Weather: Inspection: Inspected compaction of sub grade material in area 30' around column at N1 /B. The material placed was 1 crushed recycled concrete. Water added to the fill material with a garden hose. All tests were 95% or above. Entire hole brought up to 0' below finish subgrade and compacted. Every depth checked for compaction down to 8' below subgrade. Inspected compaction of sub grade material in an area 20' around column at E2 /EC. The material .placed was 1 crushed recycled concrete. Water added to fill material with a garden hose. Fill placed to bring the subgrade of the hole to minus 6'. All tests were 95% compaction or above. Continuous inspection performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/11/03 Cloudy Soils ark • . G= Iusha, P.E. INSPECTOR: Beorn Edmonds cc: Bldg Dept -City of Lkwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Test # Location Depth Laboratory Field Soil Type Description or Elevation (feet) Maximum Dry Density OMC % Wet Density Dry Density Moisture Content Compac -tion 1 area 30 ft. around column at B /N1 -8 128.0 10.0 128.9 111.1 15.7 99 1 1/4 inch recycled crushed concrete 2 area 30 ft. around column at B /N1 _ -7 128.0 10.0 127.3 116.6 9.1 99 1 1/4 inch recycled crushed concrete 3 area 30 ft. around column at B /N1 -6 128.0 10.0 129.6 111.8 15.9 99 1 1/4 inch recycled crushed concrete 4 area 30 ft. around column at B /N1 -5 128.0 10.0 121.3 109.1 11.2 95 1 1/4 inch recycled crushed concrete 5 area 30 ft. around column at B /N1 -4 128.0 10.0 _ 123.3 111.7 10.4 96 1 1/4 inch recycled crushed concrete 6 area 30 ft. around column at B /N1 -3 128.0 10.0 122.3 107.1 14.2 96 1 1/4 inch recycled crushed concrete 7 area 30 ft. around column at B /N1 -2 128.0 10.0 126.6 109.3 15.8 99 1 1/4 inch recycled crushed concrete 8 area 30 ft. around column at B /N1 -1 128.0 10.0 127.5 113.2 12.7 gg 1 1/4 inch recycled crushed concrete 9 area 30 ft. around column at B /N1 0 128.0 10.0 124.4 111.9 11.2 97 1 1/4 inch recycled crushed concrete 10 Old lobby area about 20 ft east of building and 30 ft south of north east corner 0 128.0 10.0 137.5 127.0 7.4 99 1 1/4 inch recycled crushed concrete I 11 Area 20 ft. around column at E2 /EC -6 128.0 10.0 128.5 116.7 10.9 99 1 1/4 inch recycled crushed concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E - 2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Specification Compaction and Material: recycle concrete 95% �❑ ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: hoe 1 Type and Number of Compaction units: one Ho -Pac No. of Passes: 2+ Thickness of lift: 12 inches garden hose Method of Addjytg Moisture: m T� Comments: 7G C3 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Page 1 of 1 Project: Meuseum of Flight MTE Project # E3074 Date: 9/11/03 Permit # D03 - 142 Inspector: H. B. Edmonds MTE Nuclear Gauge # In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: E6 ❑ Fill test meets specifications Contractor Advised Full -time observation ❑ Part-time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE Form #113, Rev 4, 4/02 Z 6 00 co 0 J h = . o u. w 2 � to d = w I _ Z F- z tu ao U 0 V) _ H wW H- -- z 0) c� F - z MAYES TESTING ENGINEERS, INC. l 'i' a 7 7 .7. ;!.��:i? .1E..._. _._ :;.': ... _ MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 10 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA ° '(City of Tukwila) -- 2 11-1 Museum of Flight NBBJ - Seattle �� MKA - Seattle Sellen Construction Co, Inc. 9/11/03 Cloudy Soils Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected compaction of sub grade material in area 30' around column at N1 /B. The material placed was 1'/" crushed recycled concrete. Water added to the fill material with a garden hose. All tests were 95% or above. Entire hole brought up to 0' below finish subgrade and compacted. Every depth checked for compaction down to 8' below subgrade. Inspected compaction of sub grade material in an area 20' around column at E2 /EC. The material placed was 1 crushed recycled concrete. Water added to fill material with a garden hose. Fill placed to bring the subgrade of the hole to minus 6'. All tests were 95% compaction or above. Continuous inspection performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B INSPECTOR: Beorn Edmonds Mar A. alusha, P.E. cc: Bldg Dept -City o ukwila, Julie Lawton- Museum of Flight, Barney Mansavage - NBBJ, Brian Glover -MKA, Al Bergman - Sellen Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /o Wet Density Dry Density Moisture Content % Compac -tion 1 area 30 ft. around column at B /N1 -8 128.0 10.0 128.9 111.1 15.7 99 1 1/4 inch recycled crushed concrete 2 area 30 ft. around column at B /N1 -7 128.0 10.0 127.3 116.6 9.1 99 1 1/4 inch recycled crushed concrete 3 area 30 ft. around column at BIN1 -6 128.0 10.0 129.6 111.8 15.9 99 1 1/4 inch recycled crushed concrete 4 area 30 ft. around column at B /N1 -5 128.0 10.0 121.3 109.1 11.2 95 1 1/4 inch recycled crushed concrete 5 area 30 ft. around column at B /N1 -4 128.0 10.0 123.3 111.7 10.4 96 1 1/4 inch recycled crushed concrete 6 area 30 ft. around column at B /N1 -3 128.0 10.0 122.3 107.1 14.2 96 1 1/4 inch recycled crushed concrete 7 area 30 ft. around column at B /N1 -2 128.0 10.0 126.6 109.3 15.8 99 1 1/4 inch recycled crushed concrete 8 area 30 ft. around column at B /N1 -1 128.0 10.0 127.5 113.2 12.7 99 1 1/4 inch recycled crushed concrete 9 area 30 ft. around column at B /N1 0 128.0 10.0 124.4 111.9 11.2 97 1 1/4 inch recycled crushed concrete 10 Old lobby area about 20 ft east of building and 30 ft south of north east corner 0 128.0 10.0 137.5 127.0 7.4 99 1 1/4 inch recycled crushed concrete 11 Area 20 ft. around column at E2 /EC -6 128.0 10.0 128.5 116.7 10.9 99 1 1/4 inch recycled crushed concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Comments: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material: recycle concrete 95% LI ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: hoe 1 Type and Number of Compaction units: one Ho -Pac No. of Passes: 2+ Thickness of lift: Method of Adding Moisture: garden hose 12 inches FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ ❑ Page 1 of 1 Project: Meuseum of Flight MTE Project # E3074 Date: 9/11/03 Permit # D03 -142 Inspector: H, B. Edmonds MTE Nuclear Gauge # E6 In our opinion, fiH generally meets specifications as indicated by test numbers: L. In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: Fill test meets specifications Contractor Advised Full -time observation Quality Control Sample:Test No.: Part-time observation Dry Density: Moisture %: MTE Form el 13. Rev 4, 4/02 Z W cc _1 U O 0 U c ut J Z H rnLL w o 2 LL 4 = • a w z= HO W • W U 0 O N CI I- w W h 0 IL" Z O = ~ z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 11 Date: Weather: Inspection: REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/15/03 Cloudy Soils Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected epoxy of (8) #4 bar ties for 3' pilasters from minus 3' to top of slab -on- grade. All holes cleaned properly and filled with epoxy properly. Bars placed using Hilti HIT HY150 epoxy. Pilasters completed with (2) #6 bar vertical placed in each pilaster. All bar inspected as per detail 17 on sheet S501. No deficiencies noted. Before pouring check for cleanliness, clearances, and bolt placement for column that goes on top of the pilaster. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Beorn Edmonds alusha, P.E. cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen • MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 12 Date: Weather: Inspection: REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -142 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/16/03 Cloudy Soils / Reinforced Concrete Inspected pilasters at grids E0.5 /EA and E0.5 /EB.8 from finish dirt grade to minus 3' mentioned in report from 9/16/03 by H. B. Edmonds for clearances and bolt embedment. Bolts had the minimum 1' embedment. No deficiencies noted. Monitored, sampled, and tested (1) cubic yard of Cadman mix #340161 placed in above - mentioned pilasters. All concrete placed by truck and mechanically consolidated. Cast (4) 6x12" cylinders for strength testing. Tested grade beam final grade soil density. Tested final grade for slab on grade in the building footprint. All material placed was 1 crushed recycled concrete. All tests were above 95% compaction. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ate INSPECTOR: Beorn Edmonds aF" v alusha, P.E. cc: Bldg Dept -City • Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584,3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 • Test # Location Depth Laboratory Field Soil Type Description or Elevation (feet) Maximum Dry Density OMC % Wet Density Dry Density Moisture Content % Compac -tion 1 Grade beam final grade 0 128.0 10.0 126.2 113.4 10.9 99 1 -1/4" recycled crushed concrete 2 North end of building 0 128.0 10.0 125.6 113.2 10.5 99 1 -1/4" recycled crushed concrete 3 South end of building 0 128.0 10.0 126.0 111.8 12.7 98 1 -1/4" recycled crushed concrete MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33'" Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503,281.7515 Fax 503.281.7579 Specification Compaction and Material: recycle concrete 95% (� ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: (1) Hoe Type and Number of Compaction units: (1) Ho -Pac, roller No. of Passes: 2+ Thickness of lift: 12" Method of Adding Moisture: garden hose Comments: FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ Project: MTE Project # Permit # Inspector: Page MTE Nuclear Gauge # 1 of 1 Meuseum of Flight E3074 Date: 9/16/03 D03 -142 H. B. Edmonds In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: ❑ Fill test meets specifications [� Contractor Advised L. Full -time observation Quality Control Sample:Test No.: E6 ❑ Part-time observation Dry Density: Moisture %: MTE Form 4113, Rev 4,4/02 z i ~ w aa 2 J U 00 N D CO U.1 J CO LL w 2 u. Q w a = I.- Lu z i i- 0 W � • W 0 CI v O — O i• W H 0 O .• z W U = OE z i ., C .� J December 18, 2002 Bob Benedicto Acting Building Official City of Tukwila Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 Subject: A New Lobby Addition for the Museum of Flight Dear Mr. Benedicto: 1.11 SOUTH JACKSON STREET . ■:•i'l: WA 98104 T) 206 223 5555 F) 206 621 2300 RECI IVEO CITY OF TUKWILA PERMIT CENTER Thank you and the other officials of the city of Tukwila for all your help with the first phase of the Museum of Flight Expansion. Construction is well underway now and it is exciting and rewarding to watch it grow. You may remember the Master Plan: the next phase was to be the Enclosure of the Red .Barn, followed by a New Lobby Addition, followed by the Development across East Marginal Way. That plan has changed somewhat. The current plan is to do a smaller New Lobby Addition as the next phase. The Enclosure of the Red Barn, and the Development across the street will wait until some time in the future. Enclosed is a set of 11 x 17 preliminary concept drawings dated December 10, 2002, for the smaller New Lobby Additions, which will add about 4,500 s.f. to the area of the existing Museum. We are planning to begin design of the smaller New Lobby Addition immediately, to apply for a building permit in May of 2003, to begin construction in August of 2003, with completion in February 2004. If this schedule is adhered to, we understand that the 1997 UBC will still be in effect, so we are basing this analysis on that code. If the addition is delayed, we understand different rules may apply. As you know, before we add the Enclosure of the Red Barn in the future, we must provide an area separation wall between it and the existing Museum, in order to avoid creating a building that is larger than allowed for its construction type and occupancy. Our analysis of this smaller New Lobby Addition shows that we can add it w ithout having to add the area separation wall yet, because the existing museum plus this 4,500 s.f. addition will still be within the allowable area for its construction type and occupancy. As a point of clarification, the existing area separations between the existing Museum and the Red Barn, and the 1986 Cafe Addition to the north will be maintained. This analysis deals only with the existing Museum to the south of the existing area separations. 0073' 1 Both the existing Museum and the new addition are construction Type II -1HR, Occupancy Type A2.1, buildings. (The existing Museum also has portions of B Occupancy, but since A2.1 is more restrictive, A2.1 is used in this analysis for simplicity.) z a The allowable areas per table 5 -B are: UJ For the Overall Building: 13,500 0 X2 for multistory buildings per 504.2 to 0 X2 for separation on three or four sides per 505.1.2 - .3 J X2 for sprinklers in a multistory building per 505.3 to 108,000 total w O For a Single Story: 13,500 g X2 for separation on three or four sides per 505.1.2 - .3 u � O X3 for sprinklers for a one -story building per 505.3 = ua 81,000 total z = 1— O Basement area is not counted in the building total, but the basement area must not exceed the w ' uj single story allowable, per 504.5. 2 U � Per section 203, 208 and 220, a floor that is more than 4 feet below grade for more than 50% of p 1- the total perimeter, whether or not it has a first story above it, is a basement. = w Enclosed is a set of 18 x 24 floor plans dated 12/18/02, that show how we counted the areas on —' O the different floors of the existing Museum of Flight. As you can see, the central portion of the iii N existing Great Gallery is at the existing basement elevation of +12' -5 ". All of the adjacent H grade, with the exception of a small loading area, is at elevation +17' -11, or +23' -5 ", which is z ~ the existing first floor elevation. The central portion therefore does not meet the definition of a first story, but does meet the definition of basement. It is therefore added to the rest of the basement area to be sure that the basement does not exceed 81,000 sf. It is not counted toward the first story area or toward the overall building area. Following is a table summarizing our area takeoffs. Numbers are in gross square feet: Basement Basement 28,146 Great & Side Galleries 20,511 Auditorium 8,267 Offices Control Tower Existing Lobby Areas 4,600 New Lobby Addition Totals 61,524 Total 1st Floor w/ Mezz Less than 81,000 lst Floor Mezzanines 2nd Floor Total w/o Basement 43,380 4,807 8,267 2,493 20;083 2,787 7,753 3,699 3,381 4,448 63,848 13,786 23,464 101,098 77,634 81,000 81,000 108,000 Please let us know if you agree with our conclusion that, because all of the areas are less than the allowable, a new area separation wall will not be required in order to add the small New Lobby Addition described herein. If you agree, then we can proceed with the design accordingly, subject of course to your verification of the final design during the plans review portion of the building permitting process. Sincerely, Jeanne Iannucci, AIA Architect Senior Associate enclosures c: Julie Lawton Bob Ormsby (. 1614.4.4.44-t C c.t Design Sheet PROJECT moF Lamy Appt'lon) LOCATION SHEET 101 PERMIT OF THESE TWO MEMBERS MAGNUSSON I KLEMENC[C ASSOCIATES III Structural + Civil Engineers additional structural calculations based on permit review comments uplift case collector elements ljEsI6rJ 60 1 r`( toPVwn Cr Fo W i6 x 1/4 \\ \\ \ \ \\ • j Load P1 P2 P3 P4 W1 W2 W3 W4 RAM Steel v7.2 Magnusson Klemencic Associates DataBase: Flight Entry -2 Building Code: UBC2 Floor Type: Roof -new Beam Number = 11 Span information (ft): 1 -End (39.91,- 41.40) J -End (72.21, - 60.05) W1 P 1 W2 P2 Load Diagram Max Tot Dist DL LL+ LL- kips ft kips kips kips 1g 14.119 9 11.897 11.288 7.089 -0.110 2. 7.357 -0.127 19.254 -0.435 14.269 24.61 8.360 5.908 9.775 35.03 5.166 4.608 -1.278 ft k/ft 0.00 0.168 14.19 0.168 0.160 35.03 0.160 0.108 0,103 37.40 k/ft 0,062 0.062 0.056 0,056 0.017 0,013 k/ft k/ft 0.000 0.230 0.000 0,230 0.000 0.216 0.000 0.216 0.000 0.125 0.000 0.115 443 P4 W4 4 N w o 04/11/03 07:39:15 2 J u..: =w H z �. z w 0 co t- wW L I o iu o z Loads: OLC ECI y% 8u4Aon: Em.lop SWMB, Inc. SWMB, Inc. 76281.20 W18x86 Collector June 4, 2003 2:42 PM W18 Collector.r3d 1 Z c w 6 U O 0 N J W 2 J LL co _ �.. Z 1 t ._ t— O Z uj U p O C C3 I— =W r- H u' O ill U N H O Z SI.N�oOs MIX 1 1 1 I Adowa .1 el I egs cloy (ASIFj • MI '0 1 1 I •'.2. 3 Include Shur Deformation Yes min •0 1 1 •1 • 21111MINIIIiKEINICIMIEN 7 .06 'Gsplay Sections lot Member Cs ems' d• Intern Saultoneis A.111W - Cicl lWesi'gn Sections mu • • 11-111Milli [YI3lwminia•in a04 min •0 1 ..Big 0 1 0 max .0 D D .4 -_ t_ 0 1 I -I- 0 C NC . _9 m •n ` 010 - 1 � Q _ 1 �� 1 !t NC v _ - ' N C SI.N�oOs - RISL` t3 A 33 21.. 1 I Adowa .1 el I egs cloy (ASIFj • Include Shur Deformation Yes l Wirping_ • YL 9 y^ 'Gsplay Sections lot Member Cs ems' d• Intern Saultoneis A.111W - Cicl lWesi'gn Sections tie Y 60% P�e_lu rel ioe 1T Axis a04 . r4e To we ance (n 1 nC ( m) .12 .12 1' m m axi 46 J _. _ _ ._ ._ 0 _. .. 1_ I . !N - .. 1 I • .0 I . NC " NC CM 1 �� N NI N mu m 0 1 . • fl? 5 1 0 1 1: . 0 , IN IN� 1. •004 4 1 1 1 68 mIn O . 1 :i se '" s_i HA�� "• .. a "• 1 ....1. _ man 1 , 1 mm 1.1 - - -• 1' - 205221 S" MX _ �� _ 1 _ .. . s - o _ 1 E N .. mm , t f _ . • mu 'l: Q:8 [�1♦ 1 �• ' 41. *MELON : SWMB, Inc. Designer SWMB Inc. Job Number : 71281.20 Global Sections fusion Son Daubs.. M.trW Area $ 4 4W1 Stitt) 111 11•1 JMTnna) TIC Label 30 . LAO 1np1 (nMJ 1e!'_ 1^M) 0 r'7 1 6ECI 1 W18%86 I TN _25.3 1 1.2 1 1 T 175 1 1530 r 4.1 1 _ Materials (General) 4MU MW ( Yeun:a Morbid Stow Modulus h n Peewee en Cwt. Wean ()dory Wed now 1 sT�--1 20000 r 1 16.1 .4 r 1 '!P«.65- FJ I �. ! 49 " - 7 - 1 0 - - X Candies* Y Goodin.* 0I �n1 f 0 0 Jam la b N Boundary Conditions Jowl load x TrenWam Y Trwol.am 2 Tr.nWYon Ramon MY%Wan M2 Rolm* 1Mn Sun) 1k• R•!Inad) Ji2yad1 _.. __. � P:M! . 1 R uction section I peaction Reaction r ` • eectbn 1 fleactbr lr_ ___l._ Member Data x.1.. SNP* l kle W W IP". EN Ad..* EM Onsets 'maw Mariwr Lobel IJOwl JJirll KJawl 11o1.e S.clpn 6N ►lon 1 -Ens J•End FEna J•End Code lengn _ )4fl!e! 4 _. 5N _ 1044 .7 8 7 2 .._ ±N! l ^l .. _ ^) ... __ (nl .- -- 1 __ 1 .__ [ _. - 2 -- T _ - '1 t SEC1 T lVT I - f ? t I l 974 '; RISA•30 Version 4.56 (I:%F6gh6Enby ExpualonlCslCWationt\W 18 Cdlactoct3d( Company : SWAB. Inc. Designer : SWMB, Inc. Job Number : 76251.20 Envelope Joint Displacements JnveloDe Member Deflections ;•Lrnael Lew 84010, .•Tow *1. 14 211:4 t*6 1 1 ^1 WI5ka Collector W Collector 2 Careened Careened di d 9 0 u T. 1• wss Lc Joni Temperature 10 RISA•30 Version 4.51, 11 (Ikgh6Eney Eapantwn %Clculatlons%WI8 Collecot.t34 a•Ro** radwro June 4,2003 2:42 PM Checked By: Detach Man 17 *Pr• No H 0"L"No Page 1 June 4, 2003 2:42 PM Cheeky' By: Load Combinations IcontlnuadJ un Hearin _6n_' 5 PPQ. 5R S Qo __KV_ MOB! �lC F eIC _ rag., ._814 i .eet 1 N 3 1 UDC 12.18 LY�1 L L I 01 Y r i EL �3.? L - ..., ... 1 110113 110113 1 • • • . 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Sul i 3 n bubo, 1081 0 0 June 4,2003 2.42 PM Checked By: 4m _ Erd 1.444e an 0 0 0 11 9 x14 r 1- . • • Mw bel 0..0 nb.r Lo60, Slut Mp1d ae End Magnetos d o. 51.11 location EI ln4aan - ` - -• __£ F1� _� _ l�n4Fl- _In •__ "'MI •.168 •160 0 1419 .. M( Y l6 �.t6 14 4 _sT 611 1' X 103 •.103 35 03 37.4 Member Direct Distributed Loads. Cateaory : LL. BLC 2 : Live r label 0.4 Men .0, Stan M.9nad. End Mp.A1 e. 51.11 swarm (811. F) Mn. 1) 015,10 1.1 Y 1 ..062 • 062 0 1. Y [ •. 056 •.056 4 t9 MI Y •.017 ..015 a 35. 3 Joint Loads/Enforced Displacements. Category : EL. BLC 3: EO Jodi Label 11.1 .811(448.81 sd wormed. oa, ormed. _ _.. 101epe4nrgl, _ lk, k: In. red, le4t249. 1 .. 2 I Load Combinations w Nun Dcnpbon € WS Pp 5855 CD BLC /IMO BLC Saco Inc FKr BLC FacFula, C. .[ ... use_ 12.17 _I r ..._LC1. 1 -� O1 _ 42 Nov r I RISA•3D Version 4 5b (1.%Fa9h0En11y Expansion \Clculations\W I8 Colleclor.r3d1 Company : SWIM Inc. SW Designee : MB, Inc, Job Number : 76281.30 Envelop, Member Deflections. (continued! Swim Moot. Lend Swim ■•TI.n** Lc yTIre1.0 k Oland.% Le a -Role* le 1n) Lh Raw lc In) Liz Row Lc - ' (ra -1nl lr1 !nl sa,) _ 1 Imp 1 ' •OIB 11 T .2.150 1 5l 0 T i 1 0 x""1 1 207 833 1 5 1 NC u - •• .• • Mwbr n label Sedum Envelope Member AISC LRFD 2nd Code Cheeks Label Cud CIA Luc Slum C1. Luc Cu IMO E9n On At 1111 lc 1 MI .625 1 14.415 1 5. 1. 219 1 0 1 y, 5 1 . moo .1 EnveloQe Member AISC LRFD 2nd Code Details Wc 14101 pN' pr•RII pMMny.y p.•Mn CD Lc P) 14 P!0 1k•11) [ 1.1 5 894 375 1 1138 5 I 177 525 677 25 1 1 1 1315A•3(.1 1315A•3(.1 Version 4 5b 11 \fbgnh0rdry E.pananlGlculabontlW 18 Colleclor.r3d1 Page 4 w .is.4. WI 6MN Collector 1 •r . Mil L< Smut. * lc Neer 1.1 lc Tone. m P 14 1 End l0ca. Ina %1 14.18 3503 37.4 Page 2 June 4, 2003 2:42 PM Checked By: Mry 7^ _ Lc an y Le Marro 2.1 Lc _ P � -" _P Meua5e : SWMB, Inc. Designer SWMB Inc. Job Number : 71281.20 Global Sections fusion Son Daubs.. M.trW Area $ 4 4W1 Stitt) 111 11•1 JMTnna) TIC Label 30 . LAO 1np1 (nMJ 1e!'_ 1^M) 0 r'7 1 6ECI 1 W18%86 I TN _25.3 1 1.2 1 1 T 175 1 1530 r 4.1 1 _ Materials (General) 4MU MW ( Yeun:a Morbid Stow Modulus h n Peewee en Cwt. Wean ()dory Wed now 1 sT�--1 20000 r 1 16.1 .4 r 1 '!P«.65- FJ I �. ! 49 " - 7 - 1 0 - - X Candies* Y Goodin.* 0I �n1 f 0 0 Jam la b N Boundary Conditions Jowl load x TrenWam Y Trwol.am 2 Tr.nWYon Ramon MY%Wan M2 Rolm* 1Mn Sun) 1k• R•!Inad) Ji2yad1 _.. __. � P:M! . 1 R uction section I peaction Reaction r ` • eectbn 1 fleactbr lr_ ___l._ Member Data x.1.. SNP* l kle W W IP". EN Ad..* EM Onsets 'maw Mariwr Lobel IJOwl JJirll KJawl 11o1.e S.clpn 6N ►lon 1 -Ens J•End FEna J•End Code lengn _ )4fl!e! 4 _. 5N _ 1044 .7 8 7 2 .._ ±N! l ^l .. _ ^) ... __ (nl .- -- 1 __ 1 .__ [ _. - 2 -- T _ - '1 t SEC1 T lVT I - f ? t I l 974 '; RISA•30 Version 4.56 (I:%F6gh6Enby ExpualonlCslCWationt\W 18 Cdlactoct3d( Company : SWAB. Inc. Designer : SWMB, Inc. Job Number : 76251.20 Envelope Joint Displacements JnveloDe Member Deflections ;•Lrnael Lew 84010, .•Tow *1. 14 211:4 t*6 1 1 ^1 WI5ka Collector W Collector 2 Careened Careened di d 9 0 u T. 1• wss Lc Joni Temperature 10 RISA•30 Version 4.51, 11 (Ikgh6Eney Eapantwn %Clculatlons%WI8 Collecot.t34 a•Ro** radwro June 4,2003 2:42 PM Checked By: Detach Man 17 *Pr• No H 0"L"No Page 1 June 4, 2003 2:42 PM Cheeky' By: Load Combinations IcontlnuadJ un Hearin _6n_' 5 PPQ. 5R S Qo __KV_ MOB! �lC F eIC _ rag., ._814 i .eet 1 N 3 1 UDC 12.18 LY�1 L L I 01 Y r i EL �3.? L - ..., ... 1 110113 110113 1 • • • . Jan label xFan g w o4 YFa 2 Fa xMo.. YMo mN ner4 2Me ! 1LISM1l i 2 .31 0_000 O 0.000 � 1���7AC�5::�•* � ran � 714 E7 . , �,,•• f1 , 'r • Ell ������ O.iT O 1ra n t1Y 1X "yil Z� coon a ua: lemma m KM11 CL•1/11•!�' "L•'1■MI ml WI:1 ! Si lII :t larlti'lb:r :raMI Jowl Label x TewaYewaisis Y Venial. Venial. 6 2 116n0 5 tame Y Mold. 1 Ruts* _1 ^J _l _t jag Ls (.9 c (meson) ✓ `se an) lc (rate*) Lc w) , Lc I 'lm. 0.000 2 0.000 3 0 000 1 1 0 1 0 11 1.7 0394.31 3 G.iL1IMIN'1.11111P1 �1•i i1• •11 11010E ')1 1•t1[•3tft 111 4 Lc (n) Lp Ratio lc (n) W 11480 Lc Page 3 Company : SWMB, Inc. Designer : SWMB, Ina, Job Number : 78281.20 Basic Load Case Data BLC No Bast Load Caw C19 bud Downp •L Distributed Load Patterns Pawn Labe MMeow UNFORM X N I M Cl.Ony a t$..d o.3 SWt M p.6n .Qwd. Erd M.. 81 F7 (Vn. FI (11 •1 l� •1 W180.8 Collector load Tsp. Tole. 0nkay P.6wn Med J!1. _ Poi* _ Del Pxl /w. Sul i 3 n bubo, 1081 0 0 June 4,2003 2.42 PM Checked By: 4m _ Erd 1.444e an 0 0 0 11 9 x14 r 1- . • • Mw bel 0..0 nb.r Lo60, Slut Mp1d ae End Magnetos d o. 51.11 location EI ln4aan - ` - -• __£ F1� _� _ l�n4Fl- _In •__ "'MI •.168 •160 0 1419 .. M( Y l6 �.t6 14 4 _sT 611 1' X 103 •.103 35 03 37.4 Member Direct Distributed Loads. Cateaory : LL. BLC 2 : Live r label 0.4 Men .0, Stan M.9nad. End Mp.A1 e. 51.11 swarm (811. F) Mn. 1) 015,10 1.1 Y 1 ..062 • 062 0 1. Y [ •. 056 •.056 4 t9 MI Y •.017 ..015 a 35. 3 Joint Loads/Enforced Displacements. Category : EL. BLC 3: EO Jodi Label 11.1 .811(448.81 sd wormed. oa, ormed. _ _.. 101epe4nrgl, _ lk, k: In. red, le4t249. 1 .. 2 I Load Combinations w Nun Dcnpbon € WS Pp 5855 CD BLC /IMO BLC Saco Inc FKr BLC FacFula, C. .[ ... use_ 12.17 _I r ..._LC1. 1 -� O1 _ 42 Nov r I RISA•3D Version 4 5b (1.%Fa9h0En11y Expansion \Clculations\W I8 Colleclor.r3d1 Company : SWIM Inc. SW Designee : MB, Inc, Job Number : 76281.30 Envelop, Member Deflections. (continued! Swim Moot. Lend Swim ■•TI.n** Lc yTIre1.0 k Oland.% Le a -Role* le 1n) Lh Raw lc In) Liz Row Lc - ' (ra -1nl lr1 !nl sa,) _ 1 Imp 1 ' •OIB 11 T .2.150 1 5l 0 T i 1 0 x""1 1 207 833 1 5 1 NC u - •• .• • Mwbr n label Sedum Envelope Member AISC LRFD 2nd Code Cheeks Label Cud CIA Luc Slum C1. Luc Cu IMO E9n On At 1111 lc 1 MI .625 1 14.415 1 5. 1. 219 1 0 1 y, 5 1 . moo .1 EnveloQe Member AISC LRFD 2nd Code Details Wc 14101 pN' pr•RII pMMny.y p.•Mn CD Lc P) 14 P!0 1k•11) [ 1.1 5 894 375 1 1138 5 I 177 525 677 25 1 1 1 1315A•3(.1 1315A•3(.1 Version 4 5b 11 \fbgnh0rdry E.pananlGlculabontlW 18 Colleclor.r3d1 Page 4 w .is.4. WI 6MN Collector 1 •r . Mil L< Smut. * lc Neer 1.1 lc Tone. m P 14 1 End l0ca. Ina %1 14.18 3503 37.4 Page 2 June 4, 2003 2:42 PM Checked By: Mry 7^ _ Lc an y Le Marro 2.1 Lc _ P � -" _P Meua5e 111 Floor • Type: Roof -new Beam Number = 7 Span information (ft): I -End (52.17,0.00) J -End (79.53, -47 W4 W5 W1 RAM Steel v7.2 Magnusson Klemencic Associates DataBase: Flight Entry-2 Building Code: UBC2 Load Dist ft P1 18.14 P • 36.27 P3 49.21 W3 P1 DL kips 8.838 7.426 3.572 W4 Load Diagram ,D6sIc^J Gov sr LoPo i1)6- 5rA vs) soxell W5 -P2 LL+ kips 5.793 5.333 2.301 LL- kips - 0.250 - 0.815 0.000 ft k/ft k/ft k/ft k/ft W1 0.00 0.204 0.080 0.000 0.284 W2 3.01 0.225 0.096 0.000 0.321 W3 18.14 0.225 0.096 0.000 0.321 0.204 0.080 0.000 0.284 21.15 0.225 0.096 0.000 0.321 36.27 0.225 0.096 0.000 0.321 0.204 0.080 0.000 0.284 W6 45.43 0.268 0.128 0.000 0.396 W7 49.21 0.189 0.068 0.000 0.257 0.142 0.033 0.000 0,174 W8 53.53 0.262 0.124 0.000 0.386 n nnn n 406 n 0 n _ 04/11/03 07:39:15 A j O 2 D. a Z = z)- W 2 o U O � 1- . W W W6 JAF W8W9 7 P3 WCZn oI" Max Tot kips 14.632 12.758 5.872 z rfq Lords: 8LC 3. EO 4� Solution: Envelop* SWMB, Inc. SWMB, Inc. 76281.20 W30x99 Collector •21.2k June 4, 2003 3:06 PM W30 Collector.r3d 4 0® 46.64 1 31. 38 0 1 0 0 0 •1Ba 423- 423- r IMEni Ei - min min -4664 13 515 3 0 EIMIIIIEnil 1 0 X1•0 Ml V 1 'MI -_iJi___y- V 1 201 26e lei 31•tfa� »iSwans. 4064 f 3 0 0100 OODQ�E 1 MICIIIIIIIIIEniaaaall ..142 uIIIILII 1 1( 0 10 3 3 1 0 DO 1 0 0 •388 169 WS i 1431 j___13 0 3 .... . N C 5 "Mt ;Oil 1 2 ; •1069 1 0 1 m,n •4861 - T - ^ 0 0 1111°C N C 0 0 0 E. 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Civil Engineers additional structural caluclations Reid iddleton June 26, 2003 File No. 26 -03- 005 - 011 -02 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Museum of Flight Expansion (D03 -142) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Please note that the geotechnical design criteria for this project have been revised. Shannon and Wilson, Inc., dated June 26, 2003 (enclosed) contain the revised criteria in the Memorandum. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. f Philip :'•azil P.E., S.E. Senior Engineer vls \planrevw \tukwila \03 \tOl lr2.doc \prb cc: Jeanne Iannucci, NBBJ Andy Fry, Magnusson Klemencic Associates RECEIVE ILA CITY OF TuIC JIIN ? . 2003 PERMIT CENTER Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 June 9, 2003 Ms. Jeanne (annucci NBBJ Design 83 King Street Seattle, Washington 98104 Subject: Museum of Flight Expansion Lobby Addition Tukwila, Washington Re: Responses to Structural Review Comments Dear Ms. (annucci Comment MKA Response 1. The following list of comments should be No response required. responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. The General Notes reference a geotechnical report by Shannon & Wilson, dated November 2001. A copy of this report should be submitted for our review since we do not have a copy of reports submitted on previous permits on the site. 3. The concrete strength for new footings should be specified on the drawings. It appears that 4,000 -psi concrete was used for design. MAGNUSSON KLEMENCIC ASSOCIATES Magnusson Klemencic Associates (MKA) has received the plan review comments from Reid Middleton Incorporated for the Museum of Flight Lobby Addition. The comments are listed below, with our response accompanying each comment. Revisions to the Structural Drawings are clouded and marked with the designation ASI #101. This number was chosen to indicate a continuation of the work on the expansion of the Museum of Flight; this is the first revision to the Structural Drawings for the Lobby Addition in spite of the number. Please contact us if you have any questions. A copy of the geotechnical report is attached. The new footings have been designed based on a 4,000 -psi concrete strength. This revision has been made to Structural Drawing S002. ■ • r,�rr it is - ,1 �r %i Cngineer. 1301 Filth Avenue:, ski 10 :3200 S•xiule, •ti4t,h•n,1!cn 98101 2.699 1 206 292 !70( F 206 792 1201 ,vwv: 'ii ci C OM t Ms. Jeanne (annucci June 9, 2003 Page 2 Comment 4. Clarify that 1 -inch diameter anchor bolts are to be used at the Grid B common column to support the other end of the braced frame shown in 5/S301, similar to that shown in Detail 9/S301. 5. Footing Type F1 is required to have a top mat of reinforcing steel at the braced frame locations due to the uplift condition stressing the footings in tension on the top side. Refer to the Footing Schedule on Sheet S401 and UBC Sections 1915.2.1 cnd 1915.4.1. 6. The tie spacing required in the concrete columns shown in Sections 12 and 13/S401 should not exceed d/2 per UBC Section 1921.7.2.1. The spacing should be reduced to 9" maximum in these details. 7. The braced frame connections shown in Details 19 and 20/S301 do not meet the 1..0 minimum I /d ratio for the brace to the gusset plate weld. Refer to UBC Section 2206 and AISC Section B3. 8. Clarify where drag strut design calculations are in the submitted package and provide revised details, as required, for the beam -to- column connections shown in Details 3 and 4/S602. The entire longitudinal seismic forces are routed through these connections. Refer to UBC Section 1633.2.6. MKA Response One - inch - diameter anchor bolts are not required at the base of the column located at the intersection of Grids B and N 1. On Calculation Page 68, the net tension on anchor bolts is shown as 9 kips, with reference made to Braced Frame #1. Calculation Page 56 shows that four 7/8- inch - diameter A307 bolts can develop 76 kips of tension, which exceeds the required 9 kips. The bolts are embedded 2' -0" into the concrete for development as indicated in Detail 18/S411 by the "sim" mark shown in Detail 5/S301. There are three Type F 1 footings that support columns with uplift loading. We have added top bars to these three footings. This revision has been made to Structural Drawings S201 and 5401. The calculation of the required top reinforcing is attached as Page 101. This revision has been made to Structural Drawing S401. The weld length has been increased to exceed the outside diameter dimension of the 6 -inch pipe. This revision has been made to Structural Drawing S301. See the attached Structural Calculation Pages 101 to 108 for the design of collector beams and their connections. Details 8/S602 and 9/S602 have been revised to show the required bolts. MAGNUSSON KLEMENCIC ASSOCIATES Ms. Jeanne Iannucci June 9, 2003 Page 3 Please contact us if you have any questions or comments regarding these responses. Sincerely, Magnusson Klemencic Associates, Inc. ffr J. Andrew Fry afry@mka.com JAF /dah Attachments 1: \ Flight \corresp \Iannucci I. obbyStrucRevResp_000903_4r.doc • MAGNUSSON KLEMENCIC ASSOCIATES JUN -26 -2003 THU 09:23 AM SHANNON AND WILSON INC FAX NO, 206 633 6777 P. 02 SHANNON iWILSON INC. - - GEOTECHNICAL AND ENVIRONMENTAL CON MEMORANDUM TO: Julie Lawton, The Seneca Group FROM: Carole Mitchell (`,lMi t DATE: June 26, 2003 RE: GEOTECHNICAL RECOMMENDATIONS FOR THE MUSEUM OF FLIGHT LOBBY ADDITION, TUK'VVILA, WASHINGTON This memorandum provides our conclusions and recommendations for the Museum of Flight (MOF) lobby addition. We understand that the new lobby will be founded on spread footings bearing about 10 feet or so below the existing ground surface, or at approximately the same elevation as the adjacent pile caps for the wooden piles supporting the existing structure. We recommend an allowable footing bearing pressure of 1,500 pounds per square foot (psf) and that the footings be a minimum of 2 feet wide. We also recommend that the footing subgrades be prepared in accordance with the retaining wall footing subgrade preparation recommendations contained in Section 7.10.1 of our November 2001 MOF Expansion geotechnical report. The lobby footings will be at or very close to the groundwater table and may require special care and groundwater control during excavation and subgrade preparation. Section 7.10.2 of our November 2001 geotechnical report contains recommendations for working at or near the groundwater table. In regard to potential liquefaction- induced footing settlement, we estimate that the footings may settle 6 to 12 inches following a design level earthquake (estimated to be a peak ground acceleration of 0.33g for a 475 -year recurrence interval). If there is a design level earthquake, it is likely that both the new lobby footings and the existing wood piles would settle. The piles and the footings may not settle the same amount, but it would be conservative to assume that their differential settlement would be 6 to 12 inches. We look forward to working with you on the lobby addition construction. CLBM:TMG /clbm Faxed copy: Reid Middleton 21.1.O')ne7.gt 2.14 l. doclwpket n0U NORTH 34TH :it'IlL•ET • SUITE 100 P.O. BOX 30030 3 SEATTLE, WASIIINGTON 9810 :a P..00.632•8020 FAX 200.f,95•u777 T DD: I.800.833.0381J 21 -1 -09383 -012 SEAM F Iilt`111.AN0 rAIMANp ANC11VIAGC pLNYLtI :,MNI L17UIC. MINION Reid iddleton June 2, 2003 File No. 26- 03- 005 - 011 -01 Mr. Bob Beredicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Museum of Flight Expansion (D03 -142) Dear Mr. Benedicto: RECEIVED COMMUNITY DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. Copies of this letter were forwarded to the project architect and structural engineer for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. The General Notes references a geotechnical report by Shannon & Wilson, dated November 2001. A copy of this report should be submitted for our review since we do not have a copy of reports submitted on previous permits on the site. 3. The concrete strength for new footings should be specified on the drawings. It appears that 4,000 psi concrete was used for design. 4. Clarify that 1 -inch diameter anchor bolts are to be used at the Grid B common column to support the other end of the braced frame shown in 5/S301, similar to that shown in Detail 9/S301. 5. Footing Type Fl is required to have a top mat of reinforcing steel at the braced frame locations due to the uplift condition stressing the footings in tension on the top side. Refer to the Footing Schedule on Sheet S401 and UBC Sections 1915.2.1 and 1915.4.1. Washington Oregon Alaska Engineer! Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 I Mr. Bob Bendicto City of Tukwila June 2, 2003 File No. 26 -03- 005- 011 -01 Page 2 6. The tie spacing required in the concrete columns shown in Sections 12 and 13/S4.01 should not exceed d/2 per UBC Section 1921.7.2.1. The spacing should be reduced to 9" maximum in these details. 7. The braced frame connections shown in Details 19 and 20/S301 do not meet the 1.0 minimum l /d ratio for the brace to the gusset plate weld. Refer to UBC Section 2206 and AISC Section B3. S. Clarify where drag strut design calculations are in the submitted package and provide revised details, as required, for the beam -to- column connections shown in Details 3 and 4/S602. The entire longitudinal seismic forces are routed through these connections. Refer to UBC Section 1633.2.6. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. K 4lie K. Yamatsuka, P.E. . Andy Stember, P.E. Project Manager Senior Plan Reviewer Engineer vl s\26se \planrevw \tukwila \03 \t011 r1.doc\kky cc: Jeanne Iannucci, NBBJ Andy Fry, Magnusson Klemencic Associates Reid iddleton May 14, 2003 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 City of Tukwila Department of Community Development RE: Structural Review Museum of Flight — D03 -142 Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D03 -142 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f.e ...:A 1. J1'. u.. 41:. i- W' i. i' ryi. i. M,.:. >ulgi::s.:.L++.`c.:u.... ::✓an 4�L.v:.L.wU' »'.111ZtGi+:s nbbj DATE 5/5/03 TO Julie Lawton COMPANY The Seneca Group 1201 Third Avenue Suite 2350 Seattle WA 98101 FROM Jeanne Iannucci Julie: PHONE 206 -223 -5081 EMAIL jiannucci @nbbj.com PROJECT NUMBER 24944.00 PROJECT NAME Museum of Flight Expansion — Lobby Addition ITEMS TRANSMITTED ❑ ENCLOSED ❑ UNDER SEPARATE COVER ACTION TO BE TAKEN ❑ PER YOUR REQUEST ❑ FOR YOUR INFORMATION AND RECORD ❑ FOR YOUR REVIEW AND COMMENTS ❑ FOR YOUR APPROVAL ❑ FOR YOUR CONSIDERATION ❑ OTHER SENT VIA ❑ FEDERAL EXPRESS ❑ UPS ❑ AIRBORNE EXPRESS ❑ US MAIL ❑ MESSENGER ❑ COPY TO 111 SOUTH JACKSON STREET SEATTLE WA 98104 • TRANSMITTAL FAX 206 - 223 -5018 REMARKS: Here are 5 sets of the Lobby structural calcs that you will need for your permit submission. 1/01 ACTIVITY NUMBER: D03 -142 DATE: 05 -12 -03 PROJECT NAME: MUSEUM OF FLIGHT - LOBBY SITE ADDRESS: 9404 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # ___ Response to Correction Letter # Revision # After Permit Is Issued DEPARTME TS: 4 , � r c' Buil ing 'vision Publ,Wpr:k_s l ��tIM PivC DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LITTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route [ Structural Review Required [( No further Review Required ❑ REVIEWER'S INMALS: _ DATE: APPROVALS OR CORRECTIONS: Documents /routing slip,doc 2-28-02 PLAN REVIEW /ROUTING SLIP 610 : t- 6-12-o3 Fire Prevention Structural Permit Coordinator 1T a Plann Division nn 6 ` DUE DATE: 05 -13 -03 Not Applicable ❑ DUE DATE: 06 -10-03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ...a• ..v. »¢G= i.tY.��1;�3.:::. :G.. i::..:ito .zi0.:.;�.u uc3n w. Aiei+ �,:,:: J ef.. z:: i (.:+ 4:1) ..a,....ii�.J�.<iii.FS".tdkh� LICENSE DETAIL INFORMATION Form Page 1 of 2 Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License SELLEC'372N0 Name SELLEN CONSTR CO INC Address PO BOX 9970 Address City SEATTLE State WA Zip 98109 Phone Number 2066827770 Effective Date 8/20/1963 Expiration Date 6/1/2005 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 578006698 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER, check the Lei Contractor Ind astr al Insurance Premium Status or return to the L& I_ Construction Compliance. Ho Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= SELLEC *372N0 07/18/2003 gt. , a THE MUSEUM �e vi 1 ir THE MUSEUM OF FLIGHT EXPANSION SEATTLE, WASHINGTON LOBBY ADDITION - CONSTRUCTION DOCUMENTS ISSUE FOR PERMIT - APRIL 25, 2003 • DRAWING INDEX: COVER SHEET INDEX A -01 ABBREVIATIONS, SYMBOLS AND NOTES LS -21 UFE SAfE1Y PLAN CML C101 C201 C211 C221 C231 C241 C261 C301 C302 C303 NOTES, LEGEND, A8BREIMIIONS AND DRAWING LIST TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SITE DEMOLITION PLAN SITE AND PAVING PLAN GRADING PLAN STORM DRAIN PLAN UTILITY PLAN SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS LANDSCAPE: L100 LOBBY EXPANSION PLANTING PLAN L200 LOBBY EXPANSION IRRIGATION PLAN ARCHITECTURAL. A -10 SITE PLAN A -21 FLOOR PLAN FIRST FLOOR A -22 A -24 A -25 A -30 A -40 A -50 A -51 A -52 A -53 A -60 A -80 A -81 A -82 A -83 A -91 FLOOR PLAN MEZZANINE ROOF PLAN ENLARGED PLANS EXTERIOR ELEVATIONS BUILDING SECTIONS & INTERIOR ELEVATIONS WALL SECTIONS WALL SECTIONS AND DETAILS WALL SECTIONS WALL SECTIONS REFLECTED CEIUNG PLAN FIRST FLOOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS DETAILS INTERIOR DETAILS STRUCTURAL: S001 ABBREVIATIONS, LEGENDS AND DRAWING UST 5002 GENERAL NOTES S101 S201 S301 S401 S411 S412 S413 5501 S601 S602 MECHANICAL M -0 INDEX, ABBREVIATIONS, LEGEND & DESIGN CRITERIA M -1 D HVAC DEMO PLAN FIRST FLOOR 1A-1 HVAC PLAN FIRST FLOOR M -2 HVAC PLAN MEZZANINE M -3 ENLARGED PLANS, HVAC SECTIONS, DETAILS, & SCHEDULES ELECTRICAL LUU I E100 E400 E400a E500 E800 E801 LOAD MAPS FOUNDATION, LEVEL 1, MEZZANINE, ROOF PLANS BRACED FRAME ELEVATIONS & DETAILS TYPICAL CONCRETE DETAILS TYPICAL STEEL DETAILS TYPICAL STEEL DETAILS TYPICAL ROOF AND STEEL DECK CONCRETE SECTIONS AND DETAILS STEEL SECTIONS AND DETAILS STEEL SECTIONS AND DETAILS rte. r�nrr../... . nnn. -. w.trn..n ...n .+,w .nn. n LEGEND rn . nnr..r LLO. I RiCAL ABORLYIMI IUIr3 AND . 1 ■MDVLS LEGEND LUCID 1 EXISTING BUILDING ONE —UNE RISER DIAGRAMS AND CALCULATIONS LOBBY PARTIAL FIRST FLOOR AND MEZZANINE UGHTING PLAN LOBBY PARTIAL FIRST FLOOR AND MEZZANINE LIGHTING PHOTOMETRICS PARTIAL FIRST FLOOR AND MEZZANINE POWER PLAN LOBBY PANEL SCHEDULES LOBBY LUMINAIRE SCHEDULE AND UGHTING SUMMARY LOBBY r! have hecn reviewed by the Puhlic `N. Department for conformance with cttrrevit ( it- cl:md Acceptance is subject to ermrs And orm which do not tiv thnfin vinlatimtt of adopted ctanriards or ordinate: IL TM leillinninsinty for the adequacy of the desip Mtn totely With the 1e igncr. Addition% Melon or tensions Ie thin d r ile ; no after chit dos IA geld this Kamm and %ill requite I ienteleittli e( verford ember :or s apprp,g Final nal acceptance is subject tie field Impales I !hie Puhlic Works utilities inverter. iliac: LA. ALr'4 C *WOO 0t01i. UMW *4041. REVIEWED This plant was reviewed far general conformance wish the foaming #► Structural Provision of the Uniform Hy rik log Co Co 0 Non- structural Provision at she Uniforms sanding cots Q Washington State Barrier -Fret Regulation (Clttpser 31 -30 WK) 0 Washington Stale Eacz y Code (Chapter S1-11 WIC) The pima whom .t rtepoeslN fa nehrwo, e.s all spplisable meek medium of 4'PemL lea woe regotreem is Brews lo M reqo remegr aid wiorpeemiou M In poorry massifs TM resew does o.. foliose toe Ardnea d Eagieer o< &were of Ill re y tog a wmIwe rwgr n aegrrdeew .ailb .b Ism of 1v ei� • 1� 3 Q B �� i ` f.Nb■L• 6. L�ii. d► C 1N harlaslietion Mt:.,':. u: alLlit,;. ,Inwi,;�r :,ri :ur/Nf.ell :erJlil: iii:. viJ. VJ.. VI. RfiNIoAIW .Wl�tlwllKti�irlili/�tJlg�l SEPARATE PERMIT REQUIRED FOR: 8 rrELECTRICAL «PLUMBING ''GAS PIPING CITY OF TUKWfILA BUILDING DIVISION �a3-14Z 2Y13 '1 28 nbbl CM GP AMNIA N Av i • 1 2007 MINT Abbreviations A Al See Phasing Diagram A2 See Phasing Diagram AB Anchor Bolt AC Acoustic /Alternating Current AD Area Drain ACT Acoustic Ceiling Tile ADD Addendum ADM Additional ADON Addition ADJ Adjustable /Adjacent AFT Above Finished Floor AGGR Aggregate MB Air Infiltration Barrier ALUM Aluminum ALT Alternate /Alteration AMP Amperes ANCH Anchor ANOD Anodized (Anodic Coating) AOA Aircraft Operations Area AP Access Panel APROX Approximate(ly) ARCH Architectural ASST Assistant AST Astragal ASSY Assembly AUTO Automatic AUX Auxiliary A/V Audio Visual AVE Avenue AVG Average AWP Acoustic Wall Panel B BAL BC BD BITUM BL BLDG BLKG BM BOT BO BRG BRID BRKT BS BSMT BTU BTW Balance Bottom of Curb Board Bituminous Building Line Building Block(ing) Boulevard Beam Bottom Bottom of Bearing Bridge /Bridging Bracket Both Sides /Back Set Basement British Thermal Unit Between BW Bottom of Wall C CA Compressed Air CAB Cabinet CAP Capacity CPT Carpet CB Catch Basin /Chalkboard CCTV Closed Circuit TV CD Ceiling Diffuser /Cup Dispenser CEM PL Cement Plaster CER Ceramic CF Cold Formed CFH Cubic Feet /Hour CFM Cubic Feet /Minute CFS Cubic Feet /Second CG Corner Guard /Center of Gravity CH Coat Hook CHAN Channel CRAM Chamfer CHEM/ Chomicel /Chernistry CI Cast Iron /Curb Inlet CIP Cast —in —Place (concrete) CJ Construction /Control Joint CK Change Key CL Centerline CLR Clearance CLG Ceiling CIKG Calking CLOS Closet CLR Clear CIS Closer CMS Countersunk Machine Screw PMT Ceramic Mosaic Tile CMU Concrete Masonry Units CO Clean out CO2 Carbon Dioxide CO2FE Carbon Dioxide Fire Extinguisher COL Column COMB Combination /Combustible COMM Communication COMP Compress(ed)(ion)/ Compact(or)(ed)(ion)/ Composite(ion)/ Compensation CMPT Computer CONC Concrete COND Conduit, Condition CONF Conference CONN Connect(ion) CONST Construction CONT Continue /Continuous CONTR Contractor CONY Convector COORD Coordinate CORR Corridor CR Cold Rolled /Chemical Resistive CS Changing Station CSK Countersink /Countersunk CSP Combination Stand Pipe CSV Conductive Sheet Vinyl CT Ceramic Tile CTB Ceramic Tile Base CTG Coating CTR Center CU Cubic nbbi 111 South Admen silent Salts, 91104 00S) 2231565 Fs (IA 621-2300 C cont. CW/ Cw D D Deep d Penny (Nails) db Decibel DC Direct Current DBL Double DE Deionized Water DEG Degree(s) DEMO Demolish /Demolition DEPT Department DET Detail OF Drinking Fountain Douglas Fir DIA Diameter NAG Diagonal DICA Drilled —in Concrete Anchor RIFF Diffuser DIM Dimension(s) DIR Director(s) DISC Disconnect DISP Dispenser DIV Division /Divider DL Dead Load DN Down DO Ditto OPS Door Partition Switch DR Door /Drain DS Downspout DSP Dry Standpipe DT Drain Tile DW DWG DWL OMR E F F F TO F FA FAB Curtain Wall Curtain Wall System Cold Water Cubic Yard Distilled Water Drawing(s) Dowel Drawer EA Each EB Expansion Bolt EG End Guard EJ Expansion Joint EL Elevation (Grade) ELEC Electric(ol) ELEV Elevator /Elevation ELIM Eliminate EMER Emergency EMP Emergency Power ENAM Enameled) ENCL Enclosed ENGR Engineer ENTR Entrance £0 Edge Of EP Explosion Proof EPDX Epoxy Flooring EPDX PNT Epoxy Paint EQ Equal EQJ Earthquake Joint EQUIP Equipment ES Emergency Shower EST Estimate(d) ETC Et Cetera ETR Existing to Remain EW Eye Wash (WC Electric Water Cooler EX Existing EXAM Examination /Examining EXC Excavated /Excavation/ Excavate EXH Exhaust EXIST Existing EXP Exposed, Expansion EXT Exterior EXTD Extruded Fahrenheit Face to Face Fire Alarm Fabricate /Fabricator/ Fabric FAC Facility FAX Facsimilie FR Flat Bar FBD Fiberboard FCU Fan Coil Unit FD Floor Drain FDC Fire Department Connection FDN Foundation FDPR Fire Damper FDS Floor Divider Strip FDV Fire Department Valve FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF Factory Finish /For Face FFaeE Furnishings & Equipment Budget FH Fire Hydrant/Fume Hood/ Flush Head /Flat Head FHC Fire Hose Cabinet FHEC Fire Hose and Extinguisher Cabinet FHMC Flat Head Machine Screw FHR Fire Hose Rock FHS Flat Head Screw FHWS Flat Head Wood Screw FI Film Illuminator AC Furnished and Installed by Contractor FIN Finish(ed) FIO Furnished and Installed by Others FL Floor Line /Floor FLASH Flashing FLEX Flexible FLG Flange FIR Flooring) FLUOR Fluorescent FM From no Funnel Drain Ilegriuseee IQsrle ASIMC11Mre d + CM Engines!' 1301 seer Avenue, Bulle 3200 , WA 90101 Landscape Archilsolute 2329 Ent Madison a fl11elle, WA 91112 F cont. per Spec FOIL FP FPM FPS FR FRAM(G) FREQ FRTW FS FT FTG FURR FUT FWC IMP FXD G TYPICAL GLAZING ABBREVIATIONS PG GL 1St TG IG LG GA GAL GALV GB GC GEN GKT GFRC GL CLAM GLP GND GOVT GPH GPL GPM GPS GRP Gs GSF GT GWB GYP H HB HC HCW HD HDBD HDR HE HEW HEX HGT HM HMU uA0` HOSP HP HPL HR HS HSKG HT HTG HTR HUR H &V HVAC HW HWD HWY HYD ID ie IE IG IN IMP INCAND INC INCL IND INFO INL INSTL INSUL INT INTER INV PP IP ISOL IV IVT Face of... Furnished by Owner/ Installed by Contractor Fireproofing) /Full Penetration Feet Per Minute Feet Per Second Frame Framing Frequency Fire Retardant Treated Wood Full Size /Floor Sink Foot /Feet Footing Furring Future: Work to be Performed Later Fabric Wall Covering Flat Wall Paint Fixed Plate Glass Glass Wire Glass Tempered Glass Insulating Glass Laminated Glass Gouge /Gage Gallon Galvanized Grab Bar General Contractor General /Generator Galvanized Iron Gasket(ed) Gloss Fiber Reinforced Concrete Gloss /Glazing /Glazed Glue Laminated Gypsum Lath and Plaster Ground Government Gallons Per Hour Gypsum Plaster Gallons Per Minute Gallons Per Second Glass Fiber Reinforced Plaster Galvanized Steel Gross Square Feet Glazed Tile Gypsum Wallboard Gypsum Inside Diameter /Inside Dimension that is Invert Elevation Insulating Glass Insulated Metal Panel Inch Incandescent Included Include(ing) Industrial Information Inlet Installation /Install Insulate(d)(ing) Interior Intersection, Intermediate Invert Interior Paint Isolation Power Panel Isolation Intravenous IV Track TAo arsoh Amami oling 1900 West M Sleet, Sul" 201 s. ,WA90119 Hose Bib Hose Cabinet /Handicap Hollow Core Wood /Hot and Cold Water Hand Dryer Hardboard Header Horizontal Exit Hondshield Eyewash Hexagon Height Hollow Metal Half and Half Masonry Units Hospital Horsepower /High Pressure /High Point High Pressure Laminate Hour Hook Strip /High Strength Housekeeping Height Heating Heater Handicapped Urinal Heating and Ventilating Heating /Ventilation /Air Conditioning Hot Water /Hardware Hardwood Highway Hydrant J JAN J—BOX JST JNT L LAB LAV LB(S) LBL LBR IF LG LH LHR UM LIN LKR LL LLBB LLV L&P LP LT LTG LTWT LV LVR M 0 Janitor Junction Box Joist Joint K KCIA King County International Airport KO Kiln Dried /Knocked Down KIP 1,000 Pounds KO Knock Out KP Kick Plate KS Knee Space KSI Kips Per Square Inch KW Kilowatt(s) Laboratory Lavatory Log Bolt(s) /Pound(s) Label Lumber Lineal Foot /Linear Foot Laminated Glass Left Hand Left Hand Reverse Line Isolation Monitor Linear Locker Live Load Long Leg Back to Bock Long Leg Vertical Lath and Plater Low Point Light Lighting Lightweight Laboratory Vacuum Louver MACH Machine MAINT Maintenance MAS Masonry MAT Material MAX Maximum MB Machine Bolt MBH 1000 British Thermal Units /Hour MBR Member MC Medicine Cabinet/ Miscellaneous MCW Mineral Core Wood MECH Mechanical MED Medical /Medium MEMB Membrane MR Metal MEZZ Mezzanine MFB Mineral Fiber Board MFG Manufacturing MFR Manufacturer NCR Manager MGT Matte Glazed Tile MFP Metal Flush Pull MH Manhole MIC Microphone MIN Minimum /Minute MIR Mirror MIR —FH Mirror — Full Height MISC Miscellaneous MK Master Key or Master Keyed ML Metal Lath MLDG Moulding MLP Metal Lath and Plaster MO Masonry Opening MOO Modular/Modified/ Modification MON Monitor MP Movable Partition MPT —g Metal Paint Color # MR Mat Recess, Mop Rack MRGWB Moisture Resistant GWB MS Machine Screw M&S Mirror and Shelf MT Mount MTD Mounted MTG Mounting MIL Metal MH Mounting Height MTR Motor MUL Mullion N NEG Negative NIC Not in Contract NK No Key NO Number NOM Nominal NONCOM Noncombustible NPT National Pipe Thread NRC Noise Reduction Coefficient NS Non Slip /Nurse Station NTS Not to Scale 0/ Over OA Overall OBS Observation OC On Center/ Overhead Coiling 0CC Occupants, Occupancy OD Outside Diameter OEB Owner's Equipment Budget — See Instructions to Bidders OF Outside Face /Overflow OFD Overflow Drain 'THE MUSEUM OF 0 cont. OFF Office OH Overhead /Overhang/ Oval Head / Opposite Hand OHS Oval Head Screw OHMS Oval Head Machine Screw OHWS Oval Head Wood Screw OPER Operating OPH Opposite Hand OPG Opening OPP Opposite OS Occupancy Separation OZ Ounce P Public Address Paragraph /Parapet Passenger Partition(s) Panic Bolt /Push Button Plaster Baseboard Particleboard Pull Chain/ Personal Computer PCC Precast Concrete PCD Paper Cup Dispenser PCF Pounds /Cubic Feet pap Precast Concrete Panel pCW Personal Courage Wing pDN Power Driven Nail PDS Power Driven Stud PED Pedestal PERF Perforated(d) PERIM Perimeter PERP Perpendicular PFB Prefabricate(d) PG Plate Glass pGBD Pegboard PH Phase PHAR Pharmacy PL Planter /Plate P —LAM Plastic Laminate PLBG Plumbing PLF Pounds /Linear Foot PLWD Plywood PLST —f Hybridized Portland Cement PNEU Pneumatic PNL Panel PNT Painted) P0L Polish(ed) PORT Portable PP Push Plate PR Pair, Printer, Computer Printer PREFAB Prefabricate(d) PRELIM Preliminary PRESS Pressure PROJ - Project(ion) PROP Property PROT Protective PS Projection Screen PSF Pounds Per Square foot PSI Pounds Per Square Inch PT Point, Pressure Treat PT —j # P —TUBE Pneumatic Paint Color Tube Pm Painted, Paper Towel Dispenser PTD —W Paper Towel Dispenser Waste Receptacle PVC Polyvinyl Chloride PMT Pavement PveIt Power PA PAR PASS PIN PB PBB PRO PC Q R R Radius /Riser RAD Radiator /Radiation/ Radius RB Rubber Base RCP Reflected Ceiling Plan RCWY Raceway RD Roof Drain /Road REC Receiving RECEP Receptacle, Reception RECIRC Recirculation RECT Rectangular RECVD Received REF Reference /Refrigerator REFR Refrigerator REG Regulator /Reglet/ Register REINF Reinforce(d)(ing)(ment) Rats Rod and Shelf REQ Require(d)/Requirement RES Resilient/Resistant RET Return REV Reverse /Revised /Revision RF Radio Frequency RFG Roofing RG Rustication Groove RH Round Head/Right Hand RHMS Round Head Machine Screw RHR Right Hand Reverse RHS Round Head Screw RIM Round Head Wood Screw RM Room RND Round RO Rough Opening ROW Right of Way RPM Revolutions Per Minute RRL Rub Rail RTN Return R TLS Reveals RVS —O Resilient Flooring • R. Rainwater Leader QT WNUI ry Tile /WUUr t QTR Quarter WAN Quantity S STRUCTURAL STEEL DESIGNATIONS S C MC HP WT ST MT PL ST SAB SAN SB SBD SCD SCH SCHED SCN SCR S SOB SDPR SE SECT S SFC SGEN S —H SHF SHT SHTG SHR SHV SIM SJ SK SKL SLPG SLOG SLR SIA SINS SND SNT SNW SOG SP SPEC SPK SPC SPR SO SS SSS ST SST STC STD STF STL STM STN STOR STR STRUC SIS SUBFL SUP SUPP SURF SUSP s&V SV SWC SYM SYN SYS SIS S2S S45 T Tai TB TC TD TOW TEL TEMP (from Manual of Steel Construction 7th Addition) W Shape S Shape M Shape American Standard Channel Miscellaneous Channel HP Shape Angle Structural Tee cut from W shape Structural Tee cut from S shape Structural Tee Cut from M Shape Plate Structural Tubing Sound Attenuation Blankets Sanitary Splash Block /Spacer Bar Scrub Brush Dispenser Seat Cover Dispenser School Schedule Screen Shower Curtain Rod Solid Core Wood Smoke Damper Sound Deadening Board Soap Dispenser /Soap Dish Self Edge Section Setting Square Feet Special Floor Coating Semi —Gloss Enamel Sealer /Hardener Shelf /Shelving Sheet Sheathing Shower Sheet Vinyl Similar Steel Joist Sink Skylight Sloping Sliding Sealer Sheet Metal Sheet Metal Screws Sanitary Napkin Dispenser Sealant Sanitary Napkin Waster Slab on Grade Shear Plate /Smoke Partition Specification /Specified Speaker Special Sprinkler Square Stainless Steel, Service Sink Stainless Steel Shelf Street /Steam Stainless Steel Sound Transmission Class Standard Stiffener Steel Steam Stone Storage Stair, Straight Structural Self Tapping Screw Subfloor (ing) Supply Support Surface Suspend(ed) Stain and Varnish Sheet Vinyl Special Wall Coating Symmetrical Synthetic System Surfaced One Side Surfaced Two Sides Surfaced Four Sides T cont. TRANS TRK TS TV TW TYP U UBC UG UH UL UNF LINO UR UT UTIL UV V V VAP VAR VB VC VCT VD VEH VENT VERT VEST V/FEC VG 8 VIE VJ VP VT MVC VBSB w W/0 WAIN WB WC ND WCT WDW WPF 11YF WA( WPJ WPM MIR WRB WS WSP X Y YD Tread Top and Bottom Towel Bar /Tack Board Top of Curb /Top of Concrete Towel Dispenser Towel Dispenser and Waste Telephone Temperature /Tempered/ Temporary TER Terazzo TG Tempered Glass Tact Tongue & Groove THB Tempered Hardboard THERMO Thermostatic) THK Thickness) THRES Threshold THRU Through TO Top of TOC Top of Concrete TOIL Toilet TOL Tolerance TOP Topping TOS Top of Steel TOW Top of Wall TPD Toilet Paper Dispenser TPD— SCD Toilet Paper k Seat Cover Dispenser WD— SCD —SND Toilet Paper, Seat Cover Dispenser TPDAS Toilet Paper Dispenser & Shelf TPH Toilet Paper Holder TPTN Toilet Partition Symbols 4 Ii 4 0 � A Transformer Tread Track Top of Slab Television Tempered Water /Top of Wall Typical Uniform Building Code Unit Cooler/Under Counter Underground Unit Heater Underwriters Laboratories, Inc. Unfinished Unless Noted Otherwise Urinal UltraSonic Test Utility Unit Ventilator Volts Vapor Variable /Varnish/ Varies Vinyl Base /Vacuum Breaker /Vapor Barrier Vertical Blind Track Valve Cabinet Vinyl Composition Tile Volume Damper Vehicle Ventilation /Ventilate/ Ventilator Vertical Vestibule Valve /Fire Extinguisher Cabinet Vertical Grain Vibration Verify Field V— Jointed In Volume Veneer Plaster Vinyl Tile Vinyl Wall Covering Vac. Bottle Slide Bracket Watts White Board With Without Wainscot White Board /Wood Base Water Closet Washable Ceiling Tile Wood Window Wide Flange (Steel) Wire Glass /Wall Grill Water Line Work Point Work Waterproof /Weatherproof Weakened Plane Joint Waterproof Membrane Waste Receptacle /Water Repellent Wardrobe Wood Screws /Waterstop Weatherstrip /Wet Stand Pipe Welded Sheet Vinyl Weight /Watertight World War Welded Wire Fabric Welded Wire Mesh Wire Utility Shelf Wet Vacuum Wet Vacuum Outlet By Yard Drain Angle At Centerline Channel Per Perpendicular Plate, Property Line Round or Phase (Electrical) Diameter Square Square Feet And Delta Plus or Minus air Sanitary Napkin Disposal MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS • APRIL 25, 20IX3 Symbols Symbols , MATCH LINE Detail Na. Sheet No. Detail No. Sheet No. Detail No Sheet No. Detail No. Sheet No. 1 Detail No. 2 Sheet No. Sheet Rev. N • Symbols for Floor Plans Drawing Conventions LUNCH EKI Shower wd1 Hung Water Closet V wail Hung Urnd North Arrow Datum or Bench Mark Floor Elevation Match Line Column Grid Symbols Building Elevation Building Section Detail /Wall Section I Enlarged Detail J current change hown in cloud 0 Counter Mounted Lavatory Wall Hung Lovotory Door Designation Door Number Interior Elevation 1 Hour • - 2 Hour 3 Hour Section View Wall Finishes Section View Section View Wood /Plastic Revision Indicator Partition Type Rated Walls Room Designation Roam Name Room Number Not Used Concrete /Masonry Floor Finishes Section View Elevation View Wood framing Shim or Blocking Insulation Section View ......... Metal Section View I '- cnJl L_„_, Metd Flashing Sheet Metd Miscellaneous Section View C 7t I Concrete (new) Gypsum Wall Board Veneer Plaster on Base Board Ceramic Tile Thin Set Finished wood Plywood Rigid Insulation Batt or Blanket Insulation/ Spray on Thermal Insulation Spray on Fireproofing Steel (large stole) Metd (small scale) riuiluw Maws riwuc Metal Stud Acoustic Tile Rod & Sealant Glass Plan View General Notes 12 / 1 / 21.$° 1. IT IS Ttt CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING WORK TO REMAIN. ANY SUCH ITEM DAMAGED OR DESTROYED BY THE WORK OF THIS CONTRACT IS TO BE REPAIRED OR REPLACED TO ITS ORIGINAL CONDITION. 3. DIMENSIONS ARE FROM GRID LINE, FACE OF CONCRETE, FACT OF MASONRY, OR FACE OF FNISFED WALL ASSEMBLY UNLESS NOTED OTHERWISE. 4. SCHEDULES OF OPENINGS, LOUVERS, AND DOORS & FRAMES ARE LOCATED N SPECIFICATION SECTION 08710. 5. INSULATION IS SOMETIMES SHOWN N ENLARGED SECTIONS AND DETAILS FOR EXTRA CLARITY. PRINK INSULATION MERE CALLED OUT N OVERALL BUILDING SECTIONS, PLANS, SPECS AND /OR N THE PARTITION SCHEDULE, WHETHER OR NOT THE INSULATION IS SHOWN N THE ENLARGED DETAILS. 6. ALL LIGHT FIXTURES THAT ARE REMOVED FOR NEW CONSTRUCTION SHALL BE STORED FOR THE OWNER'S REUSE N AN ON -SITE LOCATION DETERMINED BY 1HE OWNER. 7. SEE CODE DESIGN CRITERM FOR ADDITIONAL NOTES. SUNS C. 111P 0111011111111 MINNS 0 S MUM ww>< lit UMW Elevation View Plan View Elevation view Elevation View Elevation View ofgera 1411° t 1111S 4 OA Code Desian Criteria Notes THE FOLLOWING CRITERIA ARE THE BASIS OF DESIGN AND SHALL BE MAINTAINED IN THE CONST•UC1tON. CONSTRUCTION TYPE ARELSEPIEEMS 5ASIC OCCUPANCY TYPES OCCUPANCY SEPARATIONS UNDERSTANDING WITH TUKWILA Mane EVACUATION PLAN *THE SPRINKLER SYSTEU SHALL BE DESIGNED IN CONFORMANCE WITH ALL APPLICABLE CODES AND BEST PRACTICE. ALL SPRINKLER HEADS IN THE PUBLIC SPACES OF THE LOBBY ADDITION SHALL BE CONCEALED — RECESSED —TYPE HEADS, STAINLESS STEEL FINISH, W1TH CONCEALED PIPING. ANY ALT /8 HEADS MAY MATCH EXISTING. FINAL SPRINKLER PIPING LOCATIONS AND SPRINKLER HEAD LAYOUTS SHALL BE DESIGNED BY THE SPRINKLER DESIGNER BASED ON REQUIREMENTS OF THE SYSTEM DESIGN. THE CITY OF TUKWILA, AND COORDINATION WITH THE ARCHITECT AND OTHER DISC PU INES. THE SPRINKER DESIGNER SHALL OBTAIN VERIFICATION FROM THE STRUCTURAL ENGINEER THAT THE BUILDING STRUCTURAL SYSTEM CAN SUPPORT FULLY LOADED PIPING IN THE SPRINKER SYSTEM AS DESIGNED. SPRINKLER DESIGN AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND TO THE CITY OF TUK FOR APPROVAL ARE LOCATED ON THE DRAWINGS. FIRE EXTINGUISHER LOCATIONS SHALL BE RENEWED AND FINALIZED BASED ON FINAL GIFT SHOP LAYOUT TO INSURE CODE REQUIRED ACCESS AND TRAVEL DISTANCES ARE PRONGED. EXIT SIGNS SHALL BE LOCATED AS REQUIRED BY CODE. PER UBC SECTION 1003.2.8.2 EXCEPTION 1, EXIT SIGNS WILL NOT BE LOCATED AT THE NEW LOBBY ENTRY DOORS AS SHOWN ON TIE LIFE SAFETY PLAN LS -21. QCCUP.ANT LOAD FACTORS FIRE RESISTIVE REQUIREMENTS GALLERY 15 OFFICE 100 STORAGE 3(X) MECHANICAL 300 CONFERENCE 15 NOTE THAT 15 GALLERY 0CC LOAD IS USED FOR THE GIFT SHOP IN UEU OF 30 RETAIL 0CC LOAD HEIGHT NAND IAA CALCULATIONS II -1H R ALLOWABLE OVERALL HEIGHT: ACTUAL HEIGHT OF ADDITION: STRUCTURAL FRAME FLOORS ROOF EXTERIOR WALL EXTERIOR OPENINGS SHAFT ENCLOSURES STAIR ENCLOSURES PARTITIONS CORRIDORS AREA SEPARATIONS OCCUPANCY SEPARATIONS FIREPROOFING IS SOMETIMES SHOWN IN ARCHITECTURAL DETAILS FOR EXTRA CLARITY. PROVIDE FIREPROOFING WHEREVER IT IS REQUIRED BY CODE OR OTHER PROVISIONS, WHETHER OR NOT IT IS SHOWN IN THE DETAILS. IN ORDER TO ACHIEVE THE REQUIRED RATINGS, PROVIDE SPRAY —ON FIREPROOFING THROUGHOUT, EXCEPT PROVIDE INTUMESCENT FIREPROOFING AT THE EXPOSED EXTERIOR COLUMN AND AT THE EXPOSED STRUCTURE IN THE LOBBY THAT IS REQUIRED TO BE FIREPROOFED. I -1HR / A2.1 MAX AREA ALLOWABLE AREA-. 13,500 SF BASE AREA PER TABLE 5—B X3 SPRINKLERS FOR A ONE —STORY BUILDING PER 505.3 X2 SEPARATION 60' MINIMUM ON THREE OR FOUR SIDES PER 505.1.2 —.3 81.000 SF ALLOWABLE AREA FOR A SINGLE STORY ACTUAL AREA TO SOUTH OF EXISTING AREA SEPARATION WALL TO REMAIN: (ALL AREAS ARE IN GSF) BASEMENT 28,146 GREAT AND SIDE GALLERIES 20,511 AUDITORIUM 8,267 OFFICES CONTROL TOWER EXISTING LOBBY AREAS NEW LOBBY ADDITION TOTALS 61.524 TOTAL FIRST FLOOR W/ WIZ LESS THAN 81,000 BASEMENT I 1ST FLOOR 4.600 Metal Finish Notes ■ St TYPE M -1HR MAINTAIN EXISTING, NO NEW SEPARATIONS REQUIRED A2.1 (MUSEUM AND ITS LOBBY). A2.1 (GIFT SHOP PART OF LOBBY ) AS SHOWN ON LS -21. NONE REQUIRED BETWEEN RETAIL AND LOBBY PER REGARDING CODE INTENT AND STANDARD PRACTICE YES, TOTALLY SPRINKLERED WITH QUICK RESPONSE HEADS NO NEW EVACUATION PLAN IS REQUIRED AT THIS TIME. TWO STORIES 65' ONE STORY 29' —O +/— AT HIGHEST POINT (SEE SHEET A -40) 13,500 SF BASE AREA PER TABLE 5—B X2 SPRINKLERS IN A MULTI —STORY BUILDING • a' 505.3 X2 SEPARATION 60' MINIMUM ON THREE OR F k. S PER 505.1.2 —.3 X2 FOR MULTI —STORY BUILDINGS PER 504.2 108,000 SF TOTAL ALLOWABLE AREA FOR THE OVERALL BUILDING 43,380 4.807 8,267 2,493 ABBREVIATIONS, SYMBOLS AND NOTES 1 HR 1 1 HR NO PROTECTION BASED ON LOCATION ON PROPERTY NO PROTECTION BASED ON LOCATION ON PROPERTY NO NEW SHAFTS 2 HR 1 H NO NEW CORRIDORS NO NEW AREA SEPARATIONS AS SHOWN ON LIFE SAFEEY PLAN MEZZANINES 2ND FLOOR TOTAL W/O BASEMENT 20.083 2,787 7,753 3,699 3,381 4,448 210 63,848 13,996 23,464 101,098 77,844 81,000 81,000 108,000 NOTE: ABOVE AREAS ARE BASED ON DECEMBER 18, 2002 LETTER TO BOB BENEDICTO AND ITS ENCLOSED DRAWINGS. ALL OF WHICH ARE ATTACHED TO THESE DRAWINGS FOR BUILDING DEPARTMENT INFORMATION ONLY. 1. ALL EXTERIOR METALS, EXCEPT STAINLESS STEEL AND FINISH HARDWARE, RECEIVE A SPECIAL FINISH, EITHER FACTORY — FINISHED, SITE — FINISHED OR FACTORY — PRIMED— AND — SITE — FINISHED, LINO. 2. SEE THE INDIVIDUAL SPECIFICATION SECTIONS FOR FACTORY FINISHES ON COMPONENTS SUCH AS CURTAINWALL, METAL PANELS, FORMED METAL CLADDING, AND METAL SIDING. AND FOR SPECIAL FACTORY PRIMERS ON EXTERIOR STRUCTURAL STEEL. 3. FOR EXTERIOR STEEL: APPLY ENTIRE PAINT SYSTEM, NOT JUST PRIMER, TO ALL SIDES,INCLUDING HIDDEN SIDES, BEFORE INSTALLATION, SO THAT FACES HIDDEN 14 THE CONSTRUCTION ARE NOT SUBJECT TO MOISTURE DETERIORATION. TOUCH UP FINISH COAT AFTER INSTALLATION AS NECESSARY. AT HIDDEN SIDE OF STEEL DOOR FRAMES, APPLY ONLY THE SPECIAL PRIMER. 4. EXTERIOR STEEL EMBEDS IN CONCRETE, AND ALL EXTERIOR RAILING SYSTEMS, SHALL BE HOT— DIPPED GALVANIZED. 5. FOR EXTERIOR STEEL THAT IS GALVANIZED: SEE SPECIFICATION FOR PREPARATION BEFORE APPLICATION OF THE SPECIAL FINISH. FOR EXTERIOR STEEL THAT IS NOT GALVANIZED: SEE SPECIFICATION FOR THE REQUIRED SPECIAL PRIMER. 6. THE "METAL SHOP FINISH' SPECIFIED IN SECTION 05030 IS THE DEFAULT FINISH FOR EXTERIOR METALS IF NO OTHER FINISH IS SPECIFIED. NOTE THAT THE 'METAL SHOP FINISH" SPECIFIED IN SECTION 05030 REQUIRES THAT THE PRIMER ONLY BE SHOP APPLIED. INTERMEDIATE AND TOP COATS MAY BE FIELD APPLIED. PROVIDED THAT ANY HIDDEN FACES RECEIVE THEIR TOP COATS BEFORE INSTALLATION, AS DESCRIBED IN NOTE 3. II nbbj 111 Sc Jackson Sheet � 5 2 . 0 8 � e�W� 9814X Fax (208) 6121 -2300 1. NluOrwweon Klerrisnolc Madam Structural + CM Engineers 1301 581 Avenue, Suite 3200 9elite, WA 88101 '�Mierrrwr Design 237i Ent Mullson Sege, WA 98112 0 0 0 0 The or.rnawah imp Consulting 11900�West Nickerson Street, Suite 201 Seale, WA 99119 0 EXISTING MUSEUM OF FLIGHT BUILDING rt • 1 ,v 1 EXISTING AUDITORIUM - 2469 SF 280 OCEIIPANTS MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS • APRIL 25, 20IX3 NEW LOBBY ADDITI EXISTING GREAT GALLERY - 61564 SF 4104 OCCUPANTS TWO HOU 0 0 0 0 0 0 0 0 0 0 0 BOOR EXIT EN NOT 1/2 OF TOTAL 4858 OCC LOAD EXITS THROUGH NEW AND OLD ENTIIES N SHOWN HATCHED ONE HOUR CEILING OYER ELEC ROOM ONSIONS EXISTING GALLERY ENTRY AREA 5433 SF 362 OCCUPANT'S 1017 1440 NO EXiT SIGNS OYER NEW DOORS SEE NOTES ON SHAT A01 EAST MARGINAL L WAY Sourer EXISTING RED BARN de EXISTING REMAINS \ toi` \ O NO EXIT THROUGH EXISTING Y Il. r 1; 0 r ikaaGGii=immusa ii» IIii ii»iCC=iiiiC CC =1i► AiM OINiiiiiiiiiiu iiiiii► ammumminnummumnmunlia AJMINUMMEMMMEMMI AEI 4l1::iNNIM ANJuuaN ■N■NNN ■N ■NN► inu Mi ■W AmumnommummummuraNammir N•■NNINN■ ■ ■NN•NN•N,iUNNNNN■I AINICI S11111INNN ■NNN►111N111MME► 411.111iiiiiiiir iiiiiiAiiiiiMML N iiiiiiiiiliiii■ii\'iiiiiiM■► 'S'MOMiiii /Iii■■NiiiOSiiiiiiC ` a lliMMINAMMI♦NNWJ.MIORmEMIIMME MIsmi nmr =rim - s7AMNNNV.NN■NNMI �NNN■N■NwNNN� ITN F ii ` i iU EW ii■wiiM\ii■iii\iiiVMWril ` , iiiiiiiil:MEWIN■iiii >7■■■iiiil �1 1iiiii4Nlel,LJli► ••�����1 �;m• ria:ammum ii ∎ 111,_aiiii■irt/; 'NS W1i!■iiiiirl 'q,MuaE■•rrrl Kamm- . `� Ir�T � 4 0 \ \ ■ NEW GALLERY ENTRY AREA 2665 SF 177 OCCUP \ EXPANDED...GIFT SHOP 3230 SF 215 OCCUPANTS EIgAiN6� REMAINS Ira 200 \\ EXISTING PHASE Al ADDITION POINT OF EXR OCCUPANT LOAD CAPACITY WALL RANI 1....I............ --- -..... N.__ 000000 FIRST FLOOR LIFE SAFETY PLAN EET NOTES: 1 HOUR 2 HOUR 3 HOUR AREA SEPARATION HORIZONTAL EXiT LS -21 1 2 POW COMM t THE MUSEUM yr THE MUSEUM OF FLIGHT EXPANSION SEATTLE, WASHINGTON LOBBY ADDITION - CONSTRUCTION DOCUMENTS ISSUE FOR PERMIT - APRIL 25, 2003 DRAWING INDEX: COVER SHEET INDEX A -01 ABBREVIATIONS, SYMB0LS AND NOTES LS -21 UFE SAFETY PUN CML' C1O1 NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST C2O1 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C211 SITE DEMOLRION PLAN C221 SITE AND PAVING PLAN C231 GRADING PLAN C241 STORM DRAIN PLAN C261 UTILITY PLAN C3O1 SECTIONS AND DETAILS C302 SECTIONS AND DETAILS C3O3 SECTIONS AND DETAILS LANDSCAPE: L10O LOBBY EXPANSION PLAITING PLAN 1200 LOBBY EXPANSION IRRIGATION PLAN ARCHITECTURAL: A -10 SITE PUN A -21 FLOOR PLAN FIRST FLOOR A -22 FLOOR PLAN MEZZANINE A -24 ROOF PLAN A -25 ENLARGED PLANS A -30 EXTERIOR ELEVATIONS A -40 BUILDING SECTIONS & INTERIOR ELEVATIONS A -50 WALL SECTIONS A -51 WALL SECTIONS AND DETAILS A -52 WALL SECTIONS A -53 WALL SECTIONS A -60 REFLECTED CEIUNG PLAN FIRST FLOOR A -80 DETAILS A -81 EXTERIOR DETAILS A -82 EXTERIOR DETAILS A -83 DETAILS A -91 INTERIOR DETAILS STRUCTURAL: 5001 ABBREVIATIONS, LEGENDS AND DRAWING UST S002 GENERAL NOTES S101 LOAD MAPS 5201 FOUNDATION, LEVEL 1, MEZZANINE, ROOF PLANS 5301 BRACED FRAME ELEVATIONS & DETAILS 5401 TYPICAL CONCRETE DETAILS 5411 TYPICAL STEEL DETAILS S412 TYPICAL STEEL DETAILS 5413 TYPICAL ROOF AND STEEL DECK 5501 CONCRETE SECTIONS AND DETAILS 5601 STEEL. SECTIONS AND DETAILS 5602 STEEL SECTIONS AND DETAILS MECHANICAL M -0 INDEX, ABBREVIATIONS, LEGEND & DESIGN CRITERIA M -1 D HVAC DEMO PLAN FIRST FLOOR M -1 HVAC PLAN FIRST FLOOR M -2 HVAC PLAN MEZZANINE M -3 ENLARGED PLANS, HVAC SECTIONS, DETAILS, & SCHEDULES ELECTRICAL rnn. ELECTRICAL .ne�anrrrr•trn•rn AND SYMBOLS r r rnr•.n LOBBY ECO 1 r i r C I RI AL IV�6RE V A I IONS AND S BOL3 LEGEND LOBB l E100 EXISTING BUILDING ONE -LINE RISER DIAGRAMS AND CALCULATIONS LOBBY E4O0 PARTIAL FIRST FLOOR AND MEZZANINE UGHTING PLAN LOBBY E40Oa PARTIAL FIRST FLOOR AND MEZZANINE LIGHTING PHOTOMETRICS E50O PARTIAL ARSE FLOOR MID MEZZANINE POWER PLAN LOBBY E8O0 PANEL SCHEDULES LOBBY E8O1 LUMINAIRE SCHEDULE AND LIGHTING SUMMARY LOBBY PO ,cce plant have hecn reviewed ly the Pnhfic �t r r k ‘ Department for conformance with cement (.3tv gtardards. Acceptance is emblem to ermts and rmi «ion% which on Not eithellaa n( adopted mindanda at erdisertee► T'k tespandhiliry for the adegnq et the M. twat) malty with the de Addis &ham or noble= $ dime drawitngI dm ii ` ell veld Oh simper ee and will maw mintrind . .j wend Final au inky Final ac ertme iti ,true! . IhM by the Public Webs sedum `., hate: SP ( P/" /•�s , �.,,, LArdb "mu lei a, *down 1 10401•001c4 thiliglit WAS ) P aftIT nbbj ii _ f. nbbj 111 9ouh Mon NW VAMi1Mon 911001 goo 2231815 ht CONTOUR (MAJOR) CONTOUR (MINOR) STORM DRAIN WATER LINE SANITARY SEWER SANITARY SEWER, STORM DRAIN MANHOLE CATCH BASIN COORDINATE POINT CAPPED OR PLUGGED END AREA DRAIN REDUCER WATERLINE VALVE FIRE HYDRANT ASSEMBLY TRUST BLOCK CLEANNOUT COMPACTED EARTH TOP OF SLOPE SLOPE TOE OF SLOPE CL SWALE ROAD CENTERLINE PROPERTY LINE SINGLE SILT FENCE LIMITS OF WORK BUILDING SPOT ELEVATION AC PVMT TYPE I REINFORCED GRASS PAVING CONC IWILK /PAD LEGEND I D NH1N 90 -�- 94 ...... 18 "SD . 811 8 "SS I S N 601,201.39 E 760,516,06 - 0 0 0 130.00 N 600,807.73 / E 780,730.04 OR y( EL =130.00 OR Elevxl30.00 Plagnusson lasmsnoic AssocisIN 130151h AvoI11A, /A 3200 SulN, 114 .101 IRwNrman Doc Clop �� a Sulk wM►0G112 BOEING FIELD ARAN ADD � ' L ACP AOA ASPH BLDG DOT BM BY CANT CAV C COF CIP CJ CL CLR CMl CO ONC CONN COAT CORP C CO OO ORD CTR CU D EP D S `SED DIA or O DIAMETER DIM DIMENSION DI DUCTILE IRON PIPE DICA DRILLED IN CONCRETE ANCHOR DR DS DOINSPOUT DWG DRAWING EEA F EXTERNAL DISTANCE EF EACH FACE EL. ELEV ELEVATION EJ EXP EXT EW FD FDC EON FF FG FH FM FOC FRP FT FTG Gs G GALV GPM GSP GV H HC HOPE HEX HORIZ HP HTB HYD ICE IE INCL INT INV IP INS JT L, LEN LF LOC LP VICINITY MAP N SCALE ThIN GII inb1IsCh Grow Acomplicel Calming 1900 WIN Wilson MK = Salk VA N1111 ABANDONED AREA DRAIN ADDENDUM ADDITIONAL ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT AIRCRAFT OPERATIONS AREA ALT BOTTOM OF CURB BUILDING BOTTOM BENCH MARK BUTTERFLY VALVE CANTILEVER COMBINATION AIR VALVE CATCH BASIN CENTER TO CENTER CONTROLLED DENSITY FILL CAST -IN -PLACE CONSTRUCTION JOINT CEN�IE CONCRETE IIASOIRY UNIT CLEAN otn; COMPANY CONCRETE CONNECT OR CONNECTION CAA CONTINUATION COORDINATE COINER CENTER CUBIC ELECTRICAL EXPANSION JOINT EXISTING EXPANSION EQ EACH *Y FUEL FOUNDATION DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FINISH FLOOR FINISHED GRADE, FLUSH GUTTER FIRE HYDRANT FLOW_ NNE FORCE MAIN FACE OF CURB FIBERGLASS REINFORCED PLASTIC FOOT or FEET FOOTING GUTTER GRADE BREAK GALVANIZED GALLONS PER MINUTE GALVANIZED STEEL PIPE GATE VALVE HORIZONTAL, HEIGHT HANDICAP HH IFEGHGOITY POLYETHYLENE HORIZONTAL HIGH POINT HORIZONTAL THRUST BLOCKING HYDRAN MPORTED CONTROLLED FILL NVERT ELEVATION NCLUDE, INCLUDING NTERSECTION, INTERIOR NVERT RON PIPE NOUSTRIAL WASTE SYSTEM JOINT ABBREVIATIONS KCIA KING COUNTY INTERNATIONAL AIRPORT LENGTH LINEAR FEET LOCATION LOW POINT LEFT MAX MAXIMUM MECH MECHANICAL NH MANHOLE MANUFACTURING MIN MINIMUM MIC MONUMENT IN CASE MISC MISCELLANEOUS N� MONUMENT FLIGHT MBE MECHANICALLY STABILIZED EARTH NIC NOT CONTRACT NO. or • NUMBER NOR NORTHWEST AIRLINES OBFC OUTBOUND BAGGAGE FACILITY CONTRACT OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE ORL OVERFLOW RAIN LEADER OSAY OUTSIDE STEM AND YOKE OAS OIL /*TER SEPERATOR PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PE PLAIN END PERF PERFORATED PI POINT OF INTERSECTION PKG PARKING PL PROPERTY LINE, PLATE PLCS PLACES POS PORT OF SEATTLE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RD RAD ROAD RED REDUCER RE IF REIWORCING REQ O REQUIRED REV REVISION RL RAIN LEADER RT RIGHT SOUTH, S SAN SANITAR SD STORM DRAIN SDMH STORM DRAIN MANHOLE SECT SECTION SIM SIMILAR SPEC(S) so SQU SS SANITARY SEAR, STAINLESS STEEL SSMi SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STL STEEL SUPT SUPPORT SWPP STORM *TER POLUTION PREVENTION PLAN TC TOP OF CURB TEL TOP TESC TEMPORARY EROSION AND SEDIMENTATION CONTROL TF TOP OF FOOTING TRANS TRANSITION TW TOP OF MALL TYP TYPICAL UST UNDERGROUND STORAGE TANK VERT VPC VPI VPT VTB W W/ WF WEJ wa WS %SDOT WNF YD YARD VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY VERTICAL THRUST BLOCKING VEST, *TER WITH WIDE FLANGE WORK POINT WAKENED PLANE JOINT *TER QUALITY *TER SURFACE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MELDED WIRE FABRIC GENERAL NOTES 1. THE HORIZONTAL DATUM IS KING COUNTY INTERNATIONAL AIRPORT. 2. THE VERTICAL DATUM IS NAVD N. 3. EXISTING CONDITIONS INFORMATION IS FROM A SURVEY BY BUSH, ACED AND HITCH DATED J 2001 AND AS CONSTRUCTED INFORMATION FROM Al. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 4. TIE LIMIT OF ENR K INDICATED ON THE CIVIL DRAWINGS APPLY TO TO THE SITE AND UTILITY MOR K AS SHOW ON THE CIVIL DRAWINGS. THERE MAY BE EN6( OUTSIDE OF THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR TRADES. 5. NO ILK SHALL BE DONE OUTSIOf THE LIMITS OF ERR UNLESS INDICATED WITHOUT ARCHITECT S APPROVAL. ANY NI* DONE IN AREA ADJACENT TO THE LIMITS OF WORM( SHALL BE CARRIED OUT ON THE PROJECT SIDE ONLY. 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER (1 -800- 424 -5555) PRIOR TO EXCAVATING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING LOCATION. SITE AND PAVING NOTES 1. ALL DIMENSIONS ARE TO FACE OF BUILDING OR FACE OF CURB UNLESS NOTED OTHERWISE. 2. SITE RETAINING *LLS ARE 8 INCHES THICK UNLESS NOTED OTHERWISE. 3. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS MERE ASPHALT PAVEMENT ABUTS ANY BUILDING STRUCTURE, UTILITY APPURTENANCE OR OTHER PAVEMENT TYPE. 4. BUILDING DOORS SHOW ON THE PLAN ARE FOR REFERENCE ONLY. SEE THE ARCHITECTURAL DRAWINGS FOR ALL DOOR LOCATIONS. 5. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WERE CONCRETE MILK ABUTS STRUCTURAL FOUNDATION, COLUMN OR MILL AND FIXED OBJECTS. 6. CONCRETE FOR EXTERIOR SITE FACILITIES, INCLUDING SWIM PADS, THRUST BLOCKING, FENCE POST AND srplp FOUNDATIONS, RAM'S, AND UTILITY STRUCTURES SHALL BE IN ACCORDANCE WITH SSPPEECIFICATION SECTION 3300, "CAST -IN -PLACE CONCRETE" AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM *TER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT. CONCRETE FOR EXTERIOR SITE RETAINING MILLS SHALL. BE IN ACCORDANCE WITH SPECIFICATION SECTION 3300, "CAST -IN -PLACE ATE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. MAXIMUM *TER/CEMENT RATIO SHALL BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 0.5 PERCENT AIR ENTRAINMENT. GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISH GRADE UNLESS NOTED OTHERWISE. 2. ADJUST ALL UTILITY ACCESS COVERS FOR UTILITIES TO REMAIN TO FINISH GRADE. 3. APPROXIMATE EARTHWRK QUANTITIES: EXCAVATION - 75 CUBIC YARDS FILL - 960 CUBIC YARDS WATER NOTES 1. ALL *TER LINES SHALL HAVE A MINIMM OF 3 FEET OF COVER OVER THE TOP OF PIPE. MAINTAIN A MINIMM OF 12 INCHES CLEAR AT CROSSINGS WITH UTILITIES OTHER THAN SANITARY SEVER LINES. *TER LINE SHALL PASS UNDER THE OTHER UTILITY IF THE MINIMUM SPECIFIED COVER CANNOT BE OBTAINED. 2. MAINTAIN A MINIMAL OF 18 INCHES CLEAR BETIEEEN CROSSINGS OF *TER LINE PIPE AND SANITARY SEINER LINES. *TER LINES SHALL CROSS ABOVE SANITARY SEVER LINES. SEE SPECIFICATION SECTION 02510 FOR REQUIREMENTS MEN VERTICAL SEPARATION CANNOT BE MAINTAINED, OR AMEN THE *TER LINE CROSSES BELOW THE SANITARY SEWER. 3. PROVIDE HORIZONTAL AM VERTICAL BENDS MERE INDICATED. MERE A POINT OF INTERSECTION (HORIZONTAL OR VERTICAL) IS SHOM4 AND THE DEFLECTION ANGLE IS MORE OR LESS THAN A STANDARD BEND, USE A COMBINATION OF THE STANDARD BENDS TO MEET THE ALIGNMENT SHORN. JOINT DEFLECTION IS NOT ALLOWED. 4. THE CONTRACTOR MAY PROVIDE RESTRAINED JOINTS IN LIEU OF HORIZONTAL AND /OR VERTICAL THRUST BLOCKING AT LOCATIONS MERE INSTALLATION OF THE THRUST BLOCKING WILL INTERFERE WITH OTHER CONSTRUCTION. SEE SPECIFICATION SECTION 02510 FOR REQUIREMENTS. 5. ALL CAPPED MATER LINES OR TEES SHALL HAVE HORIZONTAL THRUST BLOCKING. 6. FIRE LINES SHALL BE INSTALLED BY A LEVEL "U" CONTRACTOR. 7. MERE THERE IS 12 INCHES OR LESS OF VERTICAL SEPARATION BETWEEN CROSSING UTILITIES, PROVIDE ETHAFOAM CUSHION OR APPROVED EQUAL. STORM DRAIN NOTES 1. COORDINATE POINTS SHOW FOR ALL CATCH BASINS AND MANHOLES ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 2. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS MERE STORM DRAIN CONNECTIONS POINTS OF INTERSECTION (PI) ARE INDICATED. PREFABRICATED FITTINGS MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINNAGE. MERE SPECIFICALLY INDICATED THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. 3. THE CONTRACTOR MAY PROVIDE RESTRAINED JOINTS IN LIEU OF HORIZONTAL AND /OR VERTICAL THRUST BLOCKING FOR THE STORM DRAIN SYSTEM FORCE MAINS AT LOCATIONS WERE INSTALLATION OF THE THRUST BLOCKING WILL INTERFERE WITH OTHER CONSTRUCTION. SEE SPECIFICATION SECTION 02510 FOR REQUIREMENTS. MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS -APRIL 25, 2003 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES PROCEDURES FOR CONTAINING WATER COLLECTED WITHIN THE CONSTRUCTION AREA SHALL BE IN PLACE PRIOR TO BEGINNING ANY DEMOLITION ILK. 2. AS CONSTRUCTION PROGRESSES AND SEASONAL. CONDITIONS DICTATE, THE EROSION CONTROL FACILIITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION AND SEDIMENTATION CONTROL. 3. THE IMPLEMENTATION, MAI REPLACEMENT AND ADDITIONS TO THE EROSION D SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DOWNSTREAM DANK( DUE TO THE FAILURE BY THE CONTRACT TO FULFILL THESE REGJIIEMENTS WILL BE THE CONTRACTOR S LIABILITY. 4. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS. ADDITIONAL. FACILITIES SHALL BE INSTALLED AS NECESSARY AND MAINTAINED BY THE CONTRACTOR TO PREVENT SEDIMENTATION OUTSIDE THE LIMITS OF E. SEE SPECIFICATION SECTION 01575 FOR ADDITIONAL INFORMATION. 5. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR THE DURATION OF THE CONTRACT OR UNTIL DIRECTED BY THE ENGINEER. 6. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE AND ADJACENT AREAS CLEAN AT ALL TIMES BY SIMEEPING. *SHDOW WITH *TER WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 7. THE CONTRACTOR SHALL PLACE CATCH BASIN INSERTS AT ALL CATCH BASINS WITHIN THE LIMITS OF A INLCUIDING TFIOSE SCHEDULED FOR DEMOLITION PRIOR TO THEIR REMOVAL. CATCH BASIN INSERTS SHALL ALSO BE PLACED MERE SPECIFIED IN ACCORDANCE WITH SECTION 01570. THERE MAY BE CATCH BASIN INSERTS REQUIRED OUTSIDE OF LIMITS OF MINK INDICATED. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH 1. 8. THE CONTRACTOR SHALL PROTECT ALL UTILITY ACCESS POINTS THAT DO NOT RECEIVE CATCH BASIN INSERTS SUCH AS MANHOLE VAULT COMERS AND GRATES FROM COLLECTING ANY STORMN* CONSTRUCTION. PLACE IMPERVIOUS SHEETING AROUND ACCESS POINTS TO PREVENT STORMWATER COLLECTION. 9. EXCAVATION FOR REMOVAL OF EXISTING STRUCTURES AND INSTALLATION OF NEW STRUCTURES _ UTILITIES AND EEBAN MEN S SHALL BE IN ACCORDANCE WITH TIE GEOTECHNICAL REPORT BY SHANNON AND WILSON. THE CONTRACTOR SHALL COMPLY WITH THE STUDY RECOMEENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. 10. ALL TEMPORARY CONSTRUCTION SLOPES GREATER THAT 2=1 AND GREATER THAN 4 FEET IN HEIGHT SHALL BE COVERED WITH POLYETHYLENE SHEETING IN ACCORDANCE WITH C101 C301 14. CONSTRUCTION SEQUENCE: REVISIONS C301 0101 C301 11. THE BOTTOM OF ALL EXCAVATIONS SHALL BE GRADED TO DRAIN TO TIE SEDIMENT CATCHMENT AREAS DISCHARGE OF STORMAATE R DURING CONSTRUCTION. THE CONTRACTOR MAY PROPOSE ALIENATE LOCATIONS FOR THE COLLECTION POINTS AND SHALL SUBMIT ALTERNATE LOCATIONS FOR APPROVAL BY THE ENGINEER. ALL COLLECTED STORMWTER SHALL BE DISPOSED OF AND MEET EFFLUENT REQUIREMENTS IN ACCORDANCE WITH SECTION 01575 SEDIMENT CATCHMENT AREAS SHALL BE IN ACCORDANCE WITH 12. PLACE SILT FENCE AT ALL AREAS MERE CONSTRUCTION IS ADJACENT TO PUBLIC RIGHT OF *Y. SILT FENCE SHALL BE IN ACCORDANCE WITH 0101 0301 13. NO EXISTING ROOF DRAINS OR DOWNSPOUTS SHALL DISCHARGE DIRECTLY TO THE GROUND SURFACE. BOTH TEMPORARY AND PERMENANT ROOF DRAINS AND DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM AT ALL TIMES. THIS REQUIREMENT ALSO APPLIES TO ROOF DRAINS AND DOWNSPOUTS AT BUILDINGS BEING DEMOLISHED, PRIOR TO THEIR REMOVAL. A. CONTRACTOR TO SCHEDULE AND ATTEND A PRECONSTRUCT I ON MEETING WITH CITY OF TUKWILA, GEOTECHNICAL ENGINEER, CIVIL ENGINEER AND UTILITY COMPANIES. B. CONSTRUCT THE ROOK CONSTRUCTION ENTRANCE. C. STOCKPILE TEMPORARY EROSION AND SEDIMENTATION CONTROL MATERIALS ON SITE. 0. CONSTRUCT SILT FENCE AND SEDIMENT CATCHMENT AREA. E. INSTALL CATCH BASIN INSERTS AND SEDIMENTATION BARRIER AT EDGE OF PAVEMENT TO REMAIN. F. INSTALL BAKER TANK. G. CONSTRUCT DISCHARGE FROM BAKER TANK TO EXISTING STORM DRAIN SYSTEM. H. INSTALL BAKER TAN( OUTLET CONTROL. I. ROUGH GRADE SITE AND AMEND EROSION CONTROL FACILITIES AS REQUIRED. J. STABILIZE TEMPORARY CUT AND FILL SLOPES AND STOCKPILES WITH POLYETHYLENE SHEETING. K. APPLY AN APPROVED MULCH TO DISTURBED AREAS. L. CONSTRUCT SITE I MPROVEWNTS. M. MAINTAIN T.E.S.C. FACILITIES DURING CONSTRUCTION AND AMEND AS NECESSARY TO PREVENT EROSION AND SILT LADEN STORMMYMTER FROM DISCHARGING OFF TIE SITE N. INSTALL SITE LANDSCAPING TO STABILIZE THE SITE. O. CLEAN STORM DRAINAGE SYSTEMS (CATCH BASINS, MANHOLES AND PIPES) AND WET VAULT, AND REMOVE TEMPORARY EROSION CONTROL FACILITIES AFTER THE CITY HAS APPROVED THE PERMANENT STABILIZATION AND IS SATISFIED THAT THERE IS NO LONGER A RISK OF EROSION. GEOTECHNICAL REQUIREMENTS 1. p rnEn �"i� �uinc a� a F 1 DATED PRINCIPAL O�IBII DAVID 8� P.E. VICE PRESIDENT, SHALL GOVERN CONSTRUCTION ON THIS PROJECT AS IF FULLY SET FORTH HEREIN. 2. A COPY OF THE REPORT SHALL BE AVAILABLE ON THE SITE AT ALL TIMES. 3. A GEOTECHNICAL ENGINEER SHALL BE UTILIZED TO ASSURE THAT THE COMPACTION REQU I RELENTS ARE MET. I 1. IA DATE: RICRIPTIO DEMOLITION NOTES EXCAVATION FOR REMOVAL OF UTILITIES AND STRUCTURES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY SHANNON AND WILSON. THE CONTRACTOR SHALL COMPLY WITH THE STUDY RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. 2. CAP OR PLUG BUILDING UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF DEMOLITION. 3. ALL ABANDONED UTILITIES SHALL BE CAPPED /PLUGGED TO PREVENT *TER INTRUSION. 4. CLEAR AND GRUB ALL LANDSCAPED AND NON -PAVED AREAS MERE NEW GRADING OR CONSTRUCTION MORIK IS INDICATED WITHIN THE LIMITS OF WORK. 5. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN ALL TEMPORARY BARRIERS, BARRICADES AND SECURITY DEVICES AS REQUIRED FOR THE PROTECTION OF PEDESTRINIS, VEHICLES AND AIRCRAFT. 6. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS. DEMNOLITION FOR SPECIFIC ELECTRICAL ITEMS INDICATED ON THE DEMOLITION PLANS SHALL NOT BE CARRRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE. REMOVAL OF ELECTRICAL DUCTBANK, CONDUITS AND VAULTS SHALL FOLLOW PULLING OF CABLE AND CONDUCTORS AS SHOW ON THE ELECTRICAL DRAWINGS. 7. REMOVE EXISTING CONCRETE PAVEMENT TO FULL DEPTH. 8. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH. 9. WERE MULTIPLE RECORD UTILITIES ARE INDICATED ONLY ONE LOCATION HAS BEEN NOTED FOR DEMOLITION. THE CONTRACTOR SHALL VERIFY TIE EXACT LOCATION OF THE RECORD UTILITY PRIOR TO ANY DEMOLITION. 10. PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR APPURTENANCES. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. /10-- W W SHEET SHEET MAR TITLE C301 SECTIONS AND DETAILS C302 SECTIONS AND DETAILS C303 SECTIONS AND DETAILS DEMOUTION LEGEND 1 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. SEE DEMOLITION NOTE 12. REMOVE EXISTING CONCRETE PAVEMENT, MILKS, STAIRS, RAMPS MO PRECAST PAVERS. ITEM TO REMAIN ITEM TO BE REMOVED CAP UTILITY. SEE DEMOLITION NOTE 2. CIVIL DRAWING LIST C101 NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST 0201 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 0211 SITE DEMOLITION PLAN 0221 SITE AND PAVING PLAN 0231 GRADING PLAN 0241 STORM DRAIN PLAN 0251 (NOT USED) 0261 UTILITY PLAN NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST C101 A`; r r� ;55: ; r nbbj I ` • 111 Ban Moon Slot YMIhlepOn 11101 �(70 • 1, l� - Magnum Won* Amocisles eructrel + Eropkissis 1301 5Ih NM* BWilo 3200 8, NN11e101 warm Desipi Oroup Landscape kthlicen Mee, VA 15112 • • • • i , ` • • • 1 r 1 1 l • \ • ♦` • • • • • • • .. ♦' • The Ofesnbusch Oioup Pau** Coming 1100 Nit Worm SINK Suile 201 Sulk IM101119 , • • ♦`, • S . -S • ' • • • • : • • • • • • • • • • • C201 C301 SEE TEMPORARY EROSION & _., SEDIMENTATION CONTROL NOTE 11 • • • • • • • • • • 1 1 1 ■ • • • • • • • • • • • • • • • • • r• SEDIUENT CATCH1ENT • 5 r Lti, 7 j` - r ' !- - ^l ' "H(*). , • • ooto I= - / / `% r 5? �,- t- 1' () L I sem : r. Tr SILT FENCE C201 C301 CONTRACTORS OPTION TBARRIER O U � _ SEDIMENTATION- - -- __ :I C201 C301 • 1 f` r � i ' /0' i '11 a i (l am ' fir l y ± r / / / / / / I 1 I' I l � t • • • ,v ♦ I .♦ / / • i _ SEDIMENT IT AREA i / �.,. ' LIMITS TYP r • E • �. • _�• �r r, I ''% , � 1 0 4.1. MEM i1! w► 4Iw wI►w AI. w w w w -m - M - •∎ -- •r 4M■ ��1 �Y�� r� � i t .. te r. .. �J,I j �.i n.t.. w rw w�� w 1MIIM 4MMi r.r+ ■VA•■•w ,w - �� 1M. w wILAIM. MOM .ENNA .r w w AMER • MN. ISM • MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 55 / -- • r r I S E D I C H MCATENT AREA 'r /' / ' i t 'r /1 I 1 I / i 1 1 1 1 1 1 1 REVISIONS i' ( / / / / / / / • 110 RICAIPT1110 OW: mama I via CATMINT 1 5.. AREA fa \\, ■ ROCK CONSTRUCTION ENTRANCE ; 10 5 0 10 tea TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN \\\\\\;■\„\\ \ 20 Net eo • C201 NOTES: 2. SEE S1EET C101 FOR TEIPORMY EROSION NO SEOIAENTAT ION UNITROL. NOTES. H • - - .• - - • - . : --171- - .... 1 ,,,/ h -,, !' - .,. ,„„ , ,..., ...5-.,?•, - 7 1 . ' .... ,, ' 5 , -•,, ' -) - '-' '";•c*,,i' - ' 5/ - - - - - - • - • .'..5.'' A- ' ,'• I ; - 5, -.,,,!• ' - - _._. A 1", p • - nbbj DEMOLITION FLAG NOTES 5 5 / , 5 1 SURFACE ELEMENT DEMOLITION oc) REMOVE EXISTING TREES, SINN LANDSCAPE PLANTINGS AND TURF. SEE DEMOLITION NOTE 4. 0 REMOVE EXISTING LUMINAIRE, POLE AND POLE FOUNDATION. ® MOVE EXISTING METAL RAILING, POSTS AND POST FOUNDATIONS. ® REMOVE EXISTING CONCRETE CURB (CAST-IN-PLACE OR EXTRUDED) AND CURB AND GUTTER. ® REMOVE EXISTING RETAINING WALL, FOUNDATION AND GUARD RAIL/HANDRAIL WIERE OCCURS. 111 IWO 223405 Moon Nest Issas, Watingion 11104 (200) Fs (201) azi-noo : ' ' .. :. ,. .. ' ,,,--,-,(,,:‘,'----4. --, ! 4 / , „ t I • 1 •• • ••,‘ Z. • r Mignumon lOsomprxic Assccisiss SInagal + CM Nimes 1301 III Menus, Ms 3200 IMO, 111101 M Mow r Graf linimps Mamie 232. Ihrison 111. V4* 11112 •••■•••••••••■••.. V... MO .10 •••,0 • ) Tr Dr' Ai • _ - • UTILITY DEMOLITION - C The Gestibusch GiOic Acouelicel Coneuling 1900 WM Nichemon beet Suite 201 Sulk IMO REMOVE EXISTING WATER PIPING, FITTINGS, VALVES, VALVE BOXES THRUST BLOCKING AND METERS. REMOVE EXISTING STORM DRAIN PIPING, CATCH BASINS AND MANHOLE& NOT USED. REMOVE EXISTING POWER/ELECTRICAL CONDUIT, DUCT HANDHOLES AND VAULT& SEE DEMOLITION NOTE G. SEE - — • 5 C305 I. 1 - FOR ALT *1- • •.:1/4T) • - • - • - CI' • „ • ,••• ' • 4•••• 7 . • ' • r, • • .-- , ) (. „ C) • '7, CJ ' • • • • • \ ' & 5 / IS ; • S5 CR , r7; C ,/ !__ • • ; • rYu - - - • • , • , St ` 1.••• r. 1 r 111 5 . 5 .6 /7, „77. "& , • .5 ram- low amp- am am- ITEMS TO REMAIN r, • • , • , - •- • - • • • •' f • • • - r12r - .' / ._ _ ; e -)) s , P F) 5. WATER PIPING, FITTINGS, VALVES, VAL 00 nNe VE )E" , , , DA :,.',,, ,,,, ,____ . .' ):, , ..,:, 1 RE \ \ \ ' . \ ' \ 1 • • ' • . . . t i . . . t • ,- I ,—. \ ' - ; ‘• ' :' ''...T4..(, / " ' 1 Exis 1 ---I, THRUST BLOCKING TO MAIN. ! , 1, EXISTING STORM BRAIN PIPING, TRENCH DRAIN, CATCHBASHLik .' ' ..-<':', 1r. C..7.„ii -;-_ -- xt ' '' ' '. 1 .1 k ! , t AND IAANHOLES TO RIXIIIIL . , . - -- .,, -- \ I ' ".!, ' "5 i i I EXISTING DETDITION TANKS TO MAIN. \ , \ ... . ,'-, , EXISTING POIMER/ELECTRICAL COILIUIT, DUCT, OYERIEAD POWER POLE, ' ;' GUY WIRE, 14,411DHOLE AND VAULT TO REMAIN. Li 8 - • /-• I- --- •-+ • iS • „ - - I 1, i■t■r aim 5.= !M. ) 5 5 5 5 7 • .. - • - • # # # .A. ' 5/ # • # # s. # # — , **•• C . • •. .' ' - - 1, 1° winclAITSrip0F - 'k i'' — • 5 • 0, - - - ' (F . ( 1 1 ... ( - 7•-• . . 7.- • - 1 ` 4 , • •• . •7 • • - - ; - • I' 7 2', 1 I 5., 5 7 ! .' !te i f ,; • 1 • „ 'it --• 7 / 5 5 1 • I 27 , MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDMON - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 • f -;!■ Imm5,-mor onor wom-osim- . • 7 ' • - - 1 5 5 % ^5 I . , ••• ----- -- ........ • .. ro. To., moo 4. roorivi •,„;\ • --, - • - . - — /7 ....... .. ........ ..... T 1 C. ', s. t .: . -..,.. 1 •% _: t • ,, : : ., • , - :. T ; - "_- ,/,',, r •-, L': '',' '.7.." - ; 5 )L; : •._ I , .• if • .: .--: ')''-.' .5 '. ! f,' .'' . , 0 ,......./..... —,A,...... / ,,L-- — , ; • , ''' IL '; 7 ',-- I "--- \ :1 7 : ! \ ' ' . : '' I. ' ;. . ' (r : ; 5. 1 :: /1 '..1: „; 1/4 ,5-,- I ,5, !..\-• C.- 5 ;'...,..„■ -; - .05 „, 5 • -, ,- - . ..) 5,5 -- • • 60 ,...,-_.• _ , ....-,--_-_•7. i I 4 / • -!, i. 1/4 „ . : 5, '< •-/-:' ..__H •! .7L-, 7 T-,,.:- '... :'..-,: [.-;:...-'..••,:- , :-.. .....- ;... I __., .. _ I , ..” : : / / .., ... „,.•-•:.:'''..; ;•---, ,- ::” hi ,' . .2 (._ -• ‘. (", ;;-, ,''*., ,,--:-..:. /-7 d ' - .../ -•,/, i i' /-' / - ,-1-).//, ,, , . ,/ / / , - ----- / / , / , I .• 1 ...- -;,-- . 1 / I -_ 5 • , ; • . • • 7 REVISIONS IUD Nit 1011111.11010 1' 10•111111 MINI_ MINN 5 7„. • ••• I /7 /, ••- 7 T '7;4 ,` ; It -- 1 I . .'- IT - 5 • ,/ _ 1 • 5 . /0 .!■ ,/,/ :7" T / 5" : % q5% I / 1 N.,,,,., ' ' -1 , \ , t . N. / 5. : I so. , • 7 : / , .454■ / / '1%k / 1 ... F. : • • / I • .1 i • tt%f ' :: I • , 1 / )1; ,•' I'd r 4 „ • I - - \\\\ \\ • / / C- , Ude • I SIS • r 1' -1 1 * s 10 5 ' I / / / / / 555) // f5J•5 s'1 - , 7: ///' / SITE DEMOLITION PLAN , - 5 , . \\\\- \ \\ \- • i c •.."4, ;:-.. \- ." "• ,' •,'„ - '-',--':-... : ,- -.--._ , t• • - . ---, ( ., - • • /,,i ....,. : ' ".•-.:?-_- .7 / ". -'• i • : . • .../.? .....!. 4,:- / 5 , t, , ...,,• • 0 10 20 = r i het • /5 , S.D . • _ - - _ '- • NOTES: 1. SEE SIEET C101 FOR GERM. NOTES, LEG AISREVIATINS. 2. SEE SHEET C101 FOR DEMOLITION PIPES. C211 CJ R 7 LC; l-LJ I- - T (1) + r „, ,-, r. I L ,r. ' i t - T .- nbbj • 1118oulh Admen 81Mt asses, YYrMiMgbn 11104 �� att,Zl00 1 N 192,567.62 - -1 - E 1,638,876.50 " _1 1, ASPHALT CONC PVMT, TYP C221 C301 Magnusson KNnMrwic IMenielw r +CMEngineers 1301 OM MOMS, 8e 3200 .111.1 wN 00101 Millers n Design aa* MO East Madison II. lbws, w► 01112 1 SEE 1.4 (x21 rye . - )r 1II• . - . j'•`I ip The Greenbusch prop 1 WM Wow beet IA 201 Mils 1% 1111. • • . • FOR ALT *1 C303 • • • • • ` 6 7 • • • • • ■ • • • • • • E PI • N 1'' •97.40 /b' -- /0 E 1,638,952.02 I' • PI COMIC N 1 ' ” 708.87 / 4 1 / / '/ E 1,638,942.29 - -- -, • 1 1 p r./ 4 '- ." 5.5' TO TOP BACK OF EXIST CURB G F '-;_ _ 1 e' »i IUD 41.1n MI= AWN I MED IMO 1111 PI CONC N 192,60111 PI COMIC N 192,705.79 E 1,638,930.88,,7' / r r � ■ I / 4, ' it ■ PI WALL '' .. ,,,..- N 192,739.17 • �.-- E 1,638,853.13 , Pt COMIC - . ' • 1 N 192,132. -4 � E 1,63E1,80091 _ 1 1 PI CON: ► ` 1 E NO RET W ALL N.N. N. N 1 763.48 1i pI E 1,638,807.07 I N 192, 75272 �R� ,_ _ - E 1,638,824.51 l PI WALL N 192,749.26 E 1,638,857.91 C221 C302 LIMITS ORRK, TYP PI CONC N,192,77&69! :. E 1,638,781.29 PI COMIC N 192,847.88 E 1,638,869.08 - 74.15 • • • • • • • •• • • • • • • • • i� - 4■• •mr wrfEnwr ce► -owor An, wr#. ∎..•• ••• wpm tow. ea MMI, e.M - alM1 .■ Isms .11. , Y • MUSEUM OF FLIGHT EXPANSION Ssatgs, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 RT T ( REVISIONS '!• • 1 ��: OtiallnO k OAS: Income 7 ) PI COMIC N 192,954.20 NOTES; • 10 5 r.. (;1 -r ,-� • SITE AND PAVING PLAN ', -, • "1) 0 6,9 .cds 1 • 10' 11 10 20 tee • h' 1 S S 1. SEE MEET 0101 FOR GENERAL. NOTES, LEGEND NO A EVIAT I DNS. 2. SEE SIEET 0101 Fat SITE NO PAVING NOTES. C221 "r• • J t: _ 6"1(2] (1..;;;, ) - 7 ! ' • I - ; J ! , " • . ,,, • ;-, MEET 8 MATCH • ,/ ' , v EXIST SIDEWALK ,, -,-./ ._•...' .--; .'...,_'..-,,, ; :',2 , r,- - ,-`,. , ,;:‘; tt. nbbj 111 South Mean SIM loslio, 11461Inglon 119104 Qo 2241.2 Fac (2011) 0214300 1 • -; • TC (20.51) t BC (1997) • • • • -5 - • / • ' 2" T..; MEET & MATCH EXIST PVIAT 1 A ' TOP OF SIDEWAU( MATCHES TOP OF • EXIST CURB , • - • • 5. ; • • • 5 • St • t„„)t.. h- • The Ofoonbusch Ofoup Accuillail Comae 1900 NW Worm 91root Sub 201 Sulk MR OM 19 \ >9 ' • ,/ fr 'J / ' > 5. ! .r (5 ( C _ ‚5 5 t • 5% • „ / / \• • / A ‘ ( ,1 , 1 . • • r /.. • I ( 1...,t I I • 23.36 ' t 122.85t „ EWEI7JOIME mloo omEE rmEE 22.98 i 4: , . . - - .... - - - ...,; r , I - _ _ . . 1 y / mom mmo.mmor otom mum / 1 .• 2200 - . _ • 4 .1 Irc -7- 1 2 ;5‘ -;• 1 5. 1 ; j 2" - ; 5 _51 \ 1 ' • i ; i r, .,, • '5 I 1 ' 1 j ! . • ..L, . . • r . I I ..:" \ '-', \ • ' I I ! % ' \ \ ' i \ . , _. „ _ .. . . _, „i . . _ _ ,. .; _ 1 ,i ., \ \ ,, ' ■ “. ' - i: - . , ,..,_ .\ -. / __,. ' 1 4 '\-.. -••■ *,-{ H. , --- , .._, ._ , , . __... \. I r-- ' i:c \ \, ,,,„ ,, _ _ y - .• ,.I.i , ,.• 1_, .. ', -----,--- ., -; . , i [C 1 ••_,',\I', \ -,- , N . .-- - - \„, ' ' ,. , 1 , . , \ . ••.-_-_,...-.:4 , i 1 i \ , • ',-.....L..j...:. --- r . -.. t...). ' EWE maw !Ole Web MEP mom mow -MONO MEM. omit. ■•-omm Immr - ropor- ;-. I 2 • 1 IL : 7 „ , • ‘,. MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 • r / II 2136 - • kl .! A 2323 23.07 TIV 22.86 BW 19.61 LIMITS OF WORK, TIP TC 23.20 BC 23.20 23.20 232.0 - r _ - TC 20.70 8C2020 . _ MEEIrm/M ollE.Mmo0100 MIMEEIE 1.1117,11EMMIIMAIENE. MM. olEIOAMIEr MEOMIEM•IMMONM EIMOmMIAIMIO MEE IMM1.-MME MEM omit gmon A■fl MEM& AMIE _ontO MEE REVISIONS 23.36 1110 IFICNIFINIO •-r• , \ 5 , , " r• A • (4 3 .• - - S PO NM 1110I� F N:1 !'r 23.36 22.70 23.36 5 1 ; • t • ,, • ('. • • : • ; - - • ?• //; /./ / . - • • • ■.■ ..„ MO NW: 01IT!O - • 1 , ; / - C. • ,/ 5 • SO 5" 5 • 'I . 11; (-) ( f 1 I. I / 1 I ••- t ,, , , / • ,-:::,,, , - 5 / 1 , 4 -1- 7.' ' . ' I - ' ' / (. 5 ,...,, 5 -. .0., , ,. S i stile ■ 10 5 0 GRADING PLAN / - .... _ _ I " . • . \ s `X I I to int L. 20 5 s6 CrIN• 1. SEE MET C101 FON GENERAL NOTES, LEGEND AND AINNIEV1AT IONS. 2. SEE MEET C101 FOR OWING NOTES. 0231 .t. G FF = 23.40 0 0 .r • yr APIPP I ' - 4.10M11 - -- • PI CO N 192,667.34 / ! t ✓ 'I / 1 AD •1 ~ ``�• .� -_ N -192 1,638,819.75 ` -. �` •� _ \ RIM = 22.80 1E 8 MOAN) • • • • E IE 1 8" =19 ,638,814 J . 2 94 PI: / N 192,688.78 /'_ I '' E 1,638,815.41 r „,..7 1 '' IE8" =18.91 1 i ✓ l i 1 _1 10 LF SD • • • ma C PI N 192,724.53 E 1,038,81621 IE8" =18.55 / p 9 • • `` , 9 .' 1 9 0 / ' - (' ��• _ &, iR re r � 1 NJ LIMITS TP ;1- El. W r— ter S j1■10 - r S now rr nuw arm oar PI Co N 192 780.35 ' E 1,1638,817.44 1 IE 8' = 17.99_ / / CITY OF TU(WILA STD PLAN SS -22, TYPE / 1 / 1 / E COIN TO EXIST - SD IE 1 = 16.33 • PI- CO 1 14L 9" SD 1 1 1 1 1 1 • • 1 1 1 1 1 'l 1 1 772.17 '. N 192,792.69 E -1 74320 IE8" =•1,9.11 20 IF 8" SD PI 11I '192,793.19 - E 1,638,781.55 IE 8" ;. mm84 r - • E 1,638,739.60 r RIM = 23.00 ,JE ir , 0 19+31 p1XS) 32 * if 8 " ',SD CLTY OF. TU(WILA / STD PLAN DS-22 / C8 , - 48 „C241 C3O2 CENTER OF GRATE N 192,805.36 E 1 1 RIM = 19.78 8 I IE8” =17.11(WXS) IE12" =16.78( r . f> _ r ..i ?.ri: N 192,821.18 E 1,638,723.98 RIM =23.00 - IE8" ; 19.95 ma, _ 4_ • ADJ15T EXIST SD NHOLES TO FISH GRADE f / //. i dr , ' ' . .0 1 ' ".••• i I -4 /5 . . y s a I 0 • - nbbj t11 So* Admen Nest Sole, wINhiMon MO 2234015 Fs (204 021-23CO • ,7 L Sinters! + CMI Engineers 1301 5Ih Avenue, Sub 3200 Seell.,VA118101 billismsn Design Gawp tandems AMMON, 232. Ent Illsdisen St Sulk Yin 911112 8 • • j [) , I • • • • • • • ,\ The Greenbuch Grow Ponslicel Coming 11900 Nat Meet, Me 201 Sulk VA 1111 . • !J , • • • • • • • 6' { • PI CO Ni It 8 = MATCHDIIST` fl 5' F I 1 / H - f . . T. C'11, / / / / r / r= / / / N r ;. J •r ` 2 .`t — — r.) -•=0...11• rr.ls! 01101. ! AIM w 411111• WNW.1•■• 41111111, MIr Mr. r INION• NNW r NUM VOW- IMPI♦ IM• ■•••• ■••r r..l.max.1OW WNr \ • • • • t\ }� • • • • • • • • I • , r ti� I- r T � I / •, 1 _ ___ L1 ' ._) I �.! ti t r irir Amor i .. - .mow =mom j.../ .; MUSEUM OF FLIGHT EXPANSION scorns, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 ,'1e/1 • ; E 1,638,749.88 RIM = 2320 e REVISIONS KICRIPTIO • Ile MR: ADJUST EXIST CO TO FINISH GRADE le Nit • / • C241 C302 INSTALL SOLID COVER IF YARD DRAIN EXISTS \\\,.\\\\\''\\\\. \\\\\\\\ AREA DRAIN NOTES: • abi M ill6 M 'sL e l l119 = '" 1:3.00 .‘;2 ( % 2025 SE) 4 • 10 5 0 • • • STORM DRAIN PLAN • fait • • So 1. SEE SMUT C101 FOR GENERAL NOTM LEGEND AND ABBREVIATIONS. 2. SEE SHEET C101 FOR STORM DRAIN NOUS. C241 " • • • , '7 • • SMEM , MEND'UMMO MIMI GEMS WM. ft... • • • • • • • • • • • • • • „:•••• ". . • • • • • • • • • • • • • • • • / / / • • ""..4 "•••■ ••4 - \ --;-! CONN TO EXIST 6" W r N 192,696.9i ''; ;. E 1,638,810.6t / !! 1 221/2. BEND & " I : M 11K Wi 1 1 11 (1) 6" 6 • ' • ITT; ••'\ F Ft,. , 1 -- 4,-. - ' - )1-7':' A • ;-1 '' < , ) ,/ :' -';' LOBBY ADDITION-c„ --.i).. , , ,, .,. / , „, FF . 23.40 , i ; \ i ,,,, I , i i ! — •i - - 7- I • 1;..; :„- • •".... ...,,, \ ..,,, „.,. N.... 'A ..„,, . ; N.. ...,, , • '- ? • • •0” 49.0. i • • 1 4 • ! . • • '•-;• y • "... N. 7 / 1,638,7678±-- - - oye'901-11ENDII/i1113: „• • ,• • • Frr,,,, - ;";-•- \ --- • / N ... , • • \ .r , ' 7 ......, ...... A. ' ....,. • - - > /7' 7/9.40°. , rjf ; . e /' I - ' . ./ UNITS OF WORK, TYP Ake: • . ' - • / f • • • A , • • 1- . • • ,1 • , ? . .7.- ;... : ; - _ • . , t r.,; , •• , \• ; • .' . root TO EXIST e W - - — - - N 192,7732i • 7, 12 Lf 6" W N 192,77957 E 12.43 (1) 6" • am a 0) 6" 1 BEND 1 At/ HT8 / ; HTB PER CITY OF 1UKWILA STD PLAN WS-1, TYP1 *l s.. / s. s., / N.. • s. • ..., Ir - I - I I I I I I , I •-• r "T.; • N 19218932 E 1,638.797,97 w 0 i ) 6" BOLD a - (1) 6" 11 4 BEND / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Oppli ••••1 am. 1•11•11 ri•Mr .1.0 .MO Mar MN MN, 111..1. MM. 411.M. •=11.1 • N 192,789.52 E 1,638,806.97 (1) 6" 45' BEND a (1) 6" 1134' OEM W/ HTB • r.jr- ( • r ; ; i • r 1 - 7-- • • __ , <- 7 • r. 4 -•,";r( 7 ;‘, . •-/- • -- nbtil 111 South Moon 911not Sulk WohInglen 2234005 Fax (201) etzi-noo • ■ • _ f 1 - • 7 1 • • . C Im •-• • • ,•;, • _„„, • . • , 7," • --. -1\,1, • The Oneonbusch Gawp Amite Cowling 101:03 Walt NON= ON* Svlb 201 balk VA 01119 • • • 1 ,./-- --- , , / / -- 1 1 ,_ i__•; ••Tr / `.-....:;:::!.. r• ., ; ) ' 1 7 l i ..' I -.4:.-. 1 ' - ' I .. • ', ' ) 1 :_ 7 ; ' 1 _— /.. (.1 (,_-'1 i . I 7 ' - 7 - , i + •-• I . 1 --' ( -- , - --- ; " ' /' • / 7 / , / '16 / • • „, 17 " '" 1 4 C;`',. 2 r 1 / , ,. 1-, f.,,' . ,- / 1 s„.. / , / I , r IINIMM OMIR 4.M..•111• 011=t •■• IMP 0■1.41■,01.! (Jr ;El e. T.:: 12 ) !\' • • ; "1/4 Fr -- 1 ( 2: ; ' __„ MM. IMO Mill Not. moo Po* 'rdior ortior raw moo -• % • ' 1 • • ( . e ; 1 . . . ,\ , . •- • \ , \ , , . _ . _ - - - • • 0- - - ' - • ! "I • --. 1 . . _ • --------- -1- , , , 1 - I \'7 k .r --;:-.:;\ 1 :- \ .., „_.,,,.,., ...,,: -.. -( — , .. ,'..-.,. , ., , \\ '''' ', , ! .. ‘ , 7' -7 , -‘, i 7.: 7 ‘ ): \ t ,'• • „, . • 1 , , \ ' - -0 - ---4; I I 1 N,. \ • s ..... ,;:. .- _ . ,., + : - - - • I AN • - I ; - • - 1 .1■••••■•••■111 111.1.• wilb-MIIR-01•11 ANEW 411111.•411M r• „ ' ;_.„• .. 7' - ; — 1 • ;- 7- • " r • • 2. 91 - • - • 1 , 1 ; j MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDMON CONSTRUCTION DOCUMENTS - APRIL 25, 2003 I.-. LT MIMI ' TA ; ?IT), 2r" •4 4141S NINO AIM MINIM Min_ REVISIONS 1 110 SEICIIIPTI1111 INIR: SEXI.11110 1 - • F ••• / • 4An ,"_7, (8" - •;• 'e.' . - • /7' ; IP Nit OEMIIP1141. '7 , A / .,- -7. +4% ,-- , _ ' • - . ' .1 • "' , 1 .4/ \\\ • / 7 ' --. .:.„-- /7 i ,s-; 4., 7 , Nt. / ; 7 ; , N . 1 i 71 6> , , 7o.„„, 7 7 5' i # N.. / 7, 7 / / : '., Na. 7 ' i , 7 , ,. / S., i •d ';' • • N.. 47.. / 1 // 1 %' 1 / 7 • UTILITY PLAN sails ri C( 11 / ,, • het 10 5 0 10 20 ••• -r• 7- 41111 404664, ' NOTES: 1 . SEE MEET C101 FOR OMR& NOTES, LUCID ABOREv1AT10NS. 2. OE "CET C101 FOR UTILITY NOTES. C261 rj cr, EXISTING AND O FRAM PAVEMENT SECTION NOTES : 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. CATCH BASIN INSERT (Th NTS 0101, C2�C3O1 nbbj MATCH DIST 2 T� OF 00 111 Somil Mon Nut MN, WaMrMon MiW f201) maws Fai goo (mow POI TC ELEV 0.50' SECTION NTS . e . FILTERED RUNOFF SEDIMENT CATCHMENT AREA NTS Mormon IOsmrrxic AMOOi loos Mruckell + CM Engines 1301 51h A Toms», SPAR 3200 Sulk M 0810 WONnon Mr Group 2329 Eat Woo ft !•a, VA 1S112 OVERFLOW PROTECTION ENG GRADE GEOTEXTILE FABRIC SEDIMENT ACCUMULATION U NOTES: 1. SLOPE 2.0% (TYPICAL) OR AS REQUIRED BY SPOT ELEVATIONS AS SHOWN ON PLAN. PUMP & MOTOR DIMENSION/COORD COW WALK AN SEE PLAN FOR DIM 3-.. 100, �... AS INDICATED) 12" PERFORATED PIPE TOP OF DRUM SHALL BE 3" MIN ABOVE GRADE PROVIDE SOLID COVER 1 2 WIRE TIES MIN WATER SURFACE EL NO PUMPING WHEN WATER SURFACE IS AT OR BELOW THIS ELEVATION ELEV DETERMINED BY EXTENSION OF 2% SLOPE TO MATCH THEORETICAL TOP OF CURB ELEVATION 2.0W NOTE 1 11 2 OR STEEPER OR WHERE INDICATED FOR USE ON PLAN BURY AND SHET BACKFILL POLYETHYLENE SHEET mipERv SURFACE SEE NOTE 3 /—PROVIDE 12" PERT M METER OF DRIAl WASHED GRAVEL WRAP WITH FILTER FABRIC 55 GALLON DRUM W/ 2 "DIA WEEP HOLES (7) C1o1, C20 C 1!i Grombusch Group Acouslicol Cowling 1E0 Wad Sidman SINK Sub 301 Sulk VA1 98119 ROPE IN LIEU OF ADDITI STAKES BURY AND BACKFILL SHEET W /COMPACTED WASHED GRAVEL TYPICAL TEMPORARY POLYETHYLENE SHEETING SLOPE PROTECTION NTS DISCHARGE NOTES: r OC * NOTES: 1. SHEETING TO COVER ALL BARE SOIL ON SLOPE. 2. SHEETING TO OVERLAP A MINIMUM OF 12 INCHES. SHEET S AG ANCHORS AT CENTER OF EACH AP. 3. MEN BOTTOM OF SLOPE DOES NOT ABUT AN ADJACENT IIPOiYl0U5 SURFACE, A TEIPORMtY COLLECTION SYSTEM MIST BE INSTALLED AT TIE TOE OF SLOPE TO COLLECT CLEAN RUNOFF FROM 7}E SHEETING. COMPACTED BACKFILL V2" R DIMENSION POINT ON PLAN NEW ASPHALT I- .... MN CONCRETE PAVEMENT NEW A6GREGATE BASE COURSE Mm INTO EARTH eiwc SINGLED POLYETHYLENE SHEETING PLACED$ OR � AT 20' OC p11101111 = IIIIffIIIII 0 p o a I :IIIII ASPHALT PAVEMENT JOINT DETAIL NTS BACKFILL WI COMPACTED WASHED GRAVEL 1" R TACK COAT TYPICAL CIP CONCRETE CURB DETAIL NTS SAWCUT -FU L DEPTH BITUMNOUS TACK COAT EXIST ASPHALT CONCRETE PAVEMENT z C101, C2 COW 1X3000 PSI (MN) EXISTING AGGREGATE BASE COURSE TO BE PROTECTED & REMAIN UNDISTURBED TO PREVENT LOSS OF DENSITY IN SUPPORT UNDER EXISTING ASPHALT FINISHED GRADE ELEV SHOWN ON PLAN COMPACTED BASE COURSE COMPACTED SUBGRADE NATIVE MATERIAL OR STRUCTURAL FILL 1 1. PROVIDE TRANSVERSE JOINTS AS FOLLOWS: CONTROL JOINTS - ALIGNED WITH CONCRETE PAVEMENT JOINTS - 7 OC MIN, 12 OC MAX, 10' OC TYP. -34" DEEPA" WIDE EXPANSION JOINTS - FULL DEPTH ALIGNED WITH CONCRETE PAVEMENT EXPANSION JOINTS - 37' -6 "OC MAX. - AT POINT OF CURVATURE AND POINT OF TANGENT 2. CURBS TO HAVE A LIGHT BROOM FINISH. AC PVIAT SEE PLAN FOR TYPES (7) T -133 PAINTED T-POST • 4' O.C. EROSION CONTROL FILTER TI F ---\\ n SILT FENCE NTS COMPACTED BASE COURSE CONCRETE WALK COMPACTED SUBGRADE. NATIVE MATERIAL OR STRUCTURAL FILL FINISHED GRADE ELEV SHOWN ON PLAN SINGLE SILT FENCE STAPLE OR WIRE RINGS (TYPICAL) IIIII_IIIII -= _ IIIII�IIIII— 11111 - 11111= 11111 -2-1111-- IIIII III CONCRETE WALK NTS SEDIMENTATION BARRIER ras AT LOCATIONS NOT CONTAINED BY CURB OR OTHER STRUCTURE 6" 12" MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION •CONSTRUCTION DOCUMENTS - APRIL 25, 2003 2"x4'x14 GA WELDED WIRE FABRIC ( 3." 0101, c2o ao 1 NOTES: 1. PROVIDE TRANSVERSE AND LONGITUDINAL JOINTS AS FOLLOWS CONTROL JOINTS - ALIGNEQ WITH CONCRETE CURB JOINTS - 3 OC MIN, 6' -3 OC MAX, 5' OC Tr OR AS INDICATED ON THE ARCHITECTURAL DRAWINGS. - HALF Y BETMEEN CURB WJ - TOOLED JOINT" DEEP, %" WIDE EXPANSION 110INTS - FULL DEPTH ALIGNED WITH CONCRETE CURB EXPANSION JOINTS - 37' -6 OC MAX, OR AS INDICATED ON THE ARCHITECTURAL. DRAWINGS. - AROUND FIXED OBJECTS - AT POINT OF CURVATURE AND POINT OF TANGENT 2. PROVIDE EXPANSION JOINT I ENN BACK OF MILK ABUTS FIXED OBJECTS 3. SLOPE VALK AT 2.0% ( TYPICAL) OR AS REQUIRED BY SPOT ELEVATIONS ON GRADING PLAN 8 0221, C303�C301 1 "x1 " WOOD STAKE •4' MAX OC CONTINUOUS 10" DIA PRE - MANUFACTURED STRAW WATTLE FILL VOID WI BACKFILL BACKFILL WITH COMPACTED NATIVE MATERIAL NTS REVISIONS AREA TO BE CLEATED OR DEMOLISHED NTS EROSION CONTROL FILTER FABRIC MATERIAL EXIST. GRADE TYPE I - 5" TYPE I - 6" TYPE I - 2" WIRE FABRIC COMPACTED BASE COURSE ASPHALT CONCRETE CI.ASS�� NO NNE. MANFINO se m SILT FENCE SECTION FINISHED GRADE SHOWN ON PLAN ELEY ON DIMENSION POINT : z 8" 1 ; BtAtY FILTER 1 I 1 FABRIC (TYP) L; •• 1 14,114 ek • IIIII'IIIII ASPHALT CONCRETE PAVEMENT 1)0 TIN N*: R' R1110 (7) AT LOCATIONS NOT CONTAINED BY CURB OR OTHER STRUCTURE 6: 12" IfII----IIIII= IMPORTED STRUCTURAL FILL COMPACTED SUBGRADE NATIVE MATERIAL OR STRUCTURAL FILL (7) 10 Nit N1K P110 12" MN QUARRY WALLS SOIL STABILIZATION FABRIC ROCK CONSTRUCTION ENTRANCE NTS CURB RAMP NTS SECTIONS AND DETAILS EXIST GRADE — STRIP 12" MN EXIST MATERIALS (" CqC WPJ TYP DDIIM/COORD PT ON PLAN TRANSITION MAX SLOT 1V:1211 (TYP) le MANSION JOINT SIM Cy CEr r . C301 RETAINING WALL SCHEDULE HEIGHT ( M ) DIMDISION ONCHES) REINFORCEMENT S T UY '' +30" 4" 18" THROUGH 24" O'TO3' - 6 ' 8 T 9' +4818 1 4818 3' TO 5' 6 8 16 9 14818 14812'14812 14818 5100 6 8 12 7 TO 9' 6 8 _34 61 12 0 6812 0 6812 PIPE DIAMETER' MAX 'A' MIN 'B' 8" AND SMALLER b' +12" 4" 10" TROUGH 16" '' +30" 4" 18" THROUGH 24" (1.5x'')+18" 4" 30" AND LARGER (1.5x'')+18" 6" a• r rc r • nbbj 111 soon Akan Sliest ONION, YwMlIponN101 PM po4 e21-2o0 cHAIFER W _SEE LOCATIO�IIS IN FACE OF WALL wsEE GRADING PLAN *4 ' 0 4 812" FINISH GRADE SEE NOTE 6 RETAINING WALL DETAIL NTS : U DIWCOORD POINT ON FACE OF WALL RAILING OR FENCE WHERE OCCURS - SEE ARCH CONC WALK FINISH GRADE BURIED WARNING AND IDENTIFICATION TAPE TOP OF SR UHGRADE Z REINF *4112" BACKFILL COMPACTED IN LIFTS AS SPECIFIED DETECTION WIRE PIPE BEDDED FULL LENGTH OF BARREL BEDDING MATERIAL FILTER FABRIC Y REINNF VVEL 6" / PERF PIPE SLOPE 025% MM[NN, I S PIPE BEDDING & TRENCH SECTION, NTS C241, C26 Group The Gresnbusch Acousgal Cowling 1900 Wog Iliderion Mint, bib 201 Seas, WA 98119 12" PREMANEACTURED DRAIN BASIN C OORD PT O PLAN IE OUT IE IN AREA DRAIN NTS 12" SQUARE DUCTILE IRON GRATE FINISHED GRADE PROVIDE INLET AND OUTLET ADAPTORS AS REQUIRED DIA AS SHOWN ON PLAN NOTES' 1. SEE PAVING PLAN FOR W .L LOCATIONS. 2. WILL SHALL BE CONSTRUCTED AID HAVE 28 DAY DESIGN STRENGTH PRIOR TO BACKFILL OF WLLS. 3. BOTTOM OF FOOTING SHALL BE CAST AGAINST COMPACTED SVBERADE. 4. FACE OF FOOTING SHALL BE CAST AGAINST UNDISTURBED SOIL. ADDITIONAL CONCRETE SHALL BE USED TO FILL ANY VOIDS BET EN FACE OF FOOTING AND UNDISTURBED SOIL. 5. H DESIGNATES TIE DESIGN WXIRA HEIGHT OF RETAINED SOIL. THIS VALUE SHALL NOT BE EXCEEDED. 6. PROVIDE COfMER BARS TO MATCH LONGITUDINAL RE IWORCEIiENT TYPICAL ALL CORNERS. PROVIDE LT LW. 7. PROVIDE VEN EED PLANE JOINT (VPJ) AT 20' -0" ON CENTER UNLESS NOTED OTHERWISE. ( "2" C30Q1C302 8. PROVIDE V' VERTICAL EXPANSION JOINT AT 40' -0" ON CENTER UNLESS NOTED OTHERWISE. 9. CONCRETE f = 4000 PSI. 10. SEE SO.02 AND SO.03 FOR REINFORCING BAR DEVELOPMENT LENGTHS AND ADDITIONAL STRUCTURAL NOTES. 11. EXTEND MOIL CONCRETE OVER BUILDING FOUNDATION TO MEET FACE OF BUILDING MOLL. 12. MOLL HEIGHTS SHALL BE BASED ON TOP OF WALL ELEVATIONS SHOW ON SHEET 02.31, THE BEER/WITHINGTON LANDSCAPE DRAWING, AND THE ARCHITECTURAL. ELEVATIONS. 13. TOP OF FOOTING ELEVATIONS SHALL BE BASED ON FINISH GRADE ELEVATIONS AT TIE FACE OF THE MOLL AND THE MINIMA SOIL COVER REQUIRED OVER THE FOOTING. 14. AT 12" THICK MOLL LOCATION, ADD FACE STEEL IDENTICAL TO STEEL SHOWN IN DETAIL WITH 2" CLEAR. 15. AT 12" THICK FOOTING LOCATION, ADD BOTTOM STEEL IDENTICAL TO 2 REINFORCING. NTS PLAN SECTION ( em cal.,,c CONCRETE RUNNEL MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS •APRIL 25, 2003 ADD BARS SALE SIZE AS HORIZ BARS S TWICE HORIZ BAR SPCC KEY I CONST JT FORM 8 REMOVE �T CCU IS PLAN FOR SINGLE LAYER REINFORCING CAULK IF RECD BY ARCH T/4 PLAN FOR DOUBLE LAYER REINFORCING REVISIONS FORM eREMOVE ,� AFTER CAST ooMC is � BY ��F eau TYPICAL WEAKENED PLANE JOINT FOR CONCRETE WALL NTS 1 CUSTOM RUNNEL DRAIN GRATE ( NTS CITY OF TUKWILA STD PLAN NO. DS-3, SIM C231902 03-1 MA M1Ir= mono CUT 501 OF HORIZ BARS S LY ALL WP JOINTS KEY WHEN LOCATED W CONST JT NOTES 1. REQUIRES CUSTOM FRAME. CUT 501 OF HORIZ BARS I ALL WP JOINTS p r-EKT FACE NO OA/I= OtlAO/TI011 e-- BARS AS NEEDED p r FACE l� CUT ALL HORIZ BARS ON THIS FACE lA OATI= OISO MrTIO IJ 1 SECTIONS AND DETAILS VP EA LAYER OF LONG FIG REIN, FACE OF STEPS SHALL BE CAST AGAINST UNDISTURBED EARTH. IF EXCAVATION RAVEL% emu wi cac *EN FIG IS CAST. TYPICAL STEPPED WALL FOOTING ri% 0302 .s, 111 laa,Ma1on Out mow., wM wnionma �poea143oo TO BLDG FACE OR END OF ATE r - 4r � � a WALK lagruson IOsrrrnoic AwocisMN 1301 1111 AMA, bib 3200 ., M 95101 Mows Design Ovoup Landow Axle** 2321 East Alidion Mirr, wN 01112 S WRAP SLAB REINF DOWN INTO THICKENED EDGE 2320 ■ 1 LIMITS OF GRASSCRETE REMOVAL VARIES SECTION - THICKENED EDGE NORTH PATIO ( The Gmsnbusch Group Acoulical Cowling MO Walt Nidnoin BMMt, Sulio 201 asses, IA MI 6" MATCH EXIST GRADE cONC WALK SECTION 12" NOTES: 1. SLOPE 8 :1 *ERE INDICATED ON PLAN. SECTION NTS LIMITS OF GRASSCRETE REMOVAL 1- r T r '1 /r / ALTERNATE #1 PARTIAL PLAN n 1" z 10' C211, c221Ic303 VARIES ! i' Ni, -'--I� i 1 !! i_ I j _1 . f"� i ( ;' j 6" -+ MATCH EXIST GRADE MUSEUM OF FLIGHT EXPANSION swift, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS -APRIL 25, 2003 " r ) 1 �. 1• t. r 1 / \ REVISIONS WORK; ALT .11 SECTION NITS 170 iii•P2 Ile N*: IL flog -` VARIES REMOVE EXIST PAVERS ;_ � ,•, � , T YP TE NEW CONCRETE CCNe1tTE WALK a 11� Mat R'.EgRm FLAGPOLES TO REMAIN _ -- - - -' TYP . L .1111111. .w MN. •• u.rt111111111 LIMITS OF GRASSCRETE REMOVAL (T) C2,31 a� 10 5 scale 0 NO 011E1 OE flO mow Apo* NE= Imo wor • .• . • ww. r.� �,*. w 7 ""1"'"""" wrr 7+r + ' werr.rrsirw.�r1~► 1! � - 1l y 1" =10 10 SIND 20 feet SECTIONS AND DETAILS i 1 , Fi 4 /' PERIL, ` Eti - C303 0 nbbj 111 Souls Admen Streit Salle, WaMAlg on 96104 (206)123.5666 Fix (206) 621.2300 I r gp II =1 —`n �I •r= u- a =u -1l" II� I� =11 11=11 II_- _ . I 11 = DECIDUOUS TREE PLANTING NT8 SEED LAWN, SEE SPECIFICATIONS SAND FILL GR4661RING6 MAT RAKE •4Y1DROGROW CRYSTALS INTO TOP 3" OF GEED ROCK • 10 LIBS. PER Ism SF. • Magnusson lasmancic AssodaNe Sisal + CM Engineers 1301 511 Menus, Sunda 3100 Sedge, WA 96101 Memo Nip Gimup Landscape Wilma 23a East Minn 9L 9saMs, WA 96112 BROADLEJ rREE 1/2- D 14. SLACK RUMMER HOSE 12 GA. WIRE (3) 2)(2 IAM•FIR STRIKES INTO SUAGRADE 1 . I 1 ' 1 .I NIP I ®. 61111 1 NO I NEI IMO . I C Ire. SPECIFIED MULCH FINI6I4 GRADE PULL BURLAP COP TOP 1/3 OII' ROOT$ALL big," MINUS CIRIANED ROCK, INSTALL N LIFTS OF 4" OR LESS, COMPACT TO se.% COMPACT 8UDG BADE TO 55% REINFORCED GRASS PAVING mB = IMPORT TOPSOIL (SEE SPECS) UNDISTURBED NATIVE SOIL OR CCt IPACTED PLANTING BACKFILL BREAK UP SIDES AND eQTTOM OF PIT 0 0 The Oresnusch Group Acouslicri 1900 Wet Nick SINK SuNO 201 Sues, WA 96119 0 SHRUB PLANTING 0 PLANT `wJSS AT SAME GRADE AS NURSERY FOLD BACK OR RlMOv! B URLAP IFINISW GRADE SPECIFIED MULCI.I IMPORT TOPSOIL (SEE SPECS) PLANTING B4CJCGILL ▪ 4111 OR CONTAINER 4$ SPECIFIED UNDISTURBED NATIVE SAIL OR COMPACTED PLANTING BCCKPILL SCHEMATIC LANDSCAPE SCHEDULE- (SHOWN AT 3/32'•1'-O') Symbol Nees Mini Ss a CondNw Trees Existing Tree Qeadvir True - Jrn Roar palmetto / Japanese Maple Medium Ilbvwrilg Evergreen Shrubs Rhododendron 'Uilipk*' AUMises No Nandi* domestic* 'Compacts' / Maw* Bamboo Viburnum tines 'Spring Bouquet' / Lk/winos Berberte x glatdwynsnis Perry' / Barberry Berbsrb t Time Glow / Rose Clow Barberry Low Flowering Evergreen Strube Azalea 'Glaoisr / Winds Azalea Escalorda 'Newport Dwarf / Esoalonla Large Oniarnsnal Gramm Phorrii an 'Dark Dwight' or 'Rubrun' / New Zealand Flax 8mM / Mean Ornamental Grasses: H elatotrkahon eempervtans / Niue Oat Grass Carex m. 'Variegate' / Variegated Japanese Sedge Evergreen Gro ndoover Euonyn* White! 'Emerald Gaiety / Var. Euonynrus cal ma iamb '.LK Hermon' / Pink Heather Viuca minor / Periwinkle Fragirls droens / Barren Strawberry 0 INSTALL _(1) TRASH RECEPTACLE HERE MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION •CONSTRUCTION DOCUMENTS - APRIL 25, 2003 MORNS TICE to save and protect i�etsl oorrreot guying per detaL T-4° Caber or AArld -Stem specimen as approved upright green tree form mill. S' -117 ht, wall branched 24'-30' Bpd, M fogs 21- 24" ht, Mfoliage 21'-24" ht, iii folage 21 sod, fug folege Mn 21 height & 1S' spy, full and bushy, spacing as shown on pin. W" -21' spy, hid folsge W-ar Z %I foliage 10 gsl. cant, mkt. 38" stpd, eminent 2 gal coat, approx. 24' o.c. lid, 1 gal cant approx 20" a/c. full, 1 gaL cont.; approx. 18" orc. full, 1 gal. cant 0 24" QC. full, 1 gal. cant 024 "O.C. VINCA GROUNDCOVER T4- 4fi2OUGI-4OUT BEDS. 0 0 0 ACCENTS EAC1 --1 AREA: 5 M.D. 18 DI. G N OD L PREP 15 MIS OF A. rM s� API ea Aoosr Pterrlil AJt AM. reams Ironse' / Carpet Bki{�e Bsrgsnis OL Dirrwa s pJ Cottage pinks M.D. Marguerite Daley. ''Conlpaot Lace' peyll Lawn - Sod Lawn Is Mee lid (Alleviate Sid Seeded In Mu of sodded Iawn) fei (uroed Grass Pa • - Mt. Mid 414 AsalIrlas spring or SINVIM i+etaletlat AMMO spring or a s n1er iletalellOft see specs see specs. l' - 2 See spe0N10etions for Whom rsoiremments Mss bid Ws pI ss W eft. not soospad y sodded lawn. Sse nobs on pima. LANDSCAPE NOTES 1J ALL PEW LANDSCAPE AREAS WLL BE WATER WITH A WATER-CONSERVING, AUTOMATIC 1114IGATION SYST94 SEE SHEET L200. 2.) INSTALL 2' DEPTH SPEWED BARK MULCH N ALL PEW LAP SCAPE AIEAS. 3.) PROVIDE A 2' MULCH SMCLE AROUND Al TREES PLANTED N LAWN AREA& 4.) WERE GROLAIDCIOVER IS TO BE PROVIDED, NSTALL AT SPECIFED 9PACNG, INCLUDING UNDERNEATH DEATH TREES AM LARGE SIB 6.) ALL PLANT 9UD871111TE8 SHALL BE PM-APPROVED BY THE LAND. ARO( 8.) CROWN MOH GRADES N NEW PLANING AREAS A MNIMUM OF d', OR 2% SLOPE MNIMUIA MUM POSITIVE DRAINAGE N ALL AIEAS. 7.) FEE MADE TO FEATHER GRADES BAck NTO DOSING, N SMOOTH, EVEN MOWABL.E TRANSITIONS,, AS APPROVED. COMPACT GRADE TRANSITIONS AREAS, ESPEGALLY AROUND EDGE OF EDBTNG GRASNCiETE, TO WINK ZE SE . TTLEM EIT PROBLEMS. 8.) REFER TO SPECFICATIONB FOR ADDITIONAL RE a: /A a r m 0 :I' . • a Cr(' lit • ^ r: rig APPROX. LI ITS I F NEW LAWN, INCL DING 6 " NEW IMPORT yTOPSO I L ND FINE ,4 NG. ( EW ___AWN A D OIL P EP IS REQUIRED I 5 OF D15 -TURN CE, T''►' 1 , =� � ►IR FORCE ONE � EXISTING CANNA. , 4ND CsRASSCRETE r. _TO REMAIN, SAVE AND PROTECT. .0E-PAIR RUTS AND BAS SPOTS "t' t1 TOPSOIL AND -- rr . O RSEEDIN' . 7 ism° s• i° a' ��i• s�' i• ��q • a w �► • i�����lR�•�•�1•A•ao • • io o� • ! • ! • !!r' • � • o • •� s • • s •• • !•!s!•!•!, !!s@ o!!!w °iI��o r!ee N ,�q els w • • o w e e os • oo • o • oo w w s a o o ° elo w 'i' ew +� p ee' � 4• d �!o! °! e! ° e ° • ° � •,•� °r °! •! • •' �! s! e e � i • e ° � °! • i e!o a s 4 e� l�.lwlo * ! G f *!!!e!•l*+ /ololoo o "� *o e / /e! • ��i o'�w•• • 0"•6+ mss• + sw +www•w•s•wa +•a• +•i..�. • s• aawrs� � • ��:-.0:7 weow +� +•s� +�e�•� +�� sw+ • 14w •4si� i'•si *osw9 ,�•s�i�n,� • wso ••�i•owo• + sw�•�i +/ � �` ° ii i% ! ° s is �i i�S� i % % %e %$ � � � i i . a % ��iw �yo. NO GROUN REQUIRE APPROX. SOD LA (7" NEW TOPS GRA e► I N'- LA ►� �`q CCENTS: .D. S.B. 10 A.R. APPROX. LOCATION OF EXISTING STEWARTIA TREE TO SAVE AND PROTECT. CORRECT STAKING, PER DETAIL A. INSTALL BIKE RACK ON CONC. FAD, VERIFY LOCATION OWNER'S REP LAWN, FINE E, SOIL PREP 5 T1-4I5 AR 41111111=111 MINIMUMS'. / / / 0 I:)0,34r / / / / / / / / / / / Gss es/ G se / AIN CONIPIOINI NO sr _I_. 4■1. ; LOBBY EXPANSION PLANTING PLAN ■IMMINNO ■••_ , , o r , W 6111•111. 0■111111■ 111 / SCALE 1/16'4-0' q, / BASE BID: P '.EPARE PLANTING A A, FINE GRADE, SO ,IL PREP AND SOD DTI -�1IS AREA. ALTER TE BID. ' 15: SEED kIS AREA (IN LIEU CSF SOD). 4LTERNATE SID "14: / PROVIDE REINFORCED GRASS PAVING TI -11S AREA, INCLUDING SOIL / PREP, AND SEED. .(GRASSRINGS 2 - SEE SPEC.'S AND DETAIL C TI-415 51 -BEET) / / / / / / / / / 1113SIANI DM GROUP: MUIR 11111111111111 1111111, 11111111124111 PI Wag. L100 / PINISH GRADE - 640U6 or LAIN HEAD top FLUSH IyiilNi`H GRADE — III USE E10TTOM INLET oNLY Pvo 11.11111*. B SIZE A$ INLET D" X 3/4" S)CH M NIPPLE PVC LATERAL b1,,.I .Isp01 per MorcI(IG.elonl NOTES. 1 TEMPORARILY CAP RISERS FOR PRESSURE tEStIN6 2. SEAL ALL JOINTS) w/tEFLCN TAPE ON MALE Ti4READS ONLY. 3. DO NOT OVERTIGLITEN GALV. to PVC JOINTS. 4. ALL THREADED PvC PIPE SHALL BE SCH SO, ALL PVC FInINGS SHALL BE SCH. 4O. III. NO CLOSE NIPPLES PERMIttEP_ O. ALL PlinTINGS and PIPE SAME dia. AS IP$. FEMALE C<CTION OF SPRINKLER HEAD or Q.C. 1. STALL S)o PIPING WILL NOT CONTACT LATERAL.. ELEVATION • tw c4 to NIPPLE 3" LONG (2) PVC ST. ELLS S I.a Etl LATIN HEAD PLAN —NOTE. EXISTING CONTROLLER TO REMAIN OPERATING THE AIR FORCE ONE LAWN PANEL AREA 16 LOCATED IN THE MECHANICAL ROCI 1 AT THE SOUTH END OF TI$ BUILDING. VERIFY WITH MUSEUM FACILITIES STAFF. 0 nbbj 111 South Adam Sent �08� 98104 Fax (208) 8214300 (2) tWxTi1 SCN AS ELLS x 3/4" SCH SO NIPPLE or (2) MARLEX STREET ELLS w/o NIPPLE SGH 411D TH*TH ELL or MARLEX STREET ELL PVC TEE or ELL, BUSHING AS REQUIRED. LAWN / SHRUB HEAD Mopwsson Klemm* ANot ss Structural + CM Engineers 13015th Avenue, Sub 3200 See*, WA 96101 WNW Design amp Lendscepe Architecture 2329 East Milton St. Mlle, WA 96112 PVC TEE or ELL. WITH DUSI-IING AS REQUIRED. PVC TH X TI-1 SD dig. ELL PVT: TN SCH $0 NIPPLE 8" LONG MN. 4" PVC. SCH 80 NIPPLE 11" X 17" VALVE BOX, INSTALL FLUSH wl FINISH GRADE. FINISH GRADE PVC BUSHING MAINLINE CONTROL WIRES AND SPARE, TAPE TO BOTTOM OF MAINLINE -TYP. PVC UNION INSTALL 3" DEPTH MIN. OF we DRAIN ROCK IN BOTTOM OF VALVE BOX. NOTE: 1. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. The QIs1614ch Oral Acoustical Consulting 11900 West Nickerson Strut Suits 201 Salle, WA 96119 REMOTE CONTROL VALVE NTS 0 0 0 0 0 0 0 NOTE: ALT. BID M INCLUDES DEMO AND SAVE AND }PROTECT EXIST. IRRIGATION IN THIS AREA. NEW PAVING ALONG BUILDING. SAVE MADE ALL NECESSARY REPAIRS FROM CONSTRUCTION AND PROTECT EX. IRRIGATION, TYP. DAMAGE, tYP. SEE NOTES FOR ADDITIONAL REQUIREMENTS. \ AUTOMATIC CONTROL VALVE CONTROL WIRE w12 It COILED IN BOX III II I 17 FLOW SUPPORT VALVE BOX WITH (4) BRICKS -TYP. PVC S X TH ADP. DISC FILTER (DRIP ZONES ONLY) 1 I .il .11 MEIN IIA* I II' FINISH QUICK PVC EON. M NIPPLE S" Inn. LE WIN Pve MANLIKE burial depth per opoolflc3tlon. t•vC TW X TH 11f dee ELL (No mu? ELL) ELEVATION PVC TH SCH TO NIPPLE 3" LONG (2) 6ALv. ST. ELLS COUPLER PLAN QUICK COUPLER VALVE NT8 \l" — Ire 1111•111111 v MIME • 14. ■I ■I is II II ■1 II ■I ■I II II II 11 11 II SI II SI ■i 11 it /I 11 11 II II II II II II II II N 11 11 it P II 11 II II II II II II ■I II II II II II ■i I! ■I II II II II ■I 11 II II II II II IIaUI 11 II ■I II ■I ■I II II II II ■I II II II II II II II II II ' II II U! Ii II II II II ■I ■I ■I II ■I 1I !I II II II II II 11 111 II II II ■! Si II ■I II II II If If JI II II !: UI 11 II II 11 II II If 11 II ■I NEW LATERAL LINE WITH HALF HEADS PROVIDE NEW HEAD OR RELOCATE EXISTING, TYP. MATCH EXISTING HEADS AND PIPE SIZE_ SEE NOTES``. yy _ CONNECT TO EXISTING MAINLINE TO REMAINN \ , GAP AND IRIEltiOvE MAINLINE UNDER LOBBY. APPROk LOCATION OF EXISTING • • VALVE RELOCATE INTO NEW IlLANTING CET . VIDE NEW VALVES IP EXISTING N FUVCTIC:NING. RECONNECT TO AINLI AND LAWN LATERALS , REVISE EXISTING HEAD TO 3/4 SPRAY PATTERN TO MINIMIZE WATER OVERSPRAY. APPROx. LIMITS OF NEW WORIC / DISTURBANCE PER CIVIL. FIELD VERIFY -EXISTING CONTROL VALVES. RELATE \ 1 /4 INTO NEW PLANTING BEDS. PROVI NEW IF EXISTItNG ARE NOT L TIONING. 3/4 I REGONNEGT TO MAINLINE AND LATERALS AWrII V � 1 w I /4 11 I 3 /4' �• ; � INSTALL NEW SLEEVES WHERE HARDSCAPE WILL BE ADDED N a N moso m — — our NEW 2" MAINLINE (/ PROVIDE NEW HEAD OR RELOCATE EXISTING, TYP. \ MATCH EXISTING HEADS AND PIPE SIZE. SEE NOTES. 0 1 1 \1 / ANOWIW /moNommWr Mr,r�wNWwMMMMOra , w� viN,w wr.IAlowWwwww.......m www.. -4(41 t ISNw 0 EXISTING LATERAL TO BE AdANpOED, TYP. AMETEK 13-1/4" POLYINI N X, TOP SECTION, 111141411 AS IRoarIIRD 41041.V. NIPPLE VARIAkf LENGTH AS IRQUI01111D (2) 4ALV. ELL W (I) SC►L ea SHORT NIPPLE. (NO MA1R EX). PVC TEE .r ELL, 1W SUSMP4 AS RIICiJI1SD. PvC TEE or ELL. WITH RUSHING A& 1196111 D. PVC 114 X TH 1110 Am. ILL PVC TH SG-1 SO NIPPLE Ill" LONG 00 0 IRRIGATION LEGEND *Mid • Ill 0 QS be O n1 ED 0 NO SYMBOL MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 Nom ROTOR SHRUB / LAWN HEAD SHRUB / LAWN NERD 61-RU8 / LAWN HEAD STRIP SPRAY CONTROL VALVE EXISTING CONTROL VALVE EXISTING HEAD EXISTING CONTROLLER IIJ11C11 sot sr 40 sec Mnr.a.. / oa Ma HUNTER 1- 20 - AD6, 346 - POP UP I.0 NOZ. -PULL- 46' R 40 NOZ. -HALF- 43' R 20 NOZ. - QUARTER- 38' R RAINBIRD 180X - U15 SERIES (1604 -LAWN, 1604 - SHRUB) RAINBIRD 180x - O6 SERIES (1SO4-LAWN, 1601 - 6HRUB) KAINBIRD 180X - 05 SERIES (1806-SHRUB) RAINBIRD 180X - 15E$T, 15887 (1800 SHRUB) RAINBIRD 100, 150, 200-PEG / CONNE ,ZONE WI RES , TO WIRES STUElE OUT FROM PHASE A- I. CONNECT TO EXISTING PHASE A -1 MAINLINE STUBOUT. REVISIONS MIMED tME STAINLESS STEEL RISER 50 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A, TIa16 SHEET. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A, TINS SWEET. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A, T1415 SWEET. 30 PSI ADJUST RADIUS AS REQUIRE=D, INSTALL PER DETAIL A, THIS SWEET. 30 P61 ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A, THIS 514EET. PLASTIC CONTROL VALVE, INSTALL PER DETAIL B, T1-115 SHEET. EXISTING CONTROL VALVE. SEE NOTES FOR ADDITIONAL REQ. EXISTING IRRIGATION HEAD. SEE NOTES FOR ADDITIONAL REQ. EXISTING PHASE A -1 CONTROLLER SEE PHASE A - DRAWINGS FOR LOCATION LOC ATED N CH. ROOM OW S APNEA. ``"��• VERIFY WITH MUSEUM FACILITIES STAFF. MAINLINE AND = EVE 4. CONNECT ZONE WIRES TO WIRES STUISBED OUT FROM PHASE A - I. 1 /4 / / /47 CONNECT TO EXISTING PHASE A -1 MAINLINE STUBOUT. / / / / NO: DATE: DESCRIPTION: RO: DATE: DESCRIPTION: / NO SYMBOL EXISTING METER AND POC 1 W w Q QUICK COUPLER - gm as MAINLINE SLEEVES / PER PHASE A -1 / / LATERALS 10) REPAIR DAMAGE TO EXIS CONSTRUCTION OPE I�,IAT4OMS. NO: DATE: DESCRIPTION: / lanulsobirer / 081 NO. 0SS RAINBIRD lh RC INSTALL UJ'4ERE S+- lOu.s1 AS PER DETAIL. C. 55K - KEY PROVIDE (2) KEYS AND (2) ELLS. 644-2 SWIVEL I-IO6E ELL PVC -CLASS 200 PVC -CLASS 200 PvC -CLASS 200 Ex. LATERALS TO BE ABANDONED VALVE NUMBER VALvE SIZE r ' IRRIGATION N6TES /!RIPY N LAON PRI OR TO „4,4411K. SEE Pk46 E A A - D I DRAWI FOR LOCAT :ON INSTALL WHERE INDICATED ON PLAN. SIZE SLEEVES PER PLAN. MINIMUM 2" SLVS. DEPTH AS REQUIRED BY PIPE WITHIN. CAP AND ABANDON, WHERE 5I lOWV. FIELD VERIFY / r CIF 67/b b ' , 3/4s , STATE OF W OLIN CEP IPICAlE PIQ *1 :LOBBY EXPANSION , IRRIGATION PLAN SIZE AS PER PLAN, MIN. 2" SIZE. SIZE AS PER PLAN, 3/4" MIN. UNLABELED PIPE SECTIONS TO MATGW THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4 ", 14) REFER TO GATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 0 2 3 SCALE 1/16'IT-O Er J 101 ANITREME AXIS L ADS IS ALLOWED IF HEADS ARE IN VERY CsOOD CONDITION, RETURN ANY EXCESS XI ING SALVAGED HEADS TO OWNER \ /) FINISHED IRRIGATION SYSTEM SHALL BE A COMPLETE AND UNINTERRUPTED THROUGHOUT. EXISTING IRRIGATION Sl ON THIS PLAN IS PROVIDED FOR REFERENCE FRptrt MUSEUM DRAWINGS BY OTHERS AND HAS NOT BEEN FULLY FIELD VERIFIED. CONTRACTOR IS TO EDULE SITE VISIT WITH OWNER'S PRESENTATIVE, PRIOR TO ANY WORK, TO SURVEY BOTH EXIST SYSTEM TO BE DEMOLI D AND EXISTING SYSTEM TO BE RECONFIGURED. CONNECT W MAINLINE TO EXISTING AINLINE IN APPROXIMATE LOCATION 51•4OILN, AND ADJUST AS '. QUIRED. ' CONSTRUCTION 0/ THE IMPROVEMENTS SHORN 0 ORN ON THIS PLAN REQUIRES CONNECTI TO, AND ARTIAL DEMOLITIp.I OF, THE EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL AKE ANY REQUIRED MODIFICATIONS TO LAYOUT SHOWN TO CONFORM TO ACTUAL .45- BUILT LOCATIONS OF EXISTING SYSTEM COMPONENTS TO BE RE -USED. 3) - VIQZ TEMPORARY SERVICE AS REQUIRED TO PROVIDE CONTINUOUS SERVICE DURING INSTALLATIO�'Fi9..WATER ALL LANDSCAPE AREAS TWAT MAY BE AFFECTED D RING CONSTRUCTI IDE PERMANENT ADJUSTMENTS TO THESE ZONES TO IN THAT ALL ISLANDS PLANT NG AREAS RECEIVE WATER. HAND WATER ANY AREAS TEMPORARILY THAT DO NOT CEIVE,.JIATER DURING PROJECT DURATION, SYSTEM READJUSTT NTS AND CONSTR SEE SPECS FOR ADDITIONAL REQUIREMENTS. _""_ 4) OVE ALL IRRIGATION PIPING, SLEEVING, AND DRIP SYSTEMS IN AB • IPONED. EXISTING VALVE AND WIRING MAY BE REUSED FOR EX D CTS OR DAMAGE. PROVIDE NEW WATER TIGHT SPLICES WHERE D AGE TO EXISTING WIRING, VALVES, AND PIPING AS A RESULT STRUCTION OPERATIONS. FOR CONNECTIONS BETWE ExIST. GALV. LINES AND NEW P't LINES, DEMOLISH EXISTING I SACK TO NEAREST FITTING OR CLEANLY CUT GALV. LINE AND THREAD, OR USE A CLAMPED PRESSURE FITTING CAPABLE OF WITHSTANDING .4 MODIFIED PRESSURE TEST FOR THE EXISTING SYSTEM, SEE SPEC.'S. REAS TO BE TING ZONES IF FREE FROM APPROPRIATE. REPAIR DEMOLITION OR (RING, VALVES, AND PIPING AS A RESULT OF DEMOLITION OR 11) II INSTALLATION OF TN ' WORK NOTE ANY LOCATIONS OF EXISTING IRRIGATION I �TRUCTURE AND CLEARLY NOTE ON NEW AS - GUILTS TO INCORPORATE ALL IRRIGATION ON PROJECT FOR OWNER ) AFTER INSTALLATION OF THE NEW IRRIGATION RUN THE ENTIRE SYSTEM THROUGHOUT THE SITE 0 MAKE SURE THAT THERE IS CONTINUITY TO ALL ZONES AND FLUSH THE ENTIRE SYSTEM AS WELL MAKING SURE THAT THEM ARE NO CONTAMINANTS WHATSOEVER IN THE NEW OR EXISTING PIPING. 13) IDENTIFY WIRE RUNS FROM EXISTING CONTROLLER TO ABANDONED ZONES AND PROVIDE ONE LOCATION FOR A CE 5Ox FOR THESE WIRES. PROVIDE NEW CONTROLLER IN APPROx. LOCATION SHOLUV SI4O 4 ON PLAN. EXTEND WIRE RUNS FROM EXISTING ZONES TO EXISTING CONTROLLER AS N CESSARY. L200 SET NuMSER a+► to, ,AY 1 2 Paw cam 6) DURING INSTALLATION OF THE WORK NOTE ANY LOCATIONS OF EXISTING IRRIGATION 1 TRUCTURE ENCOUNTERED AND CLEARLY NOTE ON EW RECORD DRAWINGS TO IN L IRQIGATION ON THE PROJECT FOR R USE. ---- ---- -- '1) WHERE SLEEVING IS REQUIRED ACROSS EXI I LT SAW CUT AND EXCAVATE A SMOOTH, STRAIGHT EVEN TRENCH. AFTER INSTALLA ION OF THE } ToTKIG OR WIRING % MODIFIED REPLACE WITH SPECIFIED MATERIAL AND COMP TO MINIMUM 95 PROCTOR METI EPAIR.. ALL ASPHALT IN ACCORDANCE WITH CIVIL PLAN AND DETAILS. 8) LOCATION OF IRRIGATION MAINLINE, LATERALS, SLEEVING AND VALVES ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLE°$ SLEEVING IS SHOWN. MAKE MINOR ADJUSTMENTS AS REQUIRED TO COORDINATE WITH AS- BUILIT`' DIMENSIONS AND CONDITIONS. 9) REPAIR ALL PLANTING AND LAWN ARES DISTURBED BY MODIFICATIONS TO EXISTING IRRIGATION SYSTEM, SEE SPEC.'S. EISIIAN DESIGN GROUP; WINCE IN HEWN IIIMINNOLOIN !; nbbi 111 9ouh Jackson 81wt 9 (208 ��, WrMMigbn 98104 ) 223455 For (20101214300 FINISH GRADE - SEE CML. GUARDRAIL VERTICAL SUPPORTS SLOPED ONLY AT TWO ENDS OF GUARDRAIL CLOSEST TO LOBBY. NO SLOPE AT SIM. 6' x 1 1 /2" x 3/4" STL FLAT BAR, GALV; FASTEN TO CONC CURB OVER LEVEUNG GROUT w/ (2) 5/8' DIA DICA, EACH CENTERED 1' FROM EDGE OF PLATE, TYP I Alagnuesen KisramCIC Aesecialse 9 * CM En 1301 eI Av Ii, Stam 3200 Salle, WA 91101 Weisman Design amp Landscape AnNisclure 2329 East Madison 9t Sues, WA 98112 F TYP. SITE CONC. WALL AND GUARDRAIL ELEVATION SCALE: 1 1/2" = 1' -0 saWomp 2 4 r • • BUILDING RESTRICTION LINE (PER K.C. AIRPORT RECORDS) 5' -0" OF EQUAL DIVISIONS THOF RAIL, TYP The Onienbuwoh Group AMOCO Consoling 1900900 West Nickerson Met Sunk 201 Seas, WA 98119 EXISTING MUSEUM OF FLIGHT BUILDING • r_�_ `` 1 ` .• •Y •y • r y h . .•. , �7ti vs ., 11' l • ..,.yr •. /J������//,,,y,��,/��,,,w.��,/,SS • '• : . w • EXIST1iiG.•�RfAIGUL1IIR COVE • - • ,• . . .ALTERNAlg•BID. II; , • . .: eAVMIG TOP t E EIISflNc..•P i11ERS' 27" 1W. DI 6 ri • 0 T tq • EXISTING SITEWORK REMAINS, TYPICAL 3/4' X 2 1/2' STL FLAT BAR, GALV 1 "X21/2" STL FLAT BAR, GALV; SPACED 5' -0" MAX; IN EQUAL SPACES. 3/16' SS CABLE THRU 3/8' DIAM HOLE - NO CABLES OR HOLES AT SIM. PROTECTNE RAIL V 6' x 1 1/2' x 3/4' STL FLAT BAR, GALV; FASTEN TO CONC OVER LEVEUNG GROUT w/ (2) 5/8' DIA DICA, EACH CENTERED 1' FROM EDGE OF PLATE, TYPICAL. 1/2' CHAMFER, TYP - NO VERTICAL WALL OR CHAMFERS AT SAL PROTECTIVE RAIL GRADE ELEVATION VARIES TYP. WALL AND RAIL SECTION SCALE: 1 1/2" _ 1 ' -0" 0 2 . e ' ..,...• • ..4 17 303 EXISTING PARKING STALLS 41„ • • • • • • • it , •• • '1 • • • • • Y MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION •CONSTRUCTION DOCUMENTS - APRIL 25, 2003 • • EXISTING MUSEUM OF / � _ _LOBBY ADDITION I � SON HATCHED • t• • ... ► . .. :1: ` •`,• •' ? . • ?. , • NEW CONCRETE PAVING SHOWN SPECKLED, TYPICAL w W ▪ UMW • • 66 EXISTING PARKING STALLS e\ EXISTING RED BARN BUILDING ; LIGHT BUILDING \ \ • \ Q * I ( • e NI: • 1_ 1 � 1 I I SITE PLAN c 111 32' / y� 4 • • r • r • • EXISTING MUSEUM OF FLIGHT PHASE Al BUILDING • • . _. l NOT5; 1) EXISTING CONSTRUCTION IS SHOWN SCREENED BACK. 2) EXISTING TO BE DEMOUSHED IS SHOWN DASHED. 3) SAVE REMOVED UGHT FIXTURES FOR REUSE BY ONMER. STORE AT TBD ON -STYE LOCATION. 4) BEFORE POURING CONCRETE FOR MRSTMRS, VERIFY LOCATIONS AND SIZES. 5) SEE CNN. DRAWINGS AND LANDSCAPE ORAWINGS FOR ADOITIONM. SITE INFORMATION. } A -10 NNW coNIN CONCRETE RAMP SLOPES DOWN, SEE CML REMOVE' E(. SHELF AND fILL IN EXISTING OPENING TO ' MKTCH . -ADJACENT FINISHES: REMOVE DUSTING. GLASS. AND FRAME, ADD � DOORS, "NEW WALLS VERIFY DIM - MUST BE AT LEAST 3' -0" NAMMULLMEA ao s w a t: fi e EDGE OF CONCRETE PAVING, TYPICAL UPUGHT MOUNTED 014- CANOPY ABOVE CANOPY ABOVE ENTRY - DOORS SHOWN DASHED FF&E FLOOR MAT EXISTING POWER TO AMR FORCE ONE - SEE ELEC. ■ sue` !�. • I '1111111/Eialleiteratiladir RELOCATED EXISTING TICKET BOOTH RELOCATED EXISTING AIRPLMIE ACCESS STAIR GEKIMLEEll 1) EXISTING CONSTRUCTION IS SHOWN SCREENED BACK. 2) EXISTING TO BE DDAOUSHED IS SHOWN DA► SHED. 3) SAVE REMOVED LIGHT FIXTURES FOR REUSE BY OWNER. STORE AT 'MD ON -SrTE LOCATION. 4) INTERIOR ITEMS NOTED WITH ** WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES. 5) SEE SHEET A -10, CML ORAWI NGS AND LANDSCAPE DRAWINGS FOR ADOITIONAL SITE INFORMATION CONCRETE RAMP SLOPES DOWN, SEE CML CONCRETE TO DRAIN, SEE CML SITE DRAIN FOR ROOF SCUPPER ABOVE, SEE CML BOLLARD RAMP LIGHTING (4 TYPE XHD) 111 SouOI Jackson SIM ( won 98104 Fax MOO-2300 nbbi Illegnueson lausendo MeedrlN S 1I + CM Engineers 1301 1 Avenue, SuNs 3200 SHIN, WA 99101 Meow Dasip Orgy Landscape Archlisave 2329 EN Madison St. Salk WA 91112 EXISTING GREAT GALLERY !PROVIIE PIAM FULL HEIGHT ON JAN- N, S AND W WALLS PROVIDE 2 AbJUSTABLE OPEN SHELVES ON KV BRACKETS TM firwMwch Imp Acouseosl Compiling 1800 Ws ?Adamson Sts Sul s 201 bile, WA 08118 • CREATE NEW JANITOR CLOSET .PROVIDE MOP HOOK REMOVE EX WALLS AND DOOR NEW WALL. FOLLOWS UNE I OF EXISTING LOWERED CEILING \ ,/ 6 / \ / / ' 2' - 0 . 1 WORK THIS AREA IS ALTERNATE BID p8. EXTENT OF ALTERNATE BID 11 - POURED -IN- PLACE PAVING TO REPLACE EXISTING PAVERS ALTERNATE BID #8 INCLU PROVIDING DR13. MINIM - .� NO CHANGES TO EXISTING RESTROOMS _r . EXISTING ENTRY LOBBY N NM MUSEUM OF FLIGHT EXPANSION seems. wwNkgan LOBBY ADDITION •CONSTRUCTION DOCUMENTS - APRIL 25, 2003 EXISTING RED BARN EX. FLOORING T REMOVE EX. PARTITION ROLL DOWN DOOR TO REMAIN HERE GWB COLUMN COMER OVER EXISTING GWB AND TILE, ALL SIDES, 1W • 4 EX. COLUMNS ! : t I C ROLL DOWN DOOR TO REMAIN a GIFT SHOP EXISTING CARPET TILE REMAINS TO HERE ---- REMOVE EX. CONSTRUCTION (GLASS, WALLS, HEATERS) BETWEEN EX. FURRED- , OUT COLUMNS 21- 3P ' 1 1 NIC PORTABLE ESPRESSO STAND G EXISTING CAFE ENTRY -1 L PCW SIGNAGE., NIC -. fi n u RESTROOM sue, MC 11. MOM II MI , 'I it r . u EXISTING TERRACE ABOVE EXISTING PHASE Al FLOOR PLAN FIRST FLOOR 0 EXISTING LOADING RAMP AND CONC WALLS TO REMAIN BICYCLE PARKING CONC. SLAB CITY Of TIMIRA JUL 0 3 2003 AS MOOED eTwt Wong A -21 Mar < ^ won wen nbbi 111 South Action Stmt Suit, Wishavlan 99104 Fax (208 i12123x lilagnasson KII1118JIck Associates Structural + CM Etymon 13015 Avenue, Suits 3200 Sills, WA 98101 Mow Dm*, Imp Lanttscope ArchNklum 2329 Eat Moon St. She, WA 98112 6 ca z cn W EXISTING CATWALK TM Orwatrach Group 1500 West Nichnon Slut, Si its 201 Sills, WA 90119 EXISTING GREAT GALLERY BELOW EXISTING PROJ'N EXISTING MEZZANINE REMOVE EXISTING GLASS AND FRAME, ADD DOOR, PATCH WALL. C 4 / 4 1 EXISTING LOBBY BELOW EXISTING LOBBY BELOW EXISTING FINISHES REMAIN, TYPICAL \ ` .� END OF NEW GWB NEW GWB BELOW EXISTING WINDOWS REMOVE EXISTING GLASS AND FRAMES, WRAP EXISTING TILE AND PLASTER HEADER WITH NEW GWB NEW LOBBY BELOW r PROVIDE GWB FINISH \ OVER MR FRAMING OVER REMOVED WINDOWS AND EXISTING 1111, TYPICAL. THIS WALL t__. CANOPY BELOW EXISTING , -- MEZZANINE �. EXISTING WINDOWS REMAIN EXISTING OFFICE MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION •CONSTRUCTION DOCUMENTS •APRIL 25,T003 • I REMOVE EX. WINDOWS, INAL OPG'S WITH METAL FRAMING & BATT INSUL, COMER WITH GWB, TYP. EXISTING V.I.P ROOM r. I MI WI MOM C / BALCONY REMAINS AS —IS EXISTING MEETING ROOM 0 NI .2 EXISTING GUARDRAIL., 111E, PAVERS, MEMBRANE MINN AS —IS pD34•02-• %KRAL NOTES; 1) EXISTING CONSTRUCTION IS SHOWN SCREENED BACK. 2) EXISTING TO BE DEMOLISHED IS SHOWN DASHED. 3) SAVE REMOVED LIGHT FIXTURES FOR REUSE BY OWNER. STORE AT TBD ON —SITE LOCATION. 4) INTERIOR ITEMS NOTED WITH ** WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES. FLOOR PLAN MEZZANINE S' 18' Gfl' Of TUNISIA ArMOVED JUL 0 3 7003 As *TED moil NW "il 'SN A -22 al'r° M,; Y 1 2 20, , Milir alma 111 SouNl Adam Slut Sleek �� 911a (200) 021 -2300 nbbj ■ Mpne000n 10emendc A1MOOiMN Ii CM Engineers 1301 Ori Minus, Sub 32 00 Sarno, WA 91101 liblenen Deer Greg Landscape St. Sam, WA 91112 EXISTING ROOF TO REMAIN, TYPICAL The Greenback Group Acouslical Consulting 1900900 Wat Nicks= Slroot, Suits 201 Sib, WA 91119 // 4 r„ 4 3 a. \ STANDING SEAM METAL ROOF WALL BELOW SHOWN DASHED FASCIA BELOW SHOWN DASHED CONTINUOUS GUTTER FORMED METAL PANEL TRIM AT ROOF EDGE MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS • APRIL 25, 2003 SIM de ,, , — DEMOLISH SUPERSTRUCTURE ABOVE EXISTI TERRACE I -- EXISTING TERRACE TO REMAIN ✓ ✓ r ✓ I► Mt EXISTING ROOF TO REMAIN, TYPICAL EXISTING TERRACE TO REMAIN • °4.3 le /4 2°. ROOF PLAN v e' �e� ern an wpm JUL 0 3 2003 ASMORD A -24 MAY 12 c'u9 NNW ARAM r nbbi 111 Saab Admen 8leM Sage, Ana � ° �aoe)e,23oo r DENOTES 1 OF 3 DIM PTS OF ARC OF PARTITION Magnusson Klemm* Moodsles Studer.' + CM Engineers 13015 *Avenue, Sub 3200 Sulk WA 95101 Memo Mir Group Landow* Antaiedutv 29 East Madsen M. Mb, WA 98112 ENLARGED FIRST FLOOR PLAN SCALE 1 /4" = 1' -0" The Omu*usch Group Aoeuelkal Coming 1(100 West Worm Sent *Me 201 Sulk WA 98119 0 12 24 4 SCALE: 1/4" = 1' -0" ENLARGED MEZZANINE PLAN 0 12 24 4 PROVIDE PRE - ENGINEERED MITI. ACCESS STAIR, EQUAL (8" VERIFY) RISERS, 4.5" TREADS, METAL GRATE LANDING, INTEGRAL RAIUNGS MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS • APRIL 25, 2003 PROVIDE REMOVABLE SECTION OF GUARDRAIL HERE. BELOW GRATE PROVIDE GUARDRAIL TO PREVENT I, WALKING ON aIUNG OF ELEC BELOW 1(11510115 • NE MMUMI W. MI MOM : MN: MOM ENLARGED PLANS CIITY or nA JUL 0 3 2003 AS MO TED A -25 Oft at MAU M4, 1 MI Rai,., iU p laPP"IPPP - """"m •••• ••....u.... •• m ■.... ■••....••.•••••••...I . ..•••...............1 I••••••••I ■......•...I •••••••••■•••••••••••1 I..••••••••••••••••••1 suesammilosorrasmaisi x..•.••..........1••.•.1 1•111••••1111111•111•111111111111115 •••••I • ' /I ................•....1 M. OEM /11•111•111140 -- -� - - -- DEMIOUSH UPPER PORTION OF EXISTING TERRACE B.O. FASCIA 4 T.O. CW 42' -B" nbbj 31 A -53 L ----\ C - r---- SCALE: 1/4" = 1 ' -0" FORMED METAL PANEL FASCIA ABOVE GLAZED ALUMINUM SYSTEM,TYPE W -10 TRUE EXTERIOR ELEVATION T.O. Cw �}- 42'-4 1 /2" 0 " B.O. FASCL 41' -11 3/16 FORMED METAL PANEL FASCIA ABOVE Illognosson Khommide Modules SIndural +CM Ninon 130151n Amin, S 3200 Sues, WA 98101 111 Soolh Jackson and Wain= Dolga amp Sulk WohInglon 911104 Landow ArchlleAn M.422 7�DEatANaeon it 346111 11't1,2390 8MkNiAl1112 T.O. CW 47' -7 15/16" LOUVERS EXPANSION JOINT MECH ROOM ExrT DOOR SCALE / 4" — 1 (;' TRUE EXTERIOR ELEVATION Ormilmsch Acousecel 11000 Wet Confiding Watson Mot, Sint 201 Bulk WA 09110 LOUVERS ABOVE EXIT DOOR BEYOND B.O. FASCIA 41' -11 3/16 I I I I I I I I I I 11 I I I I I I I I I I c, o I I I I I I FASCIA ABOVE SCALE: 1 /4" = 1 T.O. CW 47' -1 T.O. cw 42' -4 1/2" 4' -2" TYP. GLAZED ALUMINUM SYSTEM,TYPE W -10 SCALE: 1 /4" = 1' -0" GLAZED ALUMINUM SYSTEM I I I I I I I I II TRUE EXTERIOR ELEVATION II I I I I I I II EAST ELEVATION SCALE 1/8" = 1' -0" 23 A -83 I I I I I I I I FORMED META. PANEL FASCIA ABOVE 35 A— A— r 12' -4 " 41' -B" I I .' --- SEE DETAIL 3111 ABOVE FOR FORMED METAL PANEL FASCIA ELEVATION I I I I I I I I B.O. F T.O. CW 40' -5 114" JOINTS ALIGN WITH WINDOW MODULE BEYOND, SHOWN DASHED 12' -4 FIELD VERIFY SCALE 1 /4" = 1' -0" CANOPY OVER ENTRY DOORS GLAZED ALUMINUM SYSTEM SIGNIGE. NIC r B.O. FASCIA t.O.Cw 40' -7 3/4 EXPANSION JOINT FORMED META. PANEL FASCIA ABOVE NEW WALL AT ExIST TERRACE ABOVE GLAZED ALUMINUM SYSTEM,TYPE w-10 TRUE EXTERIOR ELEVATION EXIST. TERRACE MUSEUM OF FLIGHT EXPANSION Sadie, Washington LOBBY ADDITION • CONSTRUCTION DOCUMENTS - APRL 25, 2003 37 DEMOLISH DEMOLISH UPPER PORTION ONLY OF EXISTING CORNER COLUMNS WALL BEYOND IN 08LIQUE VFW EJ CT SYSTEM EXIST. TERRACE GLAZED ALUMINUM SYSTEM,TYPE W -10 NEW CERAMIC TILE CLADDING OVER EXITING CONSTRUCTION / 4 ' -2 " SCALE 1 /4" - 1' -0" 4 . -2 " 31 A -82 TRUE EXTERIOR ELEVATION ! MI MIME .rr■ ■ ■■ ■111 T ..��� 11■u■■■■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■■ ■■ ■■■■ ■ ■ ■ ■ ■■■ ■■■■ ■■ ■ ■ ■ ■ ■■■■ ��.....E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■ 11■ ■■ ■■mi■■ ■■ ■ ■■■ ■ ■■■■ ■■■ OEM ■■■■■■■■■■■ ■■■■■■■■ ■■■■ u11■ ■r■■■■■■■■■■■ ■■■u■■ ■■■■■ � �! I .•.••••••••••••••■••■■■ 1• 11.1r■■■■■■■■■■■■■■■■■■■■ 10 00•••••••••••••••••01111 i ■■ •■ ■ ■ ■ ■ ■•■■■ ■■•••••••• ■ 11111411111111110•••••••• O ■■■ ■■ P0349 14-2. O T.O. 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U'■ ■'■ ■■■ ■ ■■ ■ ■M IMO ■t■ ■O■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■i ■■■ ■ ■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■ ■u■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ III ■N■ ■■■ ■■■ ■■■ ■ ■ N► ■■ ■I ■ ■ M ■ ■■ U. EX. MECH. ROOM EX. GIFT SHOP ... NEW WALL INFILL DEMOUSH EXISTING � BETWEEN EXISTING EXTERIOR WALL AT III EXTERIOR COLUMNS, GIP SHOP - i III W/ R19 BATT INSUL, SEE DETAILS U 1 LEL NMI OWN ■■■ ■■■ ■■ ■ ■ ■i NI■ ■ ■■■ ■i ■ ■■■ ■■ ■ iii II ii On I I IN ■■■ ■ ■ II EX. TILE REMAINS EX. WINDOWS REMAIN I I I I EXISTING WINDDOWS TO ii INJIL ED, DASHED NEW GWB FURRED OUT OVER WINDOW INFILL AND EXISTING TILE CLADDING Imo] m ,ibbj 111 Soulh Adam ant a� o��'t1�llo m M�1► omen IA:rrMnck Ateselslee 9Mucl nd * Chri Enplltsers 1301 Sln Avenue, 9ulle 3200 Seelle, WA 98101 Lando. Ardescil m. MI Mlle, WA 90112 NI NI ■■■ ■■■ ■■■ i■■ ■■■ •■■ ■■■ III ■nn ■■ ■■■ ■■■ ■■■ ■■■ ■I■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■ ■1■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■ ■u■ IN ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■t■ ■■■ ■■■ ■■■ ■ ■■ ■■■ ■NI ■m■ ■ ■■ ■■■ ■■■ ■ ■■ ■■■ UM ■■■ ■■■ ■■■ ■ ■■ ■ ■■ ON ■■■ ■■■ EXISTING RED BARN AND PHASE Al EXPANSION BEYOND The Greselkeels Grew Aoudad Coma% 1900 Wed Nichenion Niche 9r.st, 9u11, 201 9Nk WA 98119 SECTION EXISTING BLDG. LOOKING NORTH SCALE: 1/8" = 1' -0" EXISTING MUSEUM 11111111 - . LIE * *CLAMP SUPPORTED GLASS PARTITION WALL AT GIFT SHOP SECTION @ LOBBY ADDITION LOOKING NORTH SCALE: 1 /8" = 1 -0" NOTE: INTERIOR ITEMS NOTED WITH ** WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES. LOBBY EXPANSION UNE OF FM 7460 HEIGHT LIMIT UNE OF EXISTING ROOF BEYOND UNE OF THIS LOBBY ADDITION ROOF PATCH INFILL AREAS WITH TILE TO MATCH WHERE EXPOSED ABOVE ROOF. GIFT SHOP ENTRY AT DEMO AREAS, REPAIR OR REPLACE EXISTING COLUMN COVERS TO MATCH EXISTING FINISH QUAU1Y REMOVE EX. GLASS, DOORS, FRAMES NINE OF FM 7460 HEIGHT LMMT DEMOLISH WALL STRUCTURE OVE AB EXISTING TERRACE I `Ii r- LINE OF LOBBY _ - ADDITION ROOF TO SOUTH NEW R -21 RIGID INSULATION. SEE DETAILS EX. MEZZANINE LEVEL \\ EX. FLOOR 0 VIP EX. BASEMENT , META. ROOFING SYSTEM: STANDING SEAM METAL ROOF OVER 5' RIGID INSULATION BOARD (MIN R -21) OVER 3' STRUCTURAL STEEL DECK SCUPPER AT ROOF END TO GROUND DRAIN BELOW �.,..., I l IiiiiiiMi J MIIIIIIIII IIIII � FLOOR I MECH 1ST FLOOR UNE OF MECH BEYOND RETURN AIR GRILL AT WALL ABOVE COVE BEYOND, SHOWN DASHED **ADMISSIONS DESK * *SEWAGE WALL BEHIND DOWNUGHT EXPANSION JOINT LOBBY ADOmON- ANTERIOR ELEVATION LOOKING SOUTH SCALE 1/8- MOTE: INTERIOR ITEMS NOTED NINTH ** WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES. MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION • CONSTRUCTION DOCUMENTS -APRIL 25, 2003 EXISTING THEATER ' EXISTING FINISHES ENTRY BEYOND REMAIN TYPICAL EXISTING MEZZ. LEVEL TOP OF NEW LOBBY ROOF FIRST FLOOR +a� FINISH EDGES OF NEW OPENING / TO MATCH ADJACENT FINISHES -- EXISTING VP SWIFT COVER REMIA NS . OR wr..* SCALE ,8.. '' C 1' -5 4 EQUAL VERIFY ALT 88 HALL NORTH INT ELEV SECTION ft MEZZANINE LOOKING SOUTH SCALE: 1 /8" = 1' -0" \- PROVIDE RAM LOO(A61.E CABINET WITH FULL -DEPTH ADJUSTABLE SHELVES AS SHOWN Mt OMR 90344z- OUSTING WALL REMAINS BEYOND. PLANT ALL NEW AND EIOSTNNG WALLS AND CEILING, TYPICAL JAN AND WILL. - PROVIDE TOE SPACE AT CABINET EX DOOR REMAINS. PROVIDE BASE, TYPICAL ALL WILL AND Al WYILLS FLOOR GRATE. SEE STRUCTURAL • ift ; E I . ` n .. EXISTING CEILING REMAINS_ 7 CREATE OPENING IN EXISTING WALL. PATCH EXISTING WALL TEXTURE, PAINT AND PROVIDE NEW BASE TO BLEND IN WITH EXISTING. EXISTING LOUVER REMAINS EXISTING WALLS REIM N. -- ALT #8 EX LOBBY PARTIAL E & S INT ELEV FIRST FLOOR FILL IN EXISTING OPEMNG. PATCH EXISTING WALL TEXTURE, PAINT MD PROVIDE NEW BASE TO BLEND IN WITH EXISTING. L REMOVE EXISTING COUNTER. BUILDING SECTIONS d. INTERIOR ELEVATIONS Orr or rA "* , JUL 0 3 2093 . O'rED - 5/13 EXTERIOR SHEATHING OVER r METAL STUD FRAMING, WITH BATT NSUL (R-19 MIN) TV. ABOVE EXTERIOR SOFFIT. FUGHING. LAPPED BEHIND SHEATHING AND GLAZED MITO MULLION HEAD nbbi SCALE 1" = 111 Souls Moon Meet &a, Washinidon MOS L 0116.22r05 121-2300 METAL CEILING SLOPE NOTE: PERF. METAL CEILING SYSTEM SLOPE DOES NOT MATCH ROOF SLOPE. SLOPE UNIFORMLY FROM START POINT TO TOP OF CURTNNWALL ELEVATION. SEE 36/A-52 FOR START LOCATION PERF. METAL CEIUNG SYSTEM GLAZED ALUMINUM SYSTEM WALL SECTION AT ENTRY Ilainissea lesson* Alsoddss elruclurd + M Enem= 1301 ft AMMO, Soda 3200 Sulk WA 91101 Weisman Deslin Snap Landscape Pala*" 2 Ead Mallon flt, MIK WA 11112 C 3 6 1'-6• 4.41,74SPASSZ tit a A.A. i tuiew :1 411: qv to bazt; 2 WIMP 1■I 1111111111•1 The Orsealbusch Sm Amu** Cawing 1100 Wed Mireon SINK Sake 201 IBM WA Me METAL ROOF ASSEMBLY • CENTERLINE OF GUTTER FORMED METAL PANEL ROOF EDGE. SUPPORT STRUCTURE BY MANUFACTURER FORMED METAL PANEL FASCIA, SUPPORT STRUCTURE BY MANUFACTURER VARIES SEE ELEVATIONS PROVIDE WEEPS AT BOTTOM OF FASCIA PANELS FASCIA TAPERS BEYOND MUSEUM OF FLIGHT EXPANSION Seattle, Washinglon LOBBY ADDMON • CONSTRUCTION DOCUMENTS • APRIL 25, 2003 MOE a la la MR NOM ONIMAIMIMMMMMW r F SCALE 1" SEE WALL SECTION AT OVERSIZE DOOR 1/A-50 FOR ADDITIONAL NOTES a DIMENSIONS • Mt WALL SECTIONS OTY OF TONINILA FDPIIMEO Jil 0 3 2003 AS woo Ai•50 nbbj 1t18oNhJackman Nast Seen% WNW. Ion fN01 1201)021.2300 ISM KIMIIeak Assedebe eructed + 13010W AIWA, Sub t„ WA 0e101 WAN= Design amp Landscape ARNIM, N. Isalle, WA N112 TYP CT SYSTEM OVER EXISTING AND OVER NEW FRAMING PER DETML 15 EXISTING ON THE SCALE TYP SEALANT OVER TYP EXTERIOR REMOVE EXIST METAL SOFFIT REMAINS EXTERIOR. REMOVE R ONLY IN THE INTERIOR. WALL SECTION AT N GIFT SH RAISIN MATERIAL IC SLAB PER CML �. EXTERIOR PAVING FLASH UNDER W -10 AND OVER INSUL -- 1" RIGID INSUL OVER EX CONC FOUNDATION WALL The Onateivech ale Amuse* Coming 1900 West Mclareon 91reet, &die 201 Mlle, WA 9911. WALL SECTION AT N GIFT SHO SCALE ,„ = -(C YAK s () EX• GUARDRAIL OVER EXIS TILE CURB PLAN AT EXISTING BALCONY N CORNER 0 3 6 SCALE: 1" = 1'- 0 " 12 WALL 6 12 PLACE BUILNOSE TRIM AT ALL OUTSIDE CORNERS - NO EXPOSED STRAIGHT OR CUT EDGES ALLOWED. -- , VERTICAL. SURFACE CT WALL BEYOND 0 3 6 12 EXISTING CONSTRUCTION REMAINS EX. EXTERIOR BALCONY EXISTING PAVERS BELOW TYP CT SYSTEM CERAMIC TILE CORNER AT TOP - END SCALE: 3" = 1' -0" :7 MIMI EXISTING CONSTRUCTION REMAINS EX. EXTERIOR BALCONY F - - - - - -- . A PROVIDE RIGID INSULATION PROM )E 6" METAL FRAMING AND MISC METAL TO ATTACH TO EX WIDE FLANGE. j - REMOVE EX MET SOFFIT THAT IS NOW INTERIOR. ACT ROD AND SEALANT TIP. CONT. BLOCKING \- GLAZED ALUM SYSTEM W-10 WALL CONTINUED GLAZED ALUM SYSTEM W -10 PRESERVATIVE TREATED CONTINUOUS BLKG FLOOR PER DET 33 EXISTING CONSTRUCTION REMAINS, INCLUDING EXISTING TOPPING SLAB TYP CT (CERAMK: / TILE) SYSTEM: USE TCA 1244: `. CT OVER MORTAR BOND COAT OVER CEMENT BACKER BOARD OVER SELF - ADHESIVE SHEET WATERPROOFING. ALL OVER DENSGLAS TYPE SHEATHING. — - EX. INTERIOR FINISH FLOOR TIP. AT INFILL WALL - INSTALL TIP. CT SYSTEM OVER 6" METAL FRAMING WITH MIN R -19 BATTS - VB TO INSIDE TIP. SECURE NEW STUDS I THRU EX. TILE TO .; EX FRAMING ABOVE. �- WALL SECTION AT EX TILE CLAD COLUMN REMAINS LIVE OF EX CONC WALL BELOW TIP. CT SYSTEM BOTH SIDES TYP AT EXISTING WALL: INSTALL TIP. CT SYSTEM OVER 1 -1/2" METAL FRAMING. EXTERI EXTERIOR TYP SEALANT, EXTERIOR SLAB ETC PER DETAIL 32 FIRST FLOOR L T.0 \-- VERIFY THIS DIM. SCALE: 1" _ TOP OR VE IM 1 SURFACE SIMILAR 0 1 2 • GI SLOPE 1 -1/2 IN 12 TYP CT SYSTEM EXCEPT USE EXTERIOR PW SHEATHING IN LIEU OF DENSGLAS, AND USE TCA C513 RECOMMENDATIONS. RE RE EX 'I; PROVIDE ACT CEILING SCREW TOP EDGE OF GWB TO WD BLKG. EX TILE AND FRAMING REMAIN --- TYP AT INTERIOR OF INFILL WALL: 5/8" GWB OVER 6" METAL STUDS. SHOP WALL 0 3 6 12 ALL 0 3 6 ..- 12 0 AT HOLE CAUSED BY REMOVEC BEAM PROVIDE FRAMING AS Nf�CESSARY, RIGID INSUL IF NONE EXISTS, COVERED BY TYP CT SYSTEM PER DEtA�L 15. TIP CT SYSTEAV OVER EX WALL . PER DET 15 EXt'LRI0R TYP Cl INFILL WALL PE PER DETAIL 27. EXTERIOR E.J. FL OM LNG BELOW - --. ROOFING BELOW 6" METAL FRAMING ON EACH SIDE OF EXISTING PIPE RAIL SECURE THRU EX TILE TO FRAMING BELOW. LINE OF BALCONY WALL AT NE CORNER PER DETAIL 25/A51. EXISTING ( ISTRUCTION REMAINS EX. EXTERIOR DE RIGID INSULATION AE EX METAL SOFFIT - EX HANGING POINTS FROM ABOVE IF POSSIBLE GIFT SHO 5/8" GWB OVER 1-1/2" MET FRAMING W/ RIGID INSUL TYP OVER INTERIOR OF EX TILE TYP BATT INSULATION 1W GWB OVER 6~ METAL FRAMING OVER 15 FIRST FLOOR - (4) /4 WITH 90' HOOKS AT ENDS. DRILL AND EPDXY GROUT INTO EXISTING WALL WITH 5" Mk EMBED. ' I • Q `` CONC CORBEL 8" 71 WALL SECTION AT GI SHOP WALL SCALE: 0 3 6 11 INTERIOR BALCONY yu RtM0VE EX INSUIJITION �� I PROVIDE WD. BLKG. PROVIDE GWB TO BLEND INTO EDT; VP. WRAP UP VERTICALLY FOR ACT TERMINATION. CONTINUATION OF DETAILS 15 AND 34 SCALE: 1" _ 1 I — Q.. 0 3 6 12 ROD AND SEALANT ��--! EX MET SOFFIT ABOVE REMAINS !E> TILE SOFFIT ABOVE REMAINS GIFT EXISTING TAKE SLAB SCALE 1" = 1' -0" I I C 'XL I I PER DETAIN 6 1 REMOVE D. 111i- ? 1 r WRAPPED BEAM ABOVE HERE SHO no FINISH FLOCIR LEVELING CONCRETE LAYER WALL SECTION AT P MUSEUM OF FLIGHT EXPANSION Seattle, warms LOBBY aoorno►i- CONSTRUCTION DOCUMENTS APRIL 25, 2003 CONY SW CORNER EXISTING EXTERIOR WALL CONSTRUCTION REMAINS INTERIOR 0 3 6 12 EXISTING CONSTRUCTION REMAINS EX ACT REMAINS EXISTING VP REMAINS REMOVE EXISTING EXTERIOR WALL CONSTRUCTION OVER EXISTING EXTERIOR SLAB REAMS - TEtT EXISTING TOPPING MEMBRNIE BELOW TING EXTERIOR WALL 0 3 6 1: EXISTING EXTERIOR WALL I CONSTRUCTION REMANNS INTERIOR CONTINUOUS BLOCKING UNE OF TUBE STEEL ABOVE LINE OF EX. N CURB BELOW L. PLAN VIEW AT EXISTING SCALE: 1" = 1' - CT SYSTEM WALL CONTINUES UP TO CAP SIM TO DETAIL 6, EXCEPT CAP IS FREESTANDING, WITHOUT EXP. S. AND WITHOUT ADJACENT ROOF. EXISTING PIPE GUARDRAILS REMAIN EXTERIOR TYP CT SYSTEM ON 6" METAL FRAMING EACH SIDE OF EX. GUARDRAIL ANCHOR FRAMING THRU D. TILE TO EX. FRAMING BELOW. EX. INTERIOR FINISH FLOOR EXTERIOR NOTE: SEE DETAIL 15 FOR TYP NOTES AND DIMENSIONS THIS DETAIL IS IDENTICAL, EXCEPT AS NOTED. SCALE: WD BL.KG - PAINT TO MATCH EXP. JOINT EXPANSION JOINT AND CW -10 - SEE 17/A -82 FOR NOTES AND DIMS WALL SECTION AT SOUTh rar _./ II TYP INSUL 4 Por EXTERIOR � EXISTING TILE CLAD COLUMN REMAINS SSA N TYP CT SYSTEM SEE DETAILS 15 & 27 FOR TYP NO PLAN VIEW AT GIFT SHOP SCALE: 1" = 1' -0" DRAIN FROM LOW POINT OF FLEXIBLE GUTTER EXTERIOR FLASH UNDER RUNNER / AND OVER INSUL - -. 2-1/4" X 2' -0" RIGID INSUL OVER EX CONC FOUNDATION WALL - r WALL SECTION AT SOUTH SCALE NSW 1 0' AMIN , - CONTINUOUS PRESERVATIVE TREATED BLOCKING 1-• i I I I I GIFT ( SHOP INTERIOR 1111111 I► [sue Art - 1II CONY WALL 0 3 6 1 2 SEALANT INTERIOR 0 3 6 12 EX. EXTERIOR BALCONY EXISTING EXTERIOR WALL CONSTRUCTION REMAINS GIFT SHOP INTERIOR CONY WALL CONT. 0 3 6 12 LINE OF GWB WRAPPED HEADER ABOVE TYP I OR AT INFILL WALL R DETAIL 15 DRAM FROM LOW POINT OF FLEXIBLE GUTTER ° AFT SHOP INTE IR wpm PP INTERIOR G18 EXISTING CONSTRUCTION - EX. T.O.C. SLOPES AT SIN RIOR TYP ROOF CONSTRUCTION PER SHEET A -82 SEE 15 ABOVE FOR NEW INFILL WALL CONSTRUCTION. POUR CONC CURB WITH LEVEL TOP /GIFT SHOP INTERIOR no FINISH FLOOR LEVELING CONCRETE LAYER OVER EXISTING SLAB 4$ FIRST FLOOR IR IR NOM EXPANSION JOINT WITH FLEXIBLE GUTTER SEE SHEET 7/A -81 FOR NOTES AND DIMS INSULATE AROUND GUTTER . EX. INTERIOR FINISH FLOOR WRAP EL TILE HEADER WITH 1W GI* ON MET FURRING WITH 1-1/2" RIGID INSUL SCALE: EX. EXTERIOR BALCONY TYPCTSYSTEM - STOPSHORTOFEX.WALL AND LOBBY /GIFT PROVIDE CONT. BENT METAL FLASHING CLOSURE SHOP I N T E R I O R CONY SW CORNER TYP GWB ON 6" MET STUDS WITH 1W BATTS, VB TO INTERIOR WALL SEC LOBBY /GIFT SHOP INTERIOR NOTE: SEE DETAILS 15 AND 17 FOR TYP NOTES AND DIMENSIONS THIS DETAIL IS IDENTICAL, EXCEPT AS NOTED. 1)d3- SCALE: 1" = 1' -!0 1 i I _ AL L VERIFY TO MATCH 15 xr I I WALL SECTION AA 1 _l AT 90UH rh I ,r TUBE STEEL PER STRUCTURAL - � WELD TO EXISTING COLUMNS AT EACH END OF MILL `` - ADDITIONAL METAL FRAMING TO SUPPORT TOP OF MMIIP PROVIDE STEEL ANGLES TO ATTACH MET. FRAMING TO T.S. BALCONY WALL CONT. ID RI 1 _ , ■ - %„.: 0 4 /1 , 6 k4!‘ pI. WALL SECTIONS AND DETAILS CAP FLASHING PER DEW. 15 DRAIN FROM LOWEST POINT OF FLEXIBLE GUTTER TYP NFILL WALL PER DEVIL 15 EX. EXTERIOR BALCONY SEE DETAIL 34/A -52 FOR CEILING EX. EXTERIOR BALCONY CONTINUOUS PRESERVATIVE TREATED BLOCKING REMOVE EXISTING EXTERIOR WALL CONSTRUCTION COVER OVER EXISTING CONSTRUCTION WITH 5/8" GWB ON 1-1/2" METAL FURRING. TYP ALL SIDES / / % REMOVE DOSING AT GRID XE CONSTRUCTION REMINS WALL SECTION AT i SOUTH BALCONY WALL 2 6 GI11 OF TUMID ARMIN 0 3 6 12 GIB- WRAPPED HEADER ABOVE I I PLAN VIEW AT TIP, INT. GIFT SHOP COLUMN SCALE: 1" = 1 I0 I I 0 3 6 u CONC SLAB PER STRUCTURAL EXISTING CONSTRUCTION REMAINS JUL D 3 2013 AS NOTED � - IV FINISH FLOOR LEVELING CONCRETE LAYER OVER EXISTING SLAB A-5 1 el" CP MGM M; 1 ?UO3 maw ammo I r S TOP OF VARIES METAL TOP OF ROOF VARIES ROOF ASSEMBLY F D METAL FASCIA ME 111 9•0111 Admen Direst Wohinglon 00104 Fs MR 021-2300 CURTANIMIALL AINwAL.L $ MECHANICAL MEZZANINE WALL SECTION SCALE 1 = 1 . - LOUVER nbbf r I sE DET 32/n53 F ADpIfpWAL NOTES DIMENSIONS. r I ` —� - NNW 9ruot ii + CM Engineers 13010n Avenue, Bade 3200 Oslis, WA 03101 Walloon Design imp Landow, P4011101111 2320 East Modena IX SBA, WA 10112 4 t 7 6 12 ROOF SLOPE NOTE; ROOF SLOPES SET BY STRUCTURAL DECK SLOPE. SEE STRUCTURAL. SCALE 1" = 1' -0" ROOF SLOPE NOTE: ROOF SLOPES SET BY STRUCTURAL DECK SLOPE. SEE STRUCTURAL G 1 0" The Onowissch Ono Acouelicsi Conning 10000 Wed Wow 81NMt, Si b 201 BMA, WA 95119 I MED • .4 V ■ ■ .P VS) WALL SECTION PERPENDICULAR TO N1 IMO WALL SECTION PERPENDICULAR TO ROOF SLOPE 0 3 6 12 I I I I I 0 J 6 17 SEE DET 32/A53 FOR ADDITIONAL NOTES AND DIMENSIONS. METAL ROOF ASSEMBLY EXTERIOR SHEATHING OVER STUD FRAMING, NATH BATT INSULATION (R -19 MIN.) TYP. BEHIND FASCIA FORMED METAL FASCIA FORMED METAL FASCIA PERFORATED METAL CEIUNG SYSTEM CURTAINWALL SYSTEM WALL SECTION SCALE 1" = t' -0" r I — -- Vl r I II I I I ) 0 3 6 12 r REVEAL SUSPENDED GWB CEIUNG SYSTEM GWB CEILING SLOPE NOTE; SUSPENDED GWB CEILING SYSTEM MATCHES ROOF SLOPE. SLOPE UNIFORMLY FROM START POINT )br BRAKE METAL CLOSURE PANEL PERFORATED CEILING SYSTEM EDGE BEYOND SEE DET 32/153 FOR ADDITIONAL. NOTES AND DIMENSIONS. . WALL SECTION SCALE 1 • = 1 . - G MUSEUM OF FLIGHT EXPANSION stem., Washington LOBBY ADDITION • CONSTRUCTION DOCUMENTS - APRL 25, 2003 111101110 MINN SEE DET 32/A53 F OR ADDITIONAL NOTES AND DIMENSIONS. MI, UM PERFORATED METAL CEILING SYSTEM 32 A - 82 SUSPENDED QV CELING SYSTEM BEYOND, DASHED METAL ROOF SYSTEM BEAM PER STRUCTURAL LIGHTS PER RCP SUSPENDED GWB CEILING SYSTEM, CEILING SLOPES PERF. METAL CEN.NdG SYSTEM, CELING SLOPES METAL PERIMETER FINISH CHANNIEL, FINISH TO MATCH CEILING SYSTEM LINE OF INSIDE FACE OF CW MUWON BEHIND WALL SECTION SCALE: 1" - 1' -0" GWB CEUNG START ELEVATION MATCH EXISTING —T - - r ' _ I GWB CEILING SLOPE NOTE; SUSPENDED GWB CEILING SYSTEM MATCHES ROOF SLOPE. SLOPE UNIFORMLY FROM START POINT WALL sECnyN -,CALE 1' It OR 4 METAL CEILING SLOPE max. PERF. METAL CEILING SYSTEM SLOPE DOES NOT MATCH ROOF SLOPE_ SLOPE UNIFORMLY FROM START POINT TO TOP OF CURTM IMALL ELEVATION OR la MOM EXISTTING WALL po39Ii,L2.. ROOF SLOPE NOTE: ROOF SLOPES SET BY STRUCTURAL DECK SLOPE. SEE STRUCTURAL. SUSPENDED GWB CEILING SYSTEM W MIMI = = I M MOM 3 ' -6 . METAL PERIMETER FINISH CHANNEL, FINISH TO MATCH CEILING SYSTEM PERF. METAL CEN.ING SYSTEM, CEILING SLOPES IR Mt IMMO ►- I I I I ) U- I I I I METAL CEILING START ELEVATION 44' - 4 1/2' \ PANTED META. CLOSURE STRIP. \---- ATTACH ONLY TO WALL NOT TO CEILING. PATCH AND REPAIR AT DaSTING AREAS TO BE DEMOLISHED PAINTED METAL CLOSURE STRIP. ATTACH ONLY TO WALL, NOT 70 CEILING. LIGHTS PER RCP WALL SECTIONS IaNil' aA J U L 0 3 2063 AS NOJED !fit A-52 M AY 1 1 200 AMR IN= nbbj 1118oMi Judson 81w1 Seib, Illashinglon l$104 F �JOq0't1-27oo Otani • CM Englrows 1301 Stn Avenue, 81b 3200 8a, WA 00101 naEwtMa1� 8t 8N, WA 11112 WALL SECTION ,GALE 1 .. = 1 . 0 ,. TIM Ors eh Ors up 1000 Wad Nut, &di 201 Seib, WA 01110 1" SQUARE WOVEN WIRE MESH SCREEN APPLIED AT BACK FACE OF STUDS, MIN. 75% OPEN AREA, PAINTED TO MATCH WALL COLOR SHEET METAL PLENUM SHOWN DASHED. SEE MECHANICAL r GWB RETURN SURFACE, TYPICAL ALL SIDES OF RETURN AIR OPENING L x S ♦ ,`!1',141 ±1���' `1 + 0 � � 4 4 "MA I_Il ■ ■" r ■ ■ ■ ■ ■ ■ r 0 ! R 11 O 1 N 3 -6" PARTITION, SEE PLAN NOTE: SEE PARTITION NOTES, SHT A -91 FOR ADDITIONAL. REQUIREMENTS FOR PARTITIONS SIGNAGE WALL" METAL ROOF SYSTEM COMPENSATION CFIMMIEL, TYP. 1" REVEAL, 1Y1 SUSPENDED GWB CEI.NrG SYSTEM. CEILING SLOPES LIGHTS PER RCP PERF. METAL CEILING SYSTEM, CEILING SLOPES METAL PERIMETER FINISH CHAPNIIEL, FINISH TO MATCH CEILING SYSTEM ADMISSIONS DESK" NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER W TH FUTURE DRAWING ISSUES WALL SECTION SCALE 1" = 1' -0" WALL SECTION SCALE 1" 1 - MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CUISTRUCTION DOCUMENTS • APRIL 25, 2003 CONC SLAB, SEE STRUCTURAL SEAL W/ BATT INSULATION AND ACOUSTICAL SEALANT PARTITION, SEE PLAN 0 3 6 11 ELECTRICAL ROOM CEILING PARTITION, SEE PLAN NOTE: SEE PARTITION NOTES. SHT A -91 FOR ADDITIONAL REQUIREMENTS FOR PARTITIONS SIGNAGE WALL & SIGNAGE BACKUP WALL" NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES X03 - Pliz- SCALE 1 = 1 -5" INKS r — � f WALL SECTIONO NONAGE WALL SIGNAGE WALL & SIGNAGE BACKUP WALL" NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER WITH FUTURE DRAINING ISSUES it Mt MPS WALL SECTION St: ALE = S • 111111* WALL SECTIONS PARTITION, SEE PLAN City of 1Up1N/1 a Jul. 0 3 2013 AS 4100 A -53 mairom PONONIONIO 4 nbbj t119auMMoon 91sM Sues, Wastinglan Fa a21,Z300 �. : Mp11YM011 Ks111MICIW AMOCIMIID Sruaurse + CM Ends 1301 5Ih Mime, Sues 3200 Sale, WA 90101 LsMn Deeign Smup landscape fratarclute 2329 East Ammon SHIM, WA 90112 ' t Thu Gl u usch Groff Amu** ConsuMng 1000 West Wow Street, sues 201 Ste, WA 90119 TYPICAL UNO THESE TWO ROOMS: EXISTING VP CLG AT 7.-11" AFF, EX LIGHT FIXTURES, EX MECH DIFFUSERS, EX SPRINKLERS ALL REMAIN. 'PROVIDE : ADDED SPRINKLER HEADS NOT SHOWN) IF REQUIRED PER CODE. • PATCH EXISTING CEIUNG 1 AT EXISTING WALLS TO BE REMOVED WORK THIS AREA IS ALTERNATE BID 18. v PROVIDE GWB HEADER AT 6' -10 1/2" AFF. I \ MECH DIFFUSERS AT PERIMETER: CENTER ACROSS CEUNG PANELS & NOTCH CEIUNG PANELS EQUALY AT EACH END. METAL PANEL EXTERIOR SOFFIT SYSTEM OPEN TO ABOVE EXISTING TO REMAIN, TYP. 1HR. RATED CEIUNG AT ELEC ROOM PATCH EXISTING CEIUNG AT DEMO AREA PROVIDE ELEC POWER AT TOP SIDE OF INTERIOR BEAM WRAP Z ISTING PLASTER CEILING TO REMAI EXISTING UGHT COVE TO REMAIN EXISTNrG UGHT FIXTURES ' TO REMAIN EXISTING CEIUNG GRID TO REMAIN \ \\ \ PROVIDE ELEC POWER AT TOP SIDE OF INTERIOR CANOPY RECESSED DOWNUGHTS IN ENTRY CANOPY MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 I I ' FORMED METAL PANEL TRIM AT ROOF EDGE ; OPEN TO ABOVE -I. f3 i 0 0 ARSONS Mk lit MOM UNDERSIDE OF GUTTER It MI IWO s -� PD3 444• a e' ii cm ar sown JUL 0 T 2N3 +lS NOTED REFLECTED CEILING PLAN FIRST FLOOR A-60 • nbbl SCALE 3 .. ` 1 . -0 " ;(A • ,,.. _ r .. 1 +CM BOWS 1301 0Ih AVOW 811 13300 Bulk WA 011101 111 Soilh Jackson WM Mono Map limp Sulk Wohlrybn 911104 Landscape Atchban r�D EatM.d�an a L01 ft1o00 Salk rMllfHt2 T L CONTINUOUS DRIP T.O. SS GRATE $ 23' -4 3/4" SHIM 4 " SHIM ' - 1 1/4" X 1 1/4" X 1/8" SS ANGLE JOINT PERPENDICULAR WITH WALK -OFF GRATE - EXT. SS WALK -OFF GRATING HIDDEN LOCKDOWN 1 1/2" X 1 1/2" X 3/16" SS SUPPORT ANGLE T.O. SS GRATE 23' -4 3/4" JOINT PARALLEL WITH WALK -OFF GRATE - EXT. Onombnch Imp Amami Come* 1900 West I&Mr$on 9hst, Sub 201 Soak WA 99110 PLATE BELLOW CONT 1/2 THICK PAINTED ALUM. PLATE MATCH METAL PANEL COLOR 1/8 PANEL JOINT TO ALIGN WITH STRUCTURE, TYP. 12 UGHT FIXTURES PER REFLECTED CEIUNG PLANS COORDINATE SUPPORT OF UGHT FIXTURE WITH METAL PANEL SYSTEM SUPPORT. PROVIDE LIGHT GAUGE FRAMING AS REQUIRED. UGHTS 5' -10" / . I � _ _ II I )- --- =-T-ti..._ 6' -0" CANOPY SUPPORT SEE STRUCTURAL RIM uni SCALE 3" = 1' -0" EXTERIOR SOFFIT UPUGHTS AT CANOPY FORMED METAL CANOPY CLADDING 3' -0" PERIMETER DETAIL AT WALK -OFF GRATE • EXT. } + + DOOR PER SCHEDULE T RIGID INSULATION (MIN R -19) DIM POINT THRESHOLD, PEMKO 196A THRESHOLD. PEMKO 228A THRESHOLD, PEMKO 195. ALIGN W/ FACE OF CURTAINWAU. EXT. SS WALK -OFF GRATE AT ENTRY EXTERIOR 23' -4 3/4 m a t , 4 6 El El M Ei a ° M n H 4 M CONC BLOCK OUT, SLOPE TO DRAIN 0 .5% CONSTRUCTION JOINT MUSEUM OF FLIGHT EXPANSION sow, washYgion LOBBY ADOPTION • CONSTRUCTION DOCUMENTS • APRIL 25, 2003 PLAN DETAIL ABOVE CANOPY SCALE: 3" = 1' -0" SECTION DETAIL @ SCALE: 3" = 1 -0" SCALE 3" = 1' -0 4 ° d 4 v ° d a a 4 e 4 OPY NOTE: NO CANOPY 0 SIM e 4 NOTE: NO GRATE 0 SIM SS WALK-OFF GRATE AT ENTRY DOOR STRUCTURE WRAPPED TO MATCH CANOPY CLADDING METAL PANEL INFIu RUN CONDUITS INSIDE MULLIONS AT EACH END OF CANOPY, TYP. TUBE STEEL PER STRUCTURAL WITHIN MULLION 0 2 4 e 1 -0" STRUCTURE BEYOND WRAP TO MATCH CANOPY CLADDING HORIZONTAL CONDUITS METAL PANEL INFILL TUBE STEEL PER STRUCTURAL AUTOMATIC SWING DOOR OPERATOR 0 POWER ASSISTED DOOR DOOR PER SCHEDULE ,IAMB BEYOND STRUCTURAL MEMBERS BELOW. DASHED PAWNS r I I I I L_,_, _J STRUCTURAL SUPPORT FOR DOOR OPERATOR: 5 "x3 -1/2 "x3/8" ANGLE, WELD TO TUBE STEEL COORDINATE WITH DOOR MANUFACTURER 3 . -0 " 0 IR NEM PROVIDE POWER /DATA OUTLETS UPPER SURFACE OF INTERIOR CANOPY 4' -5" 110 Ora 1 c " PANEL JOINT TO ALIGN WITH STRUCTURE. TIP. 3' I I \ I II I - I - 12 1/8 X0 - / 4020. DETAILS CITY OF NOWA CEO JUL 0 3 2003 AS Nor th A-80 asiraa,, 0411,1411MIN CDI DIM PT. 4. SEE ELEVATION nbbl 111 � Wahl** N104 Salk Fox Q1-2300 SCALE: 3" = 1' -0" ROOF EAVE SCALE: 3" _ 1 0" At EXISTING SILL 52' -5' ROOF EXPANSION JOINT ,IMWs, Nam* Assodalis Simard * c Ems, 1301 OM Awmts, Sufle 3200 Salk WA 99101 Landscape WOW, 239 Ent Meson 9t 9sseI,WA9:112 8 0 1 2 4 FORMED METAL FASCIA. LAP NDER METAL ROOFING SYSTEM AT T . FASTEN SO AS TO ALLOW INDEPENDENT THE MOVEMENT OF ROOF ANDFASCIA. GLAZ INTO CW SYSTEM AT BOTTOM, TYP. 0 1 2 4 _ HEAOISILL DETAIL Q DOOR/LOUVER SCALE 3" = 1 • —G" o . Otte *M01N Om Consiang 19900 Mist Wow 91AN, Sub 201 9i1 I, WA 03119 EXISTING WALL SHEET METAL FLASHING. LAP UNDER EXISTING FLASHING AND SEAL. FLEXIBLE GUTTER DO NOT CUT END BEND UP AT END MANUFACATURER'S STANDARD METAL & NEOPRENE CLOSURE. SEALANT ALL AROUND. METAL ROOFING ASSEMBLY ROOF $LOPE NOTF; ROOF SLOPES SET BY STRUCTURAL DECK SLOPE. SEE STRUCTURAL. BEAM & CHANNEL PER STRUCTURAL HEAD/SILL DETAIN. Q INTERMEDIATE MULLION SCALE 3" = 1'—O" 0 2 4 TYP. ROOF ANCHOR SCALE: 3" = 1' -0" U -BAR SAFETY ANCHOR GALVANIZED STEEL TUBING DEKTITE COLLAR CUT TO FIT PIPE DIAMETER. COLLAR TO BE FABRICATED W/ ENOUGH TOLERANCE TO COMPENSATE FOR MOVEMENT SEAL AND FASTEN DEKTITE TO ROOF MTL ROOFING ASSEMBLY METAL DECKING BEAM. SEE STRUCTURAL 0 1 2 4 MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION • CONSTRUCTION DOCUMENTS • APRIL 25, 2003 METAL ROOFING ASSEMBLY ROOF GUTTER SCALE: 3" = 1' -0" METAL ROOF END CLOSURE AND SEALANT PLUG PER ROOF MUINUFACTUER FORMED METAL GUTTER. FINISHED TO MATCH ROOF 1 /2" BLOCKING BELOW GUTTER SEALANT & BACKER ROD FORM GUTTER EDGE WITH UPTURNED LEG AND SLOPE BACK TO GUTTER O • 1 2 4 MISIONS NOM FORMED METAL ROOF EDGE WOOD BLOCKING SCUPPER SECTION SCALE: 3" = 1' -0" FORMED METAL ROOF EDGE WOOD BLOCKING P034-F Ilk CONTINUOUS FORMED METAL GUTTER, SET IN SEALANT AT GUTTER TRANSITION TO SCUPPER r ROOF GUTTER AT SCUPPER BACK SPAN SCALE: 3" = 1 -0" 0 1 2 ' METAL ROOF END CLOSURE AND SEALANT PLUG PER ROOF MUALOACTUER CANTILEVERED SCUPPER, FABRRICATED FROM STEEL PLATE, FINISH TO MATCH ROOF. FASTEN THROUGH DECK TO STRUCTURE. 0 1 ? 4 METAL ROOFING ASSEMBLY ONE PIECE CANTILEVERED STEEL SCUPPER, FINISH TO MATCH ROOF. EXTERIOR DETAILS CITY or TIAIINDA Ninon JUL 0 3 2003 xs 'cow A-81 M'' ft 1 EXTERIOR • T.O. SS GRATE 23' -4 3/4" nbbj pier / TYP INSIDE DIMENSIONS AT CURTAINWALL PLAN DETAIL SCALE: 3" = 1' -0" SCALE 3" = 1— 0 GLAZED ALUMINUM SYSTEM REINFORCING WHERE REQUIRED BY GLAZED ALUMINUM SYSTEM MANUFACTURER, TYP. TYP. HORIZONTAL MULLION 1415" TYP. TYP. CURTAINWALL SILL DETAIL SCALE 3 = 1 ' n" 1 ✓ 2 a F Illopwsson Erolners 13015m Awn" lide 3200 MIK WA 00101 111 !kWh Jackson arse WMnw 0esip Imp BMA, YwMiglon 11104 Landscape MldlecMn L , �70p ��IMA 111 � IL EXISTING WALL WALL EXPANSION JOINT THRESHOLD BELOW DOOR PER HEDULE INTERIOR / 0 1 2 4 0 I 2 4 CONC. PAVING, SEE CIVIL CONSTRUCTION JOINT CONC. sue, SEE STRUCTURAL / T.0. Fel FLR 23' -5 I / 2 -0 r ✓ / / / / / 7MOrembvedi Imp AaaNIcN Camay 1900 WPM When= 81Mt, Ode 201 THE BMA, WA 115119 MUSEUM of i PLAN DETAIL SCALE 3" = 1— 0" 4 -2 TO CENTERLINE NEXT MULLION 0 I 2 4 PLAN DETAIL SCALE: 3" = 1' -0" MUSEUM OF FLIGHT EXPANSION Seale, washinpon LOBBY ADDITION • CONSTRUCTION DOCUMENTS • APRIL 25, 200+ 0 N SCALE: 3" = 1' -0" 2 LAYERS GWB EACH SIDE ON DOUBLE 6" 20 GAUGE UTL STUDS 12" O.C. W/ GLASS FIBER BAIT INSULATION NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES 4' -2" CW DIM. PT. TYP. VERTICAL MULLION 0 1 2 4 4' -2" CW DIM. PT. REINFORCING WHERE REQUIRED BY GLAZED ALUMINUM SYSTEM MANUFACTURER. TYP. GLAZED ALUMINUM SYSTEM ALT. # 14 0 1 2 4 WALL BELOW 1/8" BREAK METAL 2 LAYERS GWB EACH SIDE 6" 20 GAUGE MTh STUDS 12" O.C. W/ GLASS FIBER BATT INSULATION \ 1111 ANNE \ 4 -2" r o .) 04/ 4.,2- SCALE: 3" = 1'— 0" TO CENTERLINE NEXT MULLION PLAN DETAIL SCALE: 3' = 1' -0" EXTERIOR DETAILS 0 1 2 4 1/8" BREAK METAL, FINISH MPT -9 CM OF 1111111141 AMMO JUL 0 3 2083 nbbf 811uclural • CM Engineer. 1301 NI Avenue, &Ms 3200 9*1., WA 95101 111 IMO+ � °� 27Z9 East Modem St. &Mlle, WA N112 M The ds ens. Muskeg 1900 West Nickerson Slr.Nt, &Me 201 bear, WA 95110 SEE 21/A-83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES ASTRAGAL @ PIVOT DOOR SCALE. 3" = 1' -0" . PT. 4�► DOOR DIM. PT. 0 2 4 a ISOLATE DISSIMIL.IAR METALS, TYP. DOOR DIM. PT_ SCALE: 3" = 1' -0" CW DIM. PT. CW DIM. PT. 2X� DOOR DIM. PT. PIVOT DOOR STRUCTURAL FRAME BY MOT DOOR MANUFACTURER, TYPCAL DOOR FRAMEWORK CLAD TO MATCH GLAZED ALUMINUM SYSTEM, TYP. TYP. VERTICAL MULLION @ PIVOT DOOR MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDRION - CONSTRUCTION DOCUMENTS • APRIL 25, 2003 SEE 2I/A-83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES JAMB @ PIVOT DOOR - DOOR IN OPEN POSITION SCALE: 3" = 1 -0" PIVOT, BY DOOR MANUFACTURER SCALE: 3" = 1' -0" SCALE 3" = 1' -0" SEE 2I/A-83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES JAMB PIVOT DOOR SEE 2I/A-83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES JAMB @ PIVOT DOOR CLADDING TO MATCH TYP. GLAZED AUIMNNUM SYSTEM SEE STRUCTURAL GLAZED ALUMINUM SYSTEM WEATHERSTRIPPING PER DOOR MANUFACTURER i�rr GiZrirlrri.7- rr.Air red iiisii►r 1 w�ii lreAr+ t j GLAZED ALUMINUM SYSTEM WEATHERSTRIPPING PER DOOR MANUFACTURER SEE STRUCTURAL GLAZED ALUMINUM SYSTEM • le NNW SEE 2I/A-83 FOR Trim PMOT DOOR STRUCTURAL FRAME AND CLADDING NOTES HEAD @ PIVOT DOOR @ PIVOT SCALE: 3" = 1"-0" 9�3 #2- SCALE 3' = 1 r. rR wt U■�IN� SEE 21/A -83 FOR TYPICAL PMT DOOR STRUCTURAL FRAME AND CLADDING NOTES SILL 0 PIVOT DOOR la PIVOT GLAZED ALUMINUM SYSTEM SEE STRUCTURAL CLADDING TO MATCH TYP_ GLAZED ALUMINUM SYSTEM WEATHERSTRIPPING PER DOOR MANUFACTURER - - inumm • SEE 2I/A-83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES TYP. HORIZONTAL MULLION @ PIVOT DOOR SCALE: 3" = 1' -0" SEE 2I/A-83 FOR TYPICAL PMT DOOR STRUCTURAL FRAME AND CLADDING NOTES HEAD @ PIVOT DOOR SCALE: 3" = 1' -0" DETAILS CITY Of NORA MIMEO JUL 0 3 2003 AS NOIEU SEE 21 /A -83 FOR TYPICAL PIVOT DOOR STRUCTURAL FRAME AND CLADDING NOTES SILL 0 PIVOT DOOR 0 1 2 4 GLAZED ALUMINUM SYSTEM SEE STRUCTURAL CLADDING TO MATCH TYP. GLAZED ALUMINUM SYSTEM 1 WEATHERSTRIPPING PER DOOR MANUFACTURER A-83 ISSE INDZ 0 HORZONTAL awrr r ' /' t i t I ; r 1 I I II I! 11111iO(5 sm MI / ii I tl J i h l 1 , PLAN colmluouS sta STUD SIZE I I I <>BTUO v wLL RAMO PER USE SAFETY PLAN TYPE OVERALL DIM STUD SIZE GAUGE SPACING 0 (LAYERS) CMS EA SIDE FIRE RATING UL DESIGN NOTES B 3-1/2" r 20 GA 16" j2) 5/B' 2 NR UL 412 OR 419 - B 3-1/2' 6" 20 GA 16" (2) S/3" 1 NR 1N. 419 - ISSE INDZ 0 HORZONTAL awrr 51DE PPP.) WW1 PER LAE SAFETY PLJW WALL BASE I■ PLAN TYPE OVERALL DIM. STUD SIZE GAUGE SPACING O.C. (LAYERS) GAM EA. -g UL DES NOTES N 4 5/r 4" C-4920 GA 24` 11) 5/1( 1 NR ILEA 258 1" CONE BNO U.L. 415 1' CORE 1110 S 3-3/4" 2' C -1(20 GA 24" 12) 5/8" 2 NR Ul 41S 1" CORE ORO EXIT (.o BASE <>* WT WALL 51DE PPP.) A-Ii-./Jir =GET SCE OM M.) RAINS PER LSE SAFETY PLAN BASE I■ PLAN , II TYPE OVERALL DIM. STUD SIZE GAUGE SPACING 0 -C (LAYERS) COB EA SIDE TYPE UL DESIGN NOTES S 3-3/4` 2" C-1120 GA 24" (2) 5/8 1 NR U.L. 415 1' CORE 1110 S 3-3/4" 2' C -1(20 GA 24" 12) 5/8" 2 NR Ul 41S 1" CORE ORO PARTITION TYPE NO SCALE 1. 2. CONTINUE ALL PARTITIONS TO THE UNDERSIDE OF STRUCTURE EXTEND WALL PAST STRUCTURAL JOIST OR FRAMING TO METAL OR CONCRETE DECK ABOVE. 3. ALL GYPSUM WALL BOARD SHALL BE TYPE "X" UNLESS SCHEDULED OR NOTED OTHERWISE. 4. ALIGN ADJACENT PARTITION TYPES SO WALL PLANES CONTINUE UNBROKEN IN ROOMS, UNLESS OTHERWISE INDICATED. TOP RUNNER TRACKS, IF LOCATED AGAINST A STRUCTURAL DECK, PROVIDE A COMPENSATING HEAD TRACK TO PROVIDE FOR +/— 1/2" VERT. MOVEMENT 6. FIRE RATED PARTITIONS: FORM A SEPARATION CONTINUOUS FROM FLOOR TO DECK ABOVE WITHOUT BREAKS AT COLUMNS, WALL TRANSITIONS OR OTHER OBSTRUCTIONS. CONTINUE FIRE RATED PARTITION SEPARATIONS WITHOUT BREAKS WHERE INTERSECTING NON —RATED PARTITIONS. nbbl 111 Soli Moon Shot See*, WaehInglon 00104 Oq 4t1,?J00 GENERAL PARTITION NOTES ALL PARTIONS ARE ACOUSTICAL PARTITIONS AND ARE TO BE FILLED WITH GLASS FIBER INSULATION AND SHALL HAVE: — RECESSED WALL FIXTURES WHICH PENETRATE THE CONSTRUCTION SHALL NOT BE LOCATED BACK TO BACK OR IN THE SAME STUD CAVITY. CAULK ALL OPENINGS IN ELECTRICAL BOXES. — ACOUSTICAL SEALANT ALONG BOTH SIDES OF THE PERIMETER WITH A NON— HARDENING SILOCONE MASTIC -- ALL BOTTOM RUNNER TRACKS AND TOP RUNNER TRACK SHALL SET IN CONTINUOUS ACOUSTICAL SEALANT. — CONTINUE STUDS AND GWB TO STRUCTURE ABOVE WITH GLASS FIBER INSULATION FULL HEIGHT. -- STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GYPSUM BOARD — ATTACH MULTIPLE LAYERS OF GYPSUM BOARD WITH NAILS OR SCREWS, DO NOT USE ADHESIVES — WHERE A SOUND RETARDANT PARTITION ABUTS PERPENDICULARLY TO A CONTINUOUS GYPSUM BOARD PARTITION, INTERRUPT THE GYPSUM BOARD AT THE POINT OF INTERSECTION AND CAULK THE JOINT LIBERALLY. DO NOT CONTINUE THE GYPSUM BOARD BEHIND THE INTERSECTING STUD. — ALL OPENINGS AROUND PIPE PENETRATIONS SHALL BE SEALED WITH A NON— HARDENING SILICONE MASTIC 7. DUCT, PIPE, CONDUIT AND OTHER PENETRATIONS THRU FIRE —RATED PARTITIONS TO BE TIGHT — FITTING AND FIRESTOPPED. 8. UNLESS NOTED OTHERWISE, PLAN DIMENSIONS ARE TO FACE OF GWB, FACE OF CONCRETE, FACE OF CMU, OR STRUCT. GRID LINES. CRITICAL CLEARANCES ARE DESIGNATED 'CLR'. 9. LOCATE WALL BACKING FOR ALL CASEWORK, ACCESSORIES, FIXTURES, RAILINGS, EQUIPMENT, ETC., INCLUDING OWNER PROVIDED ITEMS. 10. PROVIDE STUD BRACING AT QUARTER POINTS OF STUD HEIGHT FOR PARTITIONS HAVING GWB ON ONLY ONE SIDE. 11. PROVIDE HORIZONTAL BRACING FOR ALL FURRED PARTITIONS. PROVIDE 18 GAUGE ANGLE CLIPS AT 4' -0" O.C. MAXIMUM SECURED TO STUDS AND CONCRETE OR CMU WALLS. 12. MOVEMENT POTENTIAL: VERTICAL: PLUS AND MINUS 1/2 INCH. HORIZONTAL: PARALLEL TO TRACK PLUS AND MINUS 3/8 INCH. 13. DO NOT FASTEN TRACK TO STRUCTURE WITHIN 24 INCHES OF PARTITION CORNER OR INTERSECTION Illep MYA 'rC ems BMII*, * CMI Engineers 1301 5Ih Avenue, Sake 3200 I, WA 98101 Wilma ONO fitneep Landscape hchllectee 8wllle, WA 18112 The Oreeraluseh soup Accuelcel Conway 1000 Wet Iildlslson Nut Sub 201 Sulk WA 08119 PARTITION TYPE NO SCALE PLAN DETAIL SCALE 3 = 1 -0" PARTITION TYPE NO SCALE 1 1 \ 1 ■ 1 1 SIGNAGE WALL & SIGNAGE WALL BACKUP WALL" NOTE: SEE DET 35/A91 FOR ADDITK)NAI. NOTES MID DIMENSIONS PARTITION TYPE SCALE: 3" = 1' -0" PLAN DETAIL SCALE 3" = 1' -0" MUSEUM OF FLIGHT EXPANSION s..me, Washington LOBBY ADDRION • CONSTRUCTION DOCUMENTS • APRL 25 \ 1 0 1 2 4 0 1 2 4 i ra mos \ \ \ \ \ NOTE: SEE DET 35/A91 FOR ADDITIONAL NOTES AND DIMENSIONS PLAN DETAIL SCALE 3 .. , . 0 " O Wt NUM 1 \ 1 1 1 1 ■ 1 1 • * Is■ R 1 1 1 1 1 1 1 1 ■ 1 FLEXIBLE VERTICAL FIRE BARRIER I ASSEMBLY ■ 1 1 1 1 1 ■ 1 I I 1 I 1 I 1 1 1 ■ S1 NAGE MAPLE" SIGNAZE WALL BACKUP WALL" 2 LAYERS GWB EACH SIDE ON 6" 20 GAUGE MR. STUDS 12 O.C. WI GLASS FIBER BATT INSULATION CLOSE GAP WITH ACOUSTIC SEALANT FILL GAP WITH GLASS FIBER BAIT INSULATION 2 LAYERS GWB ON 4" 20 GAUGE MIL CH STUDS 12 O.C.. GLASS FIBER BATT INSULATION, W/ 1" CORE BOARD. MAKE NO RIGID CONNECTIOW TO MALL BEHIND. FILL GAP WITH GLASS FIBER BAIT INSULATION NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES MY OF MOW MINED JU 0 3 2i AS MOPED 1PUILDIk0 tit 4 INTERIOR DETAILS A -91 mem MAY 1 2 2033 PIPMR y 1 k \ TYPE OVERALL IM. STUD SIZE GAUGE SPACING 0 - (LAYERS) GOB - g UL DESIGN NOTES F 3-1/8 2- 1/2"'20 GA 16" (1) 5/3" - - - - PARTITION TYPE NO SCALE 1. 2. CONTINUE ALL PARTITIONS TO THE UNDERSIDE OF STRUCTURE EXTEND WALL PAST STRUCTURAL JOIST OR FRAMING TO METAL OR CONCRETE DECK ABOVE. 3. ALL GYPSUM WALL BOARD SHALL BE TYPE "X" UNLESS SCHEDULED OR NOTED OTHERWISE. 4. ALIGN ADJACENT PARTITION TYPES SO WALL PLANES CONTINUE UNBROKEN IN ROOMS, UNLESS OTHERWISE INDICATED. TOP RUNNER TRACKS, IF LOCATED AGAINST A STRUCTURAL DECK, PROVIDE A COMPENSATING HEAD TRACK TO PROVIDE FOR +/— 1/2" VERT. MOVEMENT 6. FIRE RATED PARTITIONS: FORM A SEPARATION CONTINUOUS FROM FLOOR TO DECK ABOVE WITHOUT BREAKS AT COLUMNS, WALL TRANSITIONS OR OTHER OBSTRUCTIONS. CONTINUE FIRE RATED PARTITION SEPARATIONS WITHOUT BREAKS WHERE INTERSECTING NON —RATED PARTITIONS. nbbl 111 Soli Moon Shot See*, WaehInglon 00104 Oq 4t1,?J00 GENERAL PARTITION NOTES ALL PARTIONS ARE ACOUSTICAL PARTITIONS AND ARE TO BE FILLED WITH GLASS FIBER INSULATION AND SHALL HAVE: — RECESSED WALL FIXTURES WHICH PENETRATE THE CONSTRUCTION SHALL NOT BE LOCATED BACK TO BACK OR IN THE SAME STUD CAVITY. CAULK ALL OPENINGS IN ELECTRICAL BOXES. — ACOUSTICAL SEALANT ALONG BOTH SIDES OF THE PERIMETER WITH A NON— HARDENING SILOCONE MASTIC -- ALL BOTTOM RUNNER TRACKS AND TOP RUNNER TRACK SHALL SET IN CONTINUOUS ACOUSTICAL SEALANT. — CONTINUE STUDS AND GWB TO STRUCTURE ABOVE WITH GLASS FIBER INSULATION FULL HEIGHT. -- STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GYPSUM BOARD — ATTACH MULTIPLE LAYERS OF GYPSUM BOARD WITH NAILS OR SCREWS, DO NOT USE ADHESIVES — WHERE A SOUND RETARDANT PARTITION ABUTS PERPENDICULARLY TO A CONTINUOUS GYPSUM BOARD PARTITION, INTERRUPT THE GYPSUM BOARD AT THE POINT OF INTERSECTION AND CAULK THE JOINT LIBERALLY. DO NOT CONTINUE THE GYPSUM BOARD BEHIND THE INTERSECTING STUD. — ALL OPENINGS AROUND PIPE PENETRATIONS SHALL BE SEALED WITH A NON— HARDENING SILICONE MASTIC 7. DUCT, PIPE, CONDUIT AND OTHER PENETRATIONS THRU FIRE —RATED PARTITIONS TO BE TIGHT — FITTING AND FIRESTOPPED. 8. UNLESS NOTED OTHERWISE, PLAN DIMENSIONS ARE TO FACE OF GWB, FACE OF CONCRETE, FACE OF CMU, OR STRUCT. GRID LINES. CRITICAL CLEARANCES ARE DESIGNATED 'CLR'. 9. LOCATE WALL BACKING FOR ALL CASEWORK, ACCESSORIES, FIXTURES, RAILINGS, EQUIPMENT, ETC., INCLUDING OWNER PROVIDED ITEMS. 10. PROVIDE STUD BRACING AT QUARTER POINTS OF STUD HEIGHT FOR PARTITIONS HAVING GWB ON ONLY ONE SIDE. 11. PROVIDE HORIZONTAL BRACING FOR ALL FURRED PARTITIONS. PROVIDE 18 GAUGE ANGLE CLIPS AT 4' -0" O.C. MAXIMUM SECURED TO STUDS AND CONCRETE OR CMU WALLS. 12. MOVEMENT POTENTIAL: VERTICAL: PLUS AND MINUS 1/2 INCH. HORIZONTAL: PARALLEL TO TRACK PLUS AND MINUS 3/8 INCH. 13. DO NOT FASTEN TRACK TO STRUCTURE WITHIN 24 INCHES OF PARTITION CORNER OR INTERSECTION Illep MYA 'rC ems BMII*, * CMI Engineers 1301 5Ih Avenue, Sake 3200 I, WA 98101 Wilma ONO fitneep Landscape hchllectee 8wllle, WA 18112 The Oreeraluseh soup Accuelcel Conway 1000 Wet Iildlslson Nut Sub 201 Sulk WA 08119 PARTITION TYPE NO SCALE PLAN DETAIL SCALE 3 = 1 -0" PARTITION TYPE NO SCALE 1 1 \ 1 ■ 1 1 SIGNAGE WALL & SIGNAGE WALL BACKUP WALL" NOTE: SEE DET 35/A91 FOR ADDITK)NAI. NOTES MID DIMENSIONS PARTITION TYPE SCALE: 3" = 1' -0" PLAN DETAIL SCALE 3" = 1' -0" MUSEUM OF FLIGHT EXPANSION s..me, Washington LOBBY ADDRION • CONSTRUCTION DOCUMENTS • APRL 25 \ 1 0 1 2 4 0 1 2 4 i ra mos \ \ \ \ \ NOTE: SEE DET 35/A91 FOR ADDITIONAL NOTES AND DIMENSIONS PLAN DETAIL SCALE 3 .. , . 0 " O Wt NUM 1 \ 1 1 1 1 ■ 1 1 • * Is■ R 1 1 1 1 1 1 1 1 ■ 1 FLEXIBLE VERTICAL FIRE BARRIER I ASSEMBLY ■ 1 1 1 1 1 ■ 1 I I 1 I 1 I 1 1 1 ■ S1 NAGE MAPLE" SIGNAZE WALL BACKUP WALL" 2 LAYERS GWB EACH SIDE ON 6" 20 GAUGE MR. STUDS 12 O.C. WI GLASS FIBER BATT INSULATION CLOSE GAP WITH ACOUSTIC SEALANT FILL GAP WITH GLASS FIBER BAIT INSULATION 2 LAYERS GWB ON 4" 20 GAUGE MIL CH STUDS 12 O.C.. GLASS FIBER BATT INSULATION, W/ 1" CORE BOARD. MAKE NO RIGID CONNECTIOW TO MALL BEHIND. FILL GAP WITH GLASS FIBER BAIT INSULATION NOTE: INTERIOR ITEMS NOTED WITH " WILL BE DEVELOPED FURTHER WITH FUTURE DRAWING ISSUES MY OF MOW MINED JU 0 3 2i AS MOPED 1PUILDIk0 tit 4 INTERIOR DETAILS A -91 mem MAY 1 2 2033 PIPMR y TABLE A MINIMUM TENSION EMBEDMENT LENGTHS, L , FOR STANDARD END HOOKS ON GRADE 60 BARS BAR SIZE NORMAL WEIGHT CONCRETE , fc (psi) 4,000 • 3 6" • 4 7" • 5 9" •7 12 • 8 14" *9 •10 15" 17" •11 19" 014 32" •18 43" END HOOK ALL GRADES D' FINISHED BEND DIAMETER BAR SIZE 180' HOOKS 90 HOOKS D E J A ***a*** tM F W F 2 311 3 Y4 lt 12 1�4 anwr- o,-Mi N 2 ,V) . sc o 1 co co o ?c? 4 •~ f'c • 4,000 PSI S I L O LT LSB LSBT p U-rUUWWWC1IMf $ I 21 Ng0s,r,N 28 35 42 61 5 2 69 78 88 98 117 156 ALL CONCRETE STRENGTHS BM SIZE LC LCS ireirr o��o ` ii Ti Ti WNW p U-rUUWWWC1IMf $ I x ,ibbj 6 2112 ALUM ANSI AP APPROX ARCH A AWHB B BL BLK O BM1 BOS B BRG BRKT BSMT BTWWI Bu c CANT CC CG CJ CL CLR CMU COL COMP CONC CONE IG CONN CONST CONTR COORD C CTR CTSK CU d DBL DEG, • OCT DEPT DIM 0 DIAPH DIM DISC DN DIG EA EF EL ELEC ELEV EMBED ENGR EQ EQUIP ES EMC FIST, (E) EXT EXTD FB FD FDN FF F FLG FP FS FT FTG GA GALV GL GRND HE HRIZ HP HS HSS HT ICBO IN INNFO INSUL INT JS KO KSI AND AT LAB ICAN CONCRETE INSTITUTE Lis I ACENNT L IN ICMI INSTITUTE OF LLV STEEL CONSTRUCTION LLBB ALTERNATE ALUMINUM LONGIT AMERICAN NATIONAL LP STANDARDS INSTITUTE LSL ARICCAN PLYWOOD ASSOCIATION LT APPROXIMATE ARCHITECTURAL: ARCHITECT AN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY BALANCE BOARD BUILDING FRAME D BLOCK: BLOCKING BEAM BRACED MOMENT FRAME BRICK MASONRY UNIT BOTTOM OF STEEL SING BEARING BRACKET BASEMENT BETWEEN BUILT -UP CAMBER STANDARD CHANNEL CANTILEVER CENTER TO CENTER CENTER OF GRAVITY CAST -IN -PLACE CONSTRUCTION JOINT CENTERLINE CLEARANCE: CLEAR C C O ONTE MASONRY UNIT UMN CONCRETE CONFIGURATION CONNECTION; CONNECT CONSTRUCTION CONTINUE: CONTINUOUS CONTRACTOR COORDINATE; COORDINATION CORRUGATED COMPLETE PENETRATION D D- U ULTRASONIC TEST CEN COUNTERSINK: COUNTERSUNK CUBIC PENNY (NAILS) DOUBLE D DI DIAGONAL DRILLED -IN CONCRETE ANCHOR DIMENSION D DISCONTINUOUS DONN DRAWING DOWEL EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR E1rBEDDED ENGINEER EQUAL: EARTHQUAKE EQUIPMENT EACH SIDE ET CE EACH MIRY EXISTING EXPANSION EXTEND; EXTENDED FLAT BAR FLOOR DRAIN FOUNDATION FAR FACE FINISH � FLOOR; FLOOR LINE ANGE FACE OF STUD FIREPROOF; FULL PENETRATION FULL SIZE: FAR SIDE FOOT; FEET FOOTING GAGE, GRADE BEAM GLUE LAMINATED GROUND HORIZONTAL EACH FACE HORIZONTAL INSIDE FACE HORIZONTAL OUTSIDE FACE HORIZONTAL HP SHAPES; HIGH POINT HIGH STRENGTH HOLLOW STEEL SECTION HE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I SIDE DIAMETER INCLUDE NFTION INSULATION INTERIOR JOIST JOINT K I P (1 ,000 POUNDS) - KIPS PER SQUARE INCH WAS MAX MATL Nd MECH MEMB MFR MIN 110 MTL NFPA NIC NO, • NS NTS OC OD OPNG OPP OPT 0*) PC P PEN PERP PL PLCS PLY* PP PREFAB PS PSI PVC R RB RCMD REF REINF REQ S2S S4S SC SCHED SECT SEOR SHT SIM SLBB SOG SP SPCG SPECS SO SSL STD STIFF STIRR STR STRUC S SYMM T TEMP THICK TOC T0S TOW TYP UBC UU- UNNO UT VERT VG VOF W/ WO WO wJ IMF Wr YD ABBREVIATIONS M ATORY � E NEAL FOOT !NEAL; LINEAR IVE LOAD LONG LEGS VERTICAL R HORIZONTAL LONG LEGS BACK- TO-BACK LOCATION,. LOCATE LO I LONG SLOTTED (HOLES) L L IIGHT IGHT VE MASONRY MAXIMUM MACHINE BOLT MISCELLANEOUS CHANCEL MEMBRANE MINIMUM: M F �MINUT'E MISCELLANEOUS MA RY OPENING MEAL NEAR FACE NATIONAL FOREST PRODUCTS ASSOCIATION NO IIN CONTRACT NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE NIG DIAMETER OPPOSITE (HAND) OPTION; OPTIONAL OVERSIZED (HOLES) OPEN WEB JOIST PRECAST POUNDS PER CUBIC FOOT PRECAST CONCRETE PANEL PENETRATION PE PE�DICULAR PLACES PLYWOOD PARTIAL PENETRATION PREFABRICATED PRESTRESSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST- TENSION POLYVINYL CHLORIDE RADIUS RAISER REFERENCE REINFORCE; REINFORCING REQUIRED REQUIREMENTS SURFACED ONE SIDE SURFACED TWO SIDES SURFACED FOUR SIDES AMERICAN STANDARD SHAPE SPACER BAR; SUPPORT BAR SLIP CR ITICAL SCHEDUL SPECIAL DUCTILE QUALITY SECTION STRUCTURAL ENGINEER OF RECORD SHEET S E �T� �� -TO -BACK SPIRAL SPACING � C�IFICATIONS SHORT SLOTTED (HOLES) STANDARD STIFFENER STIRRUP STRAIGHT STRUCTURAL SUPPORT OR SHE NALL SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE TEMPERATURE; TEMPORARY THICKNESS TOP OF CONCRETE; TOP OF CURB TOP OF FOOTING TOP OF STEEL TOP OF ALL TYPICAL UNIFORM BUILQING CODE UNDERINR I TERS LABORATORY, INCORPORATED UNLESS NOTED OTHERWISE ULTRA -SONIC TEST VERTICAL EACH FACE VERTICAL VERTICAL GRAIN VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE WITH FLANGE, WIDE IRTHOUT WOOD WIDE FLANGE; WILL FOOTING NEEP HOLE WORK POINT WEAKENED PLANE JOINT WEIGHT: STRUCTURAL TEE CUT FROM W SHAPE *LIED WIRE FABRIC YARD " 1F CHNila _ImL 1771, AWE ---��,, 4— LLOB51 P10 • 1Q' STD PIPE P6X * 6 EXTRA STRONG PIPE Q STEEL MEMBERS CONCRETE ANCHOR BOLT STN ANCHOR STEEL BEAM DOUBLE ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION A /5301 NII®IIIg EARTH L SHEET NUMBER EL 21' -5" TOP OF FLOOR ELEVATION legelo GRAVEL SECTION NUMBER L MET NUMBER DETAIL NUMBER N ••• I S I S MATQILIIE REMOVED GRID LINES NORTH ARROW — — - — . FUTURE CONSTRUCTION OR ARCHITECTURAL PROFILE __. EXISTING ELEMENTS EXISTING ELEMENTS TO BE STEEL SHAPE SERVICE LOAD END REACTION (SAME ON EACH END IF SHOWN ON ONE END ONLY) REQUIRED CONNECTION / J 0 DETAIL NOTED CONNECTION IF NOTED INDICATES SUP CRITICAL CONNECTION BEAM WEB PENETRATION NOTES: H B COLUMN IN SECTION CONCRETE ENCASED STEEL COLUMN SECTION croLuN STARTS HERE 4 COLUMN ENDS HERE $--4H 0-4 Y MOMENT CONNECTION SHEAR CONNECTION SPLICE BRACING H- H DIAGONAL BRACING HANGER HANGER BELOW FLOOR STEEL SYMBOLS TOTAL WAGER OF STUDS WHEN MORE THAN THE MINIMUM BEAM CAMBER INDICATES MOMENT CANTILEVER BEAM /SECTION SAME AS BACKSPAN UNLESS FSS 112k W36x135 (64) cr1-1/8" 37 k NOTE) oTirewisE BEAM HAUNCH DIMENSION FROM REFERENCE TOP OF STEEL DIMENSIONS AT BOTH ENDS INDICATE SLOPING MEMBER 1. NO REACTION AT EITHER END INDICATES MINIMUM CONNECTION FOR BEAM DEPTH. SEE "GENERAL NOTES FOR STEEL CONNECTIONS ". 2. SPACE STUDS PER TYPICAL SHEAR STUD PLACEMENT DETAIL. 3. "M" IN PLACE OF STEEL SHAPE INDICATES WI 0x12 WITH MINIMUM CONNECTION. 4. WHERE NO BEAM SIZE IS CALLED OUT ADJACENT TO FLOOR OR ROOF OPENING. REFER TO TYPICAL DETAILS FOR SIZES AND CONECTIONS. 5. 0 INDICATES BEAM PENETRATION PER "TYPICAL BEAM PENETRATION" DETAIL. 6. O INDICATES BEAM HAUNCH PER "TYPICAL HAIAHCFED BEAM" DETAIL. TYPICAL BEAM CALLOUT KEY 12 NOTES: 1. REINFORCEMENT DEVELOPMENT AND SPLICE LENGTHS ARE IN ACCORDANCE WITH ACI 318 -95. 2. NOTATIONS: db : NOMINAL BAR DIAMETER (INCHES) Le: TENSION DEVELOPMENT LENGTH (INCHES) FOR REINFORCEMENT SATISFYING THE FOLLOWING REQUIREMENTS: SLABS AND WILLS: CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db BEAMS AND COLUMNS: CLEAR SPACING > db, AND CONCRETE CLEAR COVER > db IT : DEVELOPMENT LENGTH OF TOP BARS IN TENSION • 1.3 x Lr (INCHES) Ls : DEVELOPMENT LENGTH OF BARS OR DOWELS IN COMPRESSION ' 19 x db (INCHES) Lc : TIED COLUMN LAP SPLICE IN COMPRESSION • 30 x db (INCHES) LA : SPIRAL COLUMN LAP SPLICE IN COMPRESSION • 22.5 x db (INCHES) La : TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS ' 1.3 (INCHES) WIN: TENSION LAP SPLICE LENGTH OF TOP BARS • 1.69 x L• ( INCHES) 3. MLTIPLY VALUES IN THE TABLE BY 1.5 IF CLEAR SPACING OR CONCRETE COMER DO NOT MEET THE REQUIREMENTS FOR Le IN NOTE 2. 4. TOP BARS: HORIZONTAL BEAN REINFORCING WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW. 5. THE DEVELOPMENT AID SPLICE LENGTHS ARE BASED ON REINFORCEMENT STRENGTH Fy • 60 KSI. 4. 0 14 AND 4 18 BANS SHALL NOT BE LAP SPLICED. SEE GENERAL NOTES. CONNECTORS 8 STEEL FLOOR DECK LONGITUDINAL WELDED WIRE FABRIC STEEL FLOOR DECK TRANSVERSE STEEL ROOF DECK LIMIT OF DECK OR SPAN MARK DIRECTION OF SPAN CONCRETE WALL CONCRETE COLUMN CONCRETE SYMBOLS ""'"F:t'" DEPRESSED SLAB RAISED SLAB CHANGE OF SLAB ELEVATION .c' SLOPING SLAB SLOPE =z;gm CHANGE THICKNESS SLAB X FLOOR OR WALL OPENING R1 STUD RAIL 13 MISCELLANEOUS SYMBOLS 9 CJ OR FOS 1. ABOVE VALUES VALID FOR ALL CASES IF: DO C� : 2" - AND 2. BAR DIMENSION REQUIRED TO MANUFACTURE HOOK. 3. FOS ' FACE OF SUPPORT. 4. FOR COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 2011. 90 HOOK TYP STANDARD HOOKS & EMBEDMENT 19 DRAWING NO 5101 5201 5301 5401 5411 TYPICAL STEEL DETAILS 5412 TYPICAL STEEL DETAILS 8413 TYPICAL ROOF 8 STEEL DECK DETAILS $501 56 2 TITLE GE A ATITIOTES $ I OLS AND DRAWING LIST LOAD MAPS FOUNDATION, LEVEL 1, MEZZANINE, ROOF PLAN BRACED FRAME ELEVATIONS B DETAILS TYPICAL CONCRETE DETAILS CONCRETE SECTIONS MO DETAILS STEEL SECTIONS AND DETAILS STEEL SECTIONS AND DETAILS DRAWING LIST POfr /42 OTY Of TUKIMU1 A1lwOrEl) JUL 0 3 2003 AS POW I j � ' I ry � f 11 REID M LOLL T�;% 16 REINFORCING BAR DEVELOPMENT & SPLICE LENGTH TABLES 18 5 10 20 111 860 Judson SW 1616, Wishinglon11101 Fat am ammo Ma r usson IOemincic AMOOisis SWAIM and CM 130151H Avow Sulle 3200 s, 11M► 91101 warm Mir Chop Landow ArchlIK6n 2329 EN 1110uon ac BvaMe, IIM1 11112 The Omonbuech &cup Cowling 1900 N M NW Slu , Sub 201 MNet, VA 98119 JOB *76281.20 SHT . //f 4R ir; 4/30/2003 4132r01 PM BLC ( SRO, ()co [DIRECT] FS Alts Mono.plt ) 1Aflloht ■entry •xpanslonNee_s001.dan MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 REVISIONS 1 OATH OLUMPTIM ABBREVIATIONS, LEGENDS DAVE: pxxasPfi AND DRAWING LIST =N S001 SHEET NO 44 11'° Y:1 1 f � coo I 71 r: 0128 N 4 01141131.11 1111 0 rl S3ION 1VIAN3O K um cv EOOZ £ 0 1f1f olhoteN non Airo -- t-At• - •bc '9NIAINO 31Id 9NI8I10 O9£ZO N01133S NOIIV311133dS 83d SWI801INOH 9N101Il8 9NI1SIX3 '3 10 NO I IVTiVISN 13A83S90 0111 SNIN1V313 a3.L3V S31014 0311I80 31183580 :S80H34 V 80 S13100 031(10!!9 113433 80 AX0d3 '8 *SWUM 1V81YL3f1MLS ND WOWS SdOHONV 1D 1133834 OS JO 9N11S31 NOISN3I 011 S33NVISI0 3903 `SSNI3VdS '3101101 SNIN3114911 '1N3No3oN3 NOH3N! `SNOI SN31I O 801191! `3dA1 8011310 `SNDISN3110 310H 0311180 10 NOI1VAd3S80 1VflSIA 3n13NI 11VHS N O1133dSNI 1VI33dS SfOIMIIU103 :S80113NV 3131£1103 NI -0311180 'V -8l-S 9N1180dd1S • 8 80 0 SST1* 1M8ILL3f1i1s 0111138 111113V8 '8 'V1V81S 9118!38 OIV SNOIIVAV3X3 NOIIVOn03 'V X1 IN3ddV 031 el H1LdM ID 301 83d '9111531 ONV NOI133dSNI 83J S3111033081 ODA SlOI1V313I33dS 33S 'Al NO I S i A I O 'ZZ 831ddH3 38(1 83d 9N1380JNI31 AO 9NI013M '8 ' l'S'S' 101 l 38(1 A8 0310N SV Id33X3 'S140I133 NO3 8D SOWN JD 9110131 "V 030V3811 80 `SSA 9110131 3IN83410X3 '9N10131 11(18 A9 91138031131 JD 91I3I1dS '8 9NISS381S38d 01! 1331S 9NI38014I38 JO 11I3133V Id 'V M330-0144/ (10 1! 1d3J SOUS 030!31 511013 80101! lunionuis 31l. 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FIRST FLOOR 11 16 • JOB '7628 5117 `;IZE:4P.9'r, 4/30/2003 4:32104 PM KC ( SWIM, Oce tDIFtECT1FS Wts Mono.plt ) lAflIght \entry •xponslonVmo.s101.63n , 1 ,... ti ). • 4...:;. -;'... .1 h.' ;--__J__::-4 . .' 1 ,--........-,.............. y .; , ';' 1 ' .I i • ?, \ n 0 ....,f_ .. 4. ..... • I: !: • ,... '......:_..-:...... - .-..•.,,-;: ._ i : .....---.». ..• ' : 0 i 1 N II , .1 /., •,. ::,„._:,..,.,...1....(,„...., • v..._...,.. L ....,..,,,4 , . 1-.,:i•: i _ • .; _ k i-9-:: :.,..',C 1 .--.4 1; . I I • i 1 r i . • ! :I f ;, i f • • - • J , --. -.--..-..r. . • ,j 1 ..... Vs\ • • \ \ \ • \ \ •\ • 12 , ...... • • 'N._ t ; • H. MUSEUM OF FLIGHT EXPANSION Sesta% VVashington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 MEZZANINE LEVEL 11 tit " k*` k■`,.■ • • _._ . • _ • ROOF LEVEL r • - 0 REVISIONS •••.: —I ■•• 4 A i , , — - - - . f 4? f t : _ p. •_ It t •• • - -o IC) ND OESNIPTKIP 0 C 19 NO 001E. oixorno LOAD MAP NOTES 1. LOADS SHOO DO NOT INCLUDE SELF MEIONT OF STRUCTURE. 2. THESE LOADS ARE FOR GENERAL INFORMATION OILY. 3. MERE THE DESIGN LIVE LOAD IS NOTED AS REDUcIBLE, THE DESIGN LIVE LOAD MAY BE REDUCED IN ACCORDANCE WITH UBC 97, SECTION 1607. 4. SOL = SUPERIMPOSED DEAD LOAD LL • LIVf LOAD LOAD SCHEDULE A. LOBBIES/CONCOURSE/STAIRS/EXISTS SELF WIGHT SDL MECH/ELEC/MISC I 10 PSF LL LIVE LOAD/EXHIBITS I 125 PSF B. LIGHT STORAGE/MEC/WI I CAL SELF VE I GHT SOL IECWELEC/MISC I 5 PSF SOL HOUSEKEEPING PADS/ TOPPING SL I I SEEPLNIFORTH1K&LOC LL LIVE LO I 125 PSF (OR EQUIP Vi, VHICHEVER IS GREATER) C. ROOF SELF EIGHT SOL IECWELEC/MISC 5 PSF CE IL ING/MISC 5 PSF SOL ROOFING 12 PSF LL LIVE LOAD 25 PSF STRUCTURAL DESIGN DATA LIVE LOADS SHALL BE IN ACCORDANCE WITH THE LOAD DIAGRAMS. SNOW LOADS: SNOW LOADING AND SNOW DRIFT LOADING SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (APPENDIX CHAPTER 16, DIVISION 1), Pg 20PSF , I z1.15 , Ce = 0.7. WIND LOADS WIND PRESSURE SHAU.. BE IN ACCORDANCE WITH THE BUILDING CODE BASIC WOO SPEED EQUALS 80 MILES PER HOUR, EXPOSURE C, IMPORTANCE FACTOR OF 1.0. SEISMIC LOADS SEISMIC LOADING SHALL IN ACCORDANCE WITH TIE BUILDING CODE (ZONE 3), I = 1.0, R = 5.6, SEISMIC SITE COEFFICIENT SHALL BE IN ACCORDANCE WITh THE OTECHNICAL REPORT. LATERAL FORCES ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE BRACED FRAIES. MOMENTS, WEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY BRACED FRAMES IN PROPORTION TO THEIR ABILITY TO RESIST LATERAL DEFORMATION. i)043-aw/4•21.1. LOAD SCHEDULE AND NOTES LOAD MAPS 1 i Li L '--,—.. \ —7— ----- -- - • — - - - L. RED p — t-_. , ...% S1 01 SHEET NO avvV2, ; ; MIR MINN nbbf 111 !kWh Mew Nest flasles, IMMO 91104 pop man Fen (2011 021-231. it NOTES: •••■•111.1•1•.. J FOUNDATION PLAN t-cr MEZZANINE PLAN i NOTES: Magnusson 10ernsrcio Associate Stuckirel and CM Engineers 1301 511 Menus, Sub 3200 Sulk VA 99101 Warm Deagn Oro* Landecsps Ardeclura 2329 Ent Maeson ON, IAA 90112 WALL / / • / • / • / / / • / / - / • / / / / 1. TOP OF FOOTING ELEVATION SHALL BE 13' 5"• SUBGRADE BELOW FOOTINGS SHALL BE INSPECTED IN ACCORDANCE WITH THE STRUCTURAL GENERAL NOTES IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. 2. "F5" INDICATES FOOTING MARK. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMINT. ' V 21" SO co*: PIER 18" SO CONC PIER 1. REFERENCE FLOOR ELEVATION IS 33'-5" REFERENCE TP O OF STRUCTURAL STEEL IS 5 INCHES BELOW THE REFERENCE FLOOR ELEVATION UNLESS NOTED OTHERWISE. 2. THE STRUCTURAL SLAB IS 2* INCHES OF CONCRETE ON 3 INCH COMPOSITE METAL DECK. REINFORCE WITH IIF 6X6 W2.9 X W2.9. REINFORCING SHOWN ON THE PLAN AND IN THE TYPICAL DETAILS IS IN ADDITION TO THIS REINFORCING. Ur SO CONC PIER (E) STL CHANNEL GRATING, REFER TO NOTE 6. TOS EL 39 2 CONC ON 3 STL DECK 3. SEE LATERAL FRAME ELEVATIONS FOR BEAM SIZES NOT INDICATED ON PLANS. 4. SEE TYPICAL SLAB DETAILS FOR REINFORCING AROUND OPENINGS. NOT ALL OPENINGS MAY BE SHOWN. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAMNGS. NOTIFY STRUCTURAL ENGINEER OF ANY PENETRATIONS LARGER THAN 1'-0 THAT ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT AND LOCATION OF CONCRETE CUBS HOUSEKEEPING POS, EDGE ANGLES, Ni SLAB PENETRATIONS. 6. GRATING MALL OE GALVAN I ZED STEEL. B SH WITH_Axii INCH BEARING BARS 11F4 (1 NG ALL BE BANDED WITH 1 INCH AR SPACED AT 1411 INCH CENO). TING INCH CROSS S AT 4 INCH CENTERS. DESIGNATION: 19- YIELDED TO EACH BEARING AT SUPPORTED EDS. FASTEN GRATING TO STEEL WITH REMOVABLE CLIPS PER MANUFACTURER S RECOMMENDATIUONS. 'The Onanbusch Group Acauslcal Consulting 1900 West Worm Ma OM 201 I, VA 91119 F1 (E) CONC lia 21" SO CONC PIER IV PILE CAP, TIP 18" SO CONC PIER 70 , r ' • 0 • ii " . 70.. _ 7 • -;*. - +..._ _ _ NOTES: MUSEUM OF FLIGHT EXPANSION Seatde, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 • / • / I 20/5601 ROOF PLAN I . 1/S601 OPP LEVEL 1 (LOBBY) PLAN 1. REFERENCE FLOOR ELEVATION IS 23'-5. TOP OF SLAB IS AT THE REFERENCE ELEVATION UNLESS NOTED OTHERWISE. /2 2. SLAB ON GRADE IS 6" THICK REINFORCED WITH *4 s le EACH NAY AT SLAB MIDDEPTH UNLESS NOTED OTHERWISE. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 3. SEE TYPICAL SLAB DETAILS FOR REINFORCING AROUND OPENINGS. NOT ALL OPENINGS MAY BE SHOIN. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF ANY PENETRATIONS LARGER THAN 1 THAT ARE NOT SHOIN ON THE STRUCTURAL DRAWINGS. 4. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, EDGE ANGLES, AND SLAB PENETRATIONS. 5. "0" INDICATES DIMENSIONS TO BE FIELD VERIFIED. 6. COLUMNS TO BE ERECTED WITH TOLERANCES IN ACCORDANCE WITH ARCHITECTURALLY EXPOSED STRUTURAL STEEL.. 1010• OPT SPLICE SEE 14/S601 3" x 18 GA ROOF DECK W6x12 ID Cl) CD NOTES: 1. REFERENCE ROOF ELEVATIONS ARE GIVEN AT COLUMNS AND ARE NOTED THUS: ROOF EL 1- ARE 2. REFERENCE ROOF ELEVATION IS GIVEN AT THE BOTTOM OF THE ROOF DECK. STEEL SLOPES UNIFORMLY BETWEEN REFERDCE ELEVATIONS. 3. STRUCTURAL ROOF DECK IS 3 Hat 18 GAGE METAL OEM UNLESS NOTED OTHERWISE. 4. SEE LATERAL FRAME ELEVATIONS FOR BEAM SIZES NOT INDICATED ON PLANS. 5. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIN, EXTENT MAD LOCATION OF CONCRETE aires, HOUSEKEEPING PAM EDGE AWES, ANb SLAB PEHETRATIONS. • 6. • `._,' " INDICATES ROOF MACHORS FOR SAFETY TIE-OFF LOCATIONS. COORDINATE vim ARCH I TEcTURAL DRAWINGS NO APPROVED WINDOW MOH INC MANUFACTURER S DRAWINGS. SEE 4/3004. 7. SEAMS LABELED WITH -8 ARE LOWERED TO ILION FOR CANTILEVERS AND CONNECTIONS AS MIN IN THE DETAILS. TOP OF STEEL ELEVATION FOR THESE BEAN SU BE l'ETRIED FRON DETAILS. 13x1-1 4.)4. REVISIONS MP OM: 0110111,110 Pt0 10I-0" 10 1/5601 1 0$109103 I 0 101 ' ", • --3-, • 9 9 it ROOF EL TYP AT 10 Ni!: 0E1011111101 50 D A 1,I ,, _--.,,, 1 .1' - __*.i . 1 . ‘ 1 ., -- n . - • ', • 1:7 \r.: _:_....„.-.T.7.........-_.....:„...:::......._,.1 .__ ... ., 1 11 1 ' T1 - ‘, ---) :.... __ „....) I I 11 0.1. . . . . :, ( ' 4 .-- ---- - ------' t..._) r ._,..._:„.........___.:,-,_,.„.... , - -- ------ - --III 1 ( 1 . Ii i ....... ..-,::-.' . i t ( OPT SPUCE SEE 13/3801 1;1 \ \ \ \ \ • \ \ 20/3601 OPP FOUNDATION, LEVEL 1, MEZZANINE, ROOF PLANS N II I •••-•-4 „ V • • • 4■-••1.4C. JUN 1 REID MIDDLETON. INC. S201 IINEE'T NO U) 2 co 0 (N OD N s ,ibbj !rod PIA (136), TYP DETAIL BLOCK FL6 ONE SIDE, TYP �Da eft 1 hi> 12 1 6 N <TYP W/ (8) 8) ) T DIA A BOLTS, TYP DETAIL 1 i = 14)" 11 16 W/ (6) 114" N DIA A325 BOLTS SHY BTWN WEB $ SHEAR TAB AS REm BLOCK FLANGE OIE SIDE c� w FLANGE ROOF ANCHOR PER APWiOVED WUKIOW WASH MFR DW63Is DETAIL PL FOR CONN OF W27 PER TYPE C5 CONN NOTES= 1. SEE 2/S301 FOR INFO NOT SHOWN. M = 1 1 o u DETAIL 7 I 2 IN =11 17 BRACED FRAME BF -1 NOTES 1. AT LOCATIONS MARKED "*", USE Cl CONNECTION W/ (3) 16" DIAMETER BOLTS SC. 4- FIRST FLOOR 4_ f2 o 3 I i f 2 � . 3 BRACED FRAME BF-2 13 18_ 4 W = W14x4, BRACED FRAME BF-3 15 /S301 V ROOF �`''� FIRST FLOOR SIY 5 PL� W6) WELD TO BO FLANGES & WEB NOTES 1. SEE 9/S301 FOR INFO NOT SHOWN. CONN PEII TYPE WI DIA A325 BOLTS DETAIL DETAIL V" • 1'-0r" DETAIL 14 12" • 1'-O" SECTION 10 S Q0 ADDED SLAB BARS SEE PLAN 13x1' -1" W/ (4) 1" DIA A307 AB 15 1Sfe" • f-cf SECTION 19 to 3v , 0 3 /1151 %ow .....5 SECTION 1 `LI IN JUN 1 i J33 REID MIDDLETON, INC, RED 41 ,,,�.;'�_,•,� WI (91 DIA A325 SC BOLTS LL0 111 Oadh Admen Out Sup, rNiM+iMeniMOr 1201) 2214450 Fs (204 021-2300 Magnusson lemon* Associsies Shand end CM 1301 MAIMS, bee 3200 a._ 00101 X1w Design Group► imams Amalgam bole, NI% 11112 The GmenbiiCh Gm Coniding i WM Sully 201 Sulk VA 9•119 MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 REVISIONS 04/0w03 *31 0 191 IMIMMIPMD BRACED FRAME ELEVATIONS & DETAILS Na PAM otlawne -�N 5301 !T NO ft COLUMN FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING EACH WAY BOTTOM REMARKS Fl 1-6"x7'-( 1 (5) 8 6 (5) *6 EW TOP AT SIN li F2 4 0"0' -Or 1' -3" (4) *4 USE AND • 190' HOOKS AT END OF REINF F3 5'- 0''x5' -O 1'-6" (5) 45 PROVIDE (5) 45 EW TOP F4 10 0"x10 1'-6" (10) e6 D (OF LARGER PENETRATION) S REMARKS 1" (t) 1+f '� u 2" (t) 3" TO 4" ) 3" TO 6" WO nbbj 111 Solt Mew Most Sulk WohMojtaII x'101 PON mum Fog (20/9 ciao Mgmusson IOenMNllcic A osoci irr *WAN and CM Wows 1301 fah Anus, Buhr =0 VA wo1 MMi man Orrin Droop Landompr Aral isclot East Mao 81 Soak NR 15112 The OarrnbusCh Oroup Acoustical Cansdlng 1000 Waal MCluMOOn SP* em 201 , VA 91119 11 16 2" CLR TYP 1'-6" Mx El NOTES 1. PIER SIZE SHOWN ON PLAN. SECTION V 2" CLR TYP 1' -9" Mx (4) 4 8 (8) *7 SECTIONS TYPICAL CONCRETE PIER ORIENT FE DIRECTION TO ALLOW FOR BP (3) TIES a 3" TOP 12 UPPER 1'-O FTG WN 1111®IIIE r 1 FTG DEPTH, SEE COL FTG SCHED MAX EXCAVATION W/O LOWERING UPPER FTG OR PLACING AGAINST AS I SOIL COLUMN FOOTING SCHEDULE TOP BARS WHERE SHOWN IN FTG SCFED TOF EL SHOWN ON FDN PLAN 4 CL COL COL a FTG CL SHALL COINCIDE IMO ON DINGS CONC COL COL DWLS �^ TO MATCH COL VERTS J UPPER FTG REINf, SEE COL FTG SCHED of UNDISTURBED SOIL HOOK BARS IF INDICATED 1-� FTG WIDTH f IN FTG SCHED MIN (SEE COL FTG SCHED) TYP TYPICAL CONCRETE COLUMN FOOTING MUSEUM OF FLIGHT EXPANSION Seattle. Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS APRIL 25, 2003 13 118 NOTE: THICKEN SLAB AS REID IF CONOUTS CROSS (FOR ALL DIAMETERS) - 1. DO NOT DISTURB ANY REINFORCING BARS. NOTES: 1. OMIT ADDED REINFORCEMENT NOTED ABOVE *€N SPECIAL REINFORCEMENT INDICATED ON PLAN OR DETAILS EXCEEDS THIS. 2. OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND REVIEEIE•D BY THE STRUCTURAL ENGINEER BEFORE PLACEMENT. 3. wfN EDGE OF CONCRETE CLOSE TO OPENING WILL NOT ALLOW THIS LENGTH, CONSULT THE STRUCTURAL ENGINEER BEFORE CONSTRUCTION. ADD *4 PAD HT z 12" EF FOR " DECK SPANS EITHER DIRECTION -J ISOLATION JOINT AT COLUMN 2 10-70 MAX 4" MIN 0 0 0 ay IN illeguitmemg- TYPICAL PIPING /CONDUIT IN SOG DETAIL 2'-0" MIN OR La SEE NOTE 3 ADD (2)15 T&B OF Al AND B1 ARE LESS THAN 2 ADD (1) 15 T88) NOTES: 1. HOUSEKEEPING PAD ON SLAB ON GROUND AND FORMED SLABS SIMILAR. TYPICAL HOUSEKEEPING PAD REVISIONS ti B1 4'-O" MAX AT LEAST 2x91 OR 2x82 WIICI€VER IS LARGER SMALLER OPNGS MAY BE PLACED IN A ZONE RONFORCED A LARGER OPNG TYPICAL OPENINGS IN SLAB ON GRADE AB AS REOI BY EQUIP SUPPLIER HOUSEKEEPING PAD SEE IifCH/ELECT/ ARCH FOR SIZE o LOC Mx...Ct. a 10" EW (2) *4 EW, MIN BOND OR ROUGHEN SURFACE IF PAD POURED SEPARATELY 14 NOTES SLAB HOOK MUST BE PLACED IN DOT OF FLUTES FOR SLABS ON DECK CONTROL JOINT TYPICAL SLAB ON GRADE DETAILS 1 _ OG/O0r03 All 0 101 OME: COCRIPnaP 10 OAR: 01EXIIPTION PLAN @ SMALL OPENINGS 6" OR LESS NOTE: CUT NO REINFORCING BARS. TYPICAL PENETRATIONS IN SLAB ON GRADE 0 "o r 3- B2 4'-O' MAX " T ` ,+1' X CJ TYPICAL CONCRETE CURB CONT ALL TFRU JTS �W KEY "x1l "x0'-1` DEEP AT 24 OC 11111g1IIIMIIMIIIM TYPICAL CONCRETE DETAILS CONT HEW IF POSSIBLE 45 CONT 1 4x' a 9" IF 2 Z D > 10" *4x :a 12" IF D 00" *5 5S9"IF0)2' -6" *4 a 10" •51110" IF D ) 2''4" ______� - , .. , _-:-1, i ,' ,'i I I ij U �1'N IS ._3 i 1 j REID M!DDLETON. NC 1. T = 6" MINIM OR 10" MAXIMUM. IF T ) 10". SEE TYPICAL HOUSEKEEPING PAD DETAIL. 2. SEE ARCI1TECTUtAL FOR T AND D DIMENSIONS NO CURB LOCATIONS. 3. VERTICAL BARS SHALL BE CAST INTO SLAB. DRILLED DOWELS ARE NOT PERMITTED. D CS LS G 11 l5 JUN 1 i 03 REID MIDDLETON, INC. WR ON EDGE LAP 2' -1" KEY 1/3 aye DEPTH CONSTRUCTION JOINT NOTES: 1. LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON COLUMN LINES. PROVIDE CONTROL JOINTS ON ALL COLUMN LINE AND AT 30 TIMES SLAB THICKNESS MAXIMUM M SPACING EACH IRY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE- ENTRANT CORNERS CONTRACTOR SHALL SKIT A JOINTING PLAN TO ARCHITECT FOR REVIEW. 2. SAW JOINTS SMALL BE IMDE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAWL INS IMO WITHIN 24 HOURS OF SLAR PLAN. SAW JOINTS SKI. BE FILLED WITH SEALANT AS COORDINATED WIN ARCHITECT. 3. SEE PIA FOR SLID THICKNESS NO REINFORCING. S401 SKEET NO 5 10 15 SiZE: 48 36 6/9/2003 JOB *7628120 TABLE C WIDE- FLANGE BEAM DEPTH MAXIMUM REACTION NO COPE TOP COPE ONLY TOP & BOTTOM COPE 2 NUMBER BER OF BOLTS MAX REACTION (KIPS) PL THICK (A36) (INCH) VELD SIZE (INCH) Fy =50 KSI Fy (BM) = 50 KSI Fy (BM) = 50 KSI MIN NEB THICK (INCH) MIN NEB THICK (INCH) MAX COPE LENGTH (INCH) MIN WEB THICK (INCH) MAX COPE LENGTH (INCH) W44 TO 44 0.20 4 4 0.21 8 0.18 TO56 9 TO 60 0.23 0.26 0.28 0.24 0.27 in 0.36 0.27 0.30 k3i P.. CO 0.42 ?1� 0.27 0.29 0.47 0.26 CO 0.28 I 11 O 0.51 O ti 0.25 0.53 0.27 0.25 0.56 CO 0.24 0.26 0.57 l - I I 0.19 5 0.19 0.59 18 0.21 4 0.26 0.60 18 0.31 6� 0.37 0.26 N iOn%:5 7 0.43 0.41 0.38 8 0.43 co 491 ti 0.52 0.39 0 .r CD CO CD CO 0.44 0.62 0.40 0.44 0.69 CO 491 ti 0.40 0.44 0 0.74 2 0 0.41 0.44 0.78 0.41 0.44 18 0.82 0.41 0.44 18 0.84 0.87 18 0.88 18 TABLE B WIDE- FLANGE BEAM DEPTH MAXIMUM REACTION TOP COPE ONLY TOP & BOTTOM COPE 8 T013 2 MAX REACTION (KIPS) PL THICK (A36) (INCH) MELD SIZE (INCH) Fy (BM) = 50 KSI Fy (BM) = 50 KSI MIN NEB THICK (INCH) MAX COPE LENGTH (INCH) MIN NEB THICK (INCH) MAX COPE LENGTH (INCH) W36, W40 TO 38 6 W44 TO 44 0.20 4 4 0.21 8 TO56 9 TO 60 0.23 0.26 0.24 0.27 in 0.27 0.30 k3i P.. CO ?1� 0.27 0.29 0.26 CO 0.28 0.25 0.27 0.25 0.27 0.25 0.26 CO 0.24 0.26 l - I I 0.19 5 0.19 0.21 4 0.26 0.31 6� 0.37 0.37 7 0.43 0.38 8 0.43 co 491 ti ti 0.39 0 .r CD CO CD CO 0.44 0.40 0.44 0.40 0.44 0.41 0.44 0.41 0.44 18 0.41 0.44 18 TABLE A WIDE- FLANGE BEAM DEPTH BUILT -UP BEAM DEPTHS (INCH) wMMIM NUMBER OF BOLTS REQUIRED W8, W10 W12 8 T013 2 W14, W16, 11118 TO 19 3 W21, W24, W27 TO 25 4 W30, W33 TO 31 5 W36, W40 TO 38 6 W44 TO 44 7 TO50 8 TO56 9 TO 60 10 MINIMUM SUPPORT THICKNESS MEN MELDED TO SUPPORT BOLT DIA Fy =50 KSI T 0.26" 1" 0.36" nbbj NOTES= THESE NOTES APPLY TO ALL CONNECTIONS, UNLESS NOTED OTHERWISE. 1. SEE PLANS FOR BEAM REACTIONS WHERE NO DETAIL IS NOTED. USE APPROPRIATE TYPICAL DETAIL. 2. THE MINIMUM N ER OF BOLTS IN A BEAM WEB CONECTION SHALL BE AS SHOWN IN TABLE A. 3. BEAMS SHALL HAVE STANDARD ROUND HOLES (STD) AND SHEAR TAB PLATES SHALL HAVE HORIZONTAL SHORT SLOTTED HOLES (SSL), UNLESS NOTED OTHERWISE. 4. BOLTS IN CONNECTIONS OF BEAM TO BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC). 5. FOR EXTERIOR SPANDREL BEMIS, SEE TYPICAL SPANDREL BEAM STIFFENER DETAIL. 6. MEN CONDITIONS VARY FROM THOSE SHOWN IN THE "TYPICAL DETAILS ", OR %HEN THE CONTRACTOR WANTS TO USE ALTERNATE DETAILS; DETAIL CONSTRUCTION ACCORDING TO THE Alp MANUAL OF STEEL CONSTRUCTION. SUBMIT CALCULATIONS FOR ENGINEER S APPROVAL. 7. CONTRACTOR SHALL COORDINATE THE BOLT SELECTION AND USE BETNEEN FABRICATOR AND ERECTOR. 8. MIEN THE ACTUAL MEB THICKNESS IS LESS THAN THAT SHOW IN THE APPLICABLE TABLE, SEE TYPICAL NE8 DOUBLER DETAIL OR SCALE THE MAXIMM REACTION BY THE RATIO OF ACTUAL NEB THICKNESS TO MINIMM NEB THICKNESS. 9. SEE "GENERAL NOTES FOR COPED BEAMS" FOR ADDITIONAL REQUIREMENTS MIEN BEAMS ARE COPED. GENERAL NOTES FOR STEEL CONNECTIONS SECTION (SKEWED BEAMS) NOTES: 1. SEE TABLE B FOR ADDITIONAL CONNECTION REQUIREMENTS. 2. WHEN REQUIRED NUMBER OF BOLTS DOES NOT FIT WITHIN BEAM DEPTH, OR VHEN THE REACTION IS MORE THAN THE MAXIMUM IN TABLE B, USE CONNECTION TYPE C2 OR CONNECTION TYPE C10. 3. FOR SKEIED BEAMS NOT MEETING THE LIMITS SHOMH IN SECTION A, SEE TYPICAL SKEIED BEAM CONNECTION, TYPE C8. sF4F TIP B OLTS, SEE NOTE 1 < NOTE 1 SIN SECT V SEE NOTE 1 BEAM TO COLUMN FLANGE SINGLE PLATE SHEAR CONNECTIONS BEAM TO BEAM NOTE: SEE GENERAL NOTES FOR COPED BEAMS. TYPICAL STEEL CONNECTION, TYPE C1 TABLE B m m TYPICAL COPED BEAM DETAIL NOTES: THESE NOTES APPLY TO ALL COPED BEAMS, UNLESS NOTED OTHERWISE. 1. COPED BEAMS SHALL BE CHECKED FOR MINIMUM WEB THICKNESS AND MAXIMM COPE LENGTH PER APPLICABLE TABLE. COPE LENGTH IS AS SHOWN IN THE CONNECTION DETAILS. 2. WIWI TOP COPE DEPTH IS 2" FOR BEAM DEPTHS UP TOOK 3 FOR BEAM I¢1 AND DEEPER. WHEN ACTUAL COPE DEPTH EXCEEDS MIAXIMUM COPE DEPTH, ADD STIFFENERS PER TYPICAL. COPE WEB STIFFENER DETAIL. 3. WHEN ACTUAL COPE LENGTH IS GREATER THAN SHOWN IN APPLICABLE TABLE, SEE TYPICAL COPE NEB STIFFENER DETAIL OR THE MAXIMUM REACTION BY THE RATIO OF MAXIMM COPE LENGTH TO ACTUAL COPE LENGTH. THESE REDUCTIONS ARE NOT ALLOIED BELOW THE HEAVY LINES SHONN IN THE TABLES. W D LS w LS COPE LENGTH PL ES OF WEB I w V NOTES: 1. 'Ili SHALL BE 0.35t OR AISC MINIMUM. 2. ' LS' SHALL BE THE GREATER OF THREE TIMES THE PLATE WIDTH OR TI D TIMES THE COPE DEPTH (dc) . 3. ADJUST BOLT LOCATION AS REQUIRED. SEE NOTE 3 0 I "B ELEVATION N X,' : - - -- X 5 7 10Vg COEFFICENT NOTES: 1. USE FOLLOWING FORMULA TO DETERMINE DOUBLER PLATE THICKNESS: (MINIMUM B TI 11C PER RC CONNECTION TABLES B OR C) MINUS (BEAM WEB 2. MINIMUM PLATE THICKNESS SHALL BE ki INCH; MINIMUM WIDTH 5". 3. PLATE SHALL BE SAME GRADE STEEL AS BEAM. 4. VELD SIZE (w) SHALL BE Vs INCH LESS THAN PLATE THICKNESS. GENERAL NOTES FOR COPED BEAMS 3 TYPICAL COPE WEB STIFFENER TYPICAL STEEL CONNECTION, TYPE C2 TABLE C TYP PIPE COL BASE PLATE DET 18 4 TYPICAL WEB DOUBLER 5 9 TYPICAL STEEL CONNECTION, TYPE C3 14 TYPICAL STEEL CONNECTION, TYPE C4 10 4 2 SKEWED SEE TABLE B FOR MELD SIZE / V iz f 6V2 PLAN � t� e 6" 1" SECTION SEE NOTE 1 NOTES: 1. SEE TYPICAL WEB COPE STIFFENER DETAIL FOR INFORMATION NOT SHOM1, CUT PLATE CIE SIDE AS REQUIRED FOR FIT UP. SUP GIRDER OR COL 2. REFERENCE TABLE B FOR NUMBER OF BOLTS REQUIRED FOR WOW REACTION. TYPICAL STEEL CONNECTION, TYPE C8 (4) li" QIA A307 AB WI 1-0" MtN EMBED SEE COL SCHED FOR SIZE BASE SEE CCL SCIED - ---'"� NON -SH WNK GROUT ". " EQ EQ V r W -CL-- )1. 1111 COL W Ns V PLAN FIN COLENOS BASE PL PER AISC ELEVATION TOC E NOS 1. TIGHTEN MIDIOR BOLTS SNUG TIGHT AND TACK WELD NUT TO BOLT TO PREVENT LOOSENING. 16 TYPICAL BASE PLATE DETAIL, TYPE 1 =TR SHALL HOLD BASE PL RIGIDL IN NG WHILE GROUTI NOTE: SEE GENERAL NOTES FOR COPED BEAMS. NOTES: [ S�BMTOBM CONN FOR DIM FINISH COL END & BASE PL PER MSC SPIER BEAM TO COLUMN FLANGE NOTES: 1. SEE TABLE C FOR ADDITIONAL CONNECTION REQUIREMENTS. 2. ONE ANGLE MAY BE FIELD MELDED AT CONTRACTOR'S OPTION. 3. TOLERANCE ON RETURN VELD SHALL BE +1/4, -0 " • PLAN AT PIPE COL SECTION HHORIIZ SSL COPE BOT FLG ONLY MEN RECD FOR ERECTION . .. __ , 11111E (4) " DIA A307 AB WI - EMBED, 2 EMBED • SIN 2 SEE NOTE 1 1. ALL WELDS HIVE FIELD WELD OPTION. 2. CONTRACTOR SHALL HOLD BASE PLATE RIGIDLY IN PLACE MILE GROUTING. 3. TIGHTEN ANCHOR BOLTS TO SMUG TIGHT AND TACK VELD NUT TO BOLT TO PREVENT LOOSENING. MAX COPE linant MAX 1- 11111111 V" 2" FOR L4x4 2l42" FOR L5x5 BEAM TO BEAM HORIZ SEE TABLE C DOUBLE ANGLE SHEAR CONNECTIONS (2) L4x4 (A36) 4. MEN C2 CONNECTIONS LINE UP ON OPPOSITE SIDES OF A SUPPORT GIRDER AND WELDS ARE USED, THE MINIMUM SUPPORT THICKNESS MIST BE GREATER THAN OR EQUAL TO THE SUM OF THE MINIMM SUPPORT THICKNESS FOR EACH INCOMING C2 CONNECTION BOLTED & WELDED LOC BOLTS PER L GAGE 4 S OF BOLTS IN EA ROW 1g1 SECTION 903 /4t2 BOLTED ONLY (A36) NOTES: 1. SEE TYPICAL STEEL CONNECTION TYPE C1 AND TABLE B FOR ADDITIONAL CONNECTION REQUIREMENTS. 2. COPE LENGTHS MAY EXCEED THE LIMITS SWAN IN TABLE B. 3. FOR SKEED BEANS, SEE TYPICAL STEEL CONNECTION TYPE C1, SECTION A AND NOTE 3 NOTES= SEE OW %A i Alt 0 3 2p03 witD SEE OTES TOP STIFF PL TIP (SAME GRADE &MICKASBMTOPFLG) NNE BEAM TO BEAM MOMENT CONNECTION cP TYP CP TYP SECT V • SECTION PROVIDE T&8 FLG STIFF PL (SAME SIZE 8 GRADE AS LARGEST BM FLGS) SECT CP TYP T&B FLG CP TYP TM FIG SEE NOTE TYP 1. SEE TYPICAL STEEL CONNECTION TYPE Cl AND TABLE B FOR ADDITIONAL CONNECTION REQUIREMENTS. BEAM TO COLUMN FLANGE MOMENT CONNECTION inMarmr 111 I I CP The FLG -"- !i. WHEN X>3" ADD STIFF PL • I SEE NOTE TYP 2" BOT STIFF PL TIP (SAME GRADE & THICK ASON DOT FIG+K ") 1111,0-5 4.411 X 14 ✓4 SECTION SECTION NOTES: 1. SEE TYPICAL STEEL CONNECTION TYPE Cl AND TABLE B FOR ADDITIONAL CONNECT I ON REQUIREMENTS. BEAM TO COLUMN WEB MOMENT CONNECTION 19 TYPICAL STEEL CONNECTION, TYPE C5 TYPICAL STEEL DETAILS 15 uaurM ono CM Enan..rt 1301 5Ih Avow, si* 3M0 a.Mre, VIA N101 Vargo D.ui1n Group 2329 Est Moho ft aim,, Nit 11112 The Grosnbusch Group Acousecol Cowling 1900 West Nicknon SlN,.t,0011,M1 •.m., VOA (4119 J OB "7628120 SHT SIZE: 48x 7,- 4/30/2003 4s32 :09 PIN sic (S11t1IB, Ocs (DIRECT] FS Wts Mono,plt ) I : \flight.ntry •xponslon s s4114sin MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 REVISIONS OM mane le DAB: OEyaN►ria. N S411 MET NO annin i um 1 • 116111111. ammo TABLE Y NO OF BOLTS PER SIDE Si" PA A325 BOLTS ALLOORBLE REACTION (KIPS) TABLE J D SIZE MINIM M BEAM - THICK MINIMA COLUMN WE8 THI Fy =50 KSI Fy =50 KSI 6" SERVICE OR CONNECT ION V2" PEARAPIGa+O a isTa0ar 0if if ale 0.19 SERVICE LOAD CAPACITY OF LARSEN CONNECTION (KIPS) 7' 45 0.52 0.33 36 NUMBER OF Jr DIA A325 BOLTS IN LARGER CONNECTION 6" 0.20 0.34 2 3 4 5 6 7 8 9 10 11 12 OW 0.52 7 13 20 28 38 48 60 72 84 97 6 - 19 7 11 17 24 32 41 52 63 74 97 100 20 - 39 127 0.51 26 32 40 49 59 70 81 93 106 40 - 59 0.38 17" 263 44 51 60 69 79 90 101 113 60 - 79 316 19" 0.50 0.39 Ile 69 78 88 98 109 120 80 - 99 200 21" V 10" 114• 0.77 86 95 106 115 126 100 - 119 224 23" 11" 1i4" k" 0.83 111 121 131 120 - 136 126 137 _ NUMBER OF 1' DIA A490 BOLTS IN LARGER CONNECTION 2 3 4 5 6 7 8 9 10 11 12 00 6 12 23 35 50 67 85 106 125 147 170 6 - 19 10 16 27 39 54 70 88 108 128 150 172 20 - 39 26 36 48 62 78 96 115 135 156 178 40 - 59 48 60 74 89 106 125 144 165 186 60 - 79 71 84 100 116 134 153 173 194 80 - 99 95 109 126 143 161 181 201 100 - 119 119 134 151 169 188 208 120 - 139 142 159 177 195 214 140 - 159 166 183 202 221 160 - 179 190 208 226 100 - 199 213 231 200 - 235 218 236 TABLE Y NO OF BOLTS PER SIDE Si" PA A325 BOLTS ALLOORBLE REACTION (KIPS) THICKNESS D SIZE MINIM M BEAM - THICK MINIMA COLUMN WE8 THI Fy =50 KSI Fy =50 KSI 6" 18 V2" PEARAPIGa+O a isTa0ar 0if if ale 0.19 0.13 7' 45 0.52 0.33 36 29 6" 0.20 0.14 0.34 73 9" 0.52 0.36 y 50 55 0.25 0.18 V" 101 0. 40 0.52 0.37 6" 76 y 0.30 0.22 12' 128 i' 0.51 0.38 eD 107 0 0.35 0.26 0. 54 155 14" 0.51 0.38 _" 182 127 0.51 0.38 1' 209 0.67 0.51 0.38 7" 236 0.51 0.38 17" 263 1 V 0.51 0.38 163 290 8 ' 0.50 0.39 j 0.74 316 19" 0.50 0.39 TABLE D REACTION (KIPS) SEAT (INCH) MINIMM BEAM NEB THICKNESS (INCH) I W T VELD Fy =50 KSI 20 6" 6" V2" V4" 0.25 28 7' 6" i y4 0.30 36 8" 6" W V 0.34 46 9" 6" V2" y 0.39 55 10" 6" V" y 0. 40 64 11" 6" %' y 0.45 73 12' 6" i' 54" 0.48 83 13" 6" II" V 0. 54 _ 115 14" 6" 1" _" 0.66 127 _ 15' 7" 1' " 0.67 139 16' 7" 116 0.69 151 17" 8" 1 V 0.71 163 18 8 ' i 1 %" I" j 0.74 175 19" 9" 136" Ile 0.75 187 20" 92" 1V2" " _ _ 0.76 200 21" V 10" 114• 0.77 212 22" 10" 1i4" Ili" 0.81 224 23" 11" 1i4" k" 0.83 TABLE E PLATE SIZE REQUIRED (A36) MAXIMUM REACTION (KIPS) MINIMUM WEB THICKNESS (IN) Fy =50 KSI PLV2x6 MOO PL1x10 PL1 V4x12 54 106 170 230 f4 to Viz COL STRENGTH MIN COL WEB THICKNESS CORRECTION FACTOR Cf K" WELO" WELD Fy = 50 KSI %' V2" 1.5xMELD /T„eb K Y V nbbj 111 lou0 Judson Met S Fs MI I214300 B FLG FIT TO BEAR STIFF PL%x4 WHERE REID, TABLE E, NOTE 2 WHEN DIM X IS THAN 6 ADD PL (A36) & USE SHOR C SEAR PL, SIM TO CONK TYPE SECT SMALLER COIN] SEE NOTE NOTES: 1. WEN BEAM MEB IS LESS THAN VALUE SHOW, REDUCE ALLO*BLE REACTION BY THE RATIO WITH MINIMUM THICKNESS. 2. FOR BEAMS ON ONLY ONE SIDE, THE MINIMUM COLUMN 1E8 THICKNESS IS ONE HALF OF THE VALUE SHOMMI. 3. ]MEN COLUMN MEB IS LESS THAN VALUE SHONN, REDUCE ALLONMIBLE REACTION BY THE RATIO WITH THE MINIMUM THICKNESS. 4. MINIMUM NUMBER OF BOLTS PER SIDE SHALL CONFORM TO TABLE A IN "GENERAL NOTES FOR STEEL CONNECTIONS". 5. END PLATE SHALL FIT WITHIN BEAM DEPTH. 6. V4 INCH MAXIMUM SHIMS ALLOWED ON EACH SIDE. 7. BLOCK BEAM FLANGES ]MERE REQUIRED TO CLEAR COLUMN FLANGES, V4 INCH CLEAR MAXIMUM. SUPT NOTE: SEE TABLE B FOR CONNECTION REQUIREMENTS. INCOMING BEAM ONE SIDE g and Cm Enginee s 13015m two, Si* 3200 8841118, VMN1 01101 Vaphamm Design O Landscape NwIlraw. 2320 East Madison St. 9•112 LARGER CONN SEE NOTE 2 SPACE TO CLR WEB/TOE OF NOTES: 1. SMALLER CONNECTON: SEE TABLE B FOR BOLTS, PLATES AND WIELDS NOT SHOWN. 2. LARGER CONNECTION: SEE TABLE J FOR BOLT REQUIREMENTS. SEE TABLE B FOR PLATES AND MELDS NOT SHOW. 3. BEAM FLANGES SHALL NOT BE COPED. BEAM TO COLUMN WEB NON - MOMENT CONNECTION (MOMENT CONNECTION AT FLANGES) TYPICAL STEEL CONNECTION, TYPE C6 SEE CONK TYPE C22 TO DETERMINE MAX REACTION FOR SIZING PL, USE TOTAL NO OF BOLTS ABOVE TOP FLG TINES 12.6 KIPS/BOLT FOR Ii" DIA A325 BOLT & 22 KIPS/BOLT FOR 1" DIA A490 BOLT. SEE TABLE E FOR PL SIZE. SEE CONN TYPE Cl SEE TABLE E FOR PL SIZE < <M STIFF PL AS READ BY CONN TYPE C4, TYP COL WEB FIRST BM TO BE ERECTED TEMP ERECTION AID CONTR RESPONSIBILITY BEAM TO COLUMN WEB NON - MOMENT CONNECTION TYPICAL STEEL CONNECTION, TYPE C10 L v The 0nenbusch Gm Acousecil Compiling 11000 Wilt Worm Sat, Sidle 201 Nees, VMA 03110 NOTES: 1. SEE TABLE B FOR CONNECTION REQUIREMENTS. USE TOTAL NUMBER OF BOLTS IN CONNECTION. 2. EXTEND SHEAR TABS TO FLANGE AS SHWA, VELD PER TABLE B. BEAM FLANGE INTERSECTING BEAM WEB 9. BM WEB NOTES: 1. SMALLER CONNECTON: SEE TABLE B FOR BOLTS, PLATES AND WELDS NOT SH0*1. 2. LARGER CONNECTION: SEE TABLE J FOR BOLT REQUIREMENTS. SEE TABLE B FOR PLATES AND MELDS NOT SHOWN (BASED ON BOLT QUANTITY). 3. BEAM FLANGES SHALL NOT BE COPED. BEAM TO COLUMN WEB NON - MOMENT CONNECTION (NON- MOMENT CONNECTION AT FLANGES) TYPICAL STEEL CONNECTION, TYPE C7 SECTIONS SKEWED BEAMS 3" OR AS NEEDED TO CLR FLG FOR LARGER BM T BE ERECTED /SEE Y TO DETERMINE MAX REACTION FOR SIZING PL, USE TOTAL NO OF BOLTS BELOW BOT FLG TIMES 12.6 KIPS/BOLT FOR I" DIA A325 BOLT e 22 KIPS/BOLT FOR 1" DIA A490 BOLT. SEE CONN TYPE C23. TYPICAL STEEL CONNECTION, TYPE C21 k SEE TABLE E FOR PL SIZE PERPENDICULAR BEAMS SEE TABLE E FOR PL SIZE PLVi (A36) TYP SEE MX PLAN FOR SKEW 3O MIA)O BEAM TO ELEVATED BEAM CONNECTION TYPICAL STEEL CONNECTION, TYPE C22 SMALLER CONN LARGER CONN « .O. SEE NOTE 1 SEE NOTE 2 SPACE TO CLR WEB/TOE OF JOB *76281.20 SH7 171: 48x 7 4/30/2003 4s32s11 PM BLC C SW1s€.Oce [DIRECT] FS Wts Mono.plt ) )s \flIght'rrntry expanalonV►e_s412.don I END PL (A36) SEE TABLE Y T DIA A325 BOLTS SEE TABLE Y FOR NO ES OF BM TYP 12 " 5 " r SECTION NOTE: SEE OTHER DETAILS FOR CALLOUTS. SECT V 8 NOTE: SEE 'INCOMING BEAM ONE SIDE' FOR CALLOUTS. INCOMING BEAM BOTH SIDES 12 117 * ONE-SIDED CONNECTION SEE NOTE 1 BELOW FOR PL TABLE Y LENGTH OF WELD FOR BU BM EQS PL LENGTH + 6" FOR .75 tw BU BM .75 tM SUPT BM SIZE (A36 SEE CONN TYPE C1 PL LENGTH SECTION NOTES: 1. PLATE TO BE SAME THICKNESS AS BEAM EB, BUT NOT LESS THAN V. DETERMINE PLATE LENGTH BY USING A MAXIMUM TENSION IN THE PLATE OF 12 KSI. (I.E. PLATE LENGTH = TOTAL REACTION/ PLATE THICKNESS x 12KS1). LENGTH NOT TO BE LESS THAN 6 ". 2. CONTRACTOR SHALL PERFORM ULTRASONIC TESTING AND INSPECTION OF BEAM BOTTOM FLANGE PER SPECIFICATION FOR WELDED CONNECTIONS. 3. SEE TABLE B FOR CONNECTION REQUIREMENTS. 4. tw INDICATES BEAM WEB THICKNESS. MUSEUM OF FLIGHT EXPANSION Seats, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 TYPICAL STEEL CONNECTION, TYPE C23 NOTES: 1. WERE TWO OR MORE BEAMS FRAME INTO PLATE, THE MAXIMUM REACTION IS THE SUM OF THE REACTIONS OF THE BEAMS. 2. WHEN BEAM NEB THICKNESS IS LESS THAN SHOW IN TAME, ADO STIFFENERS. 3. WHERE BEAM FRAMES PARALLEL TO SUPPORT BE*, PROVIDE CONNECTION SIMILAR TO TYPE C1 INTO PLATE SPECIFIED IN TAKE E. TABLE E TABLE J 1 18 BM WEB THICK SEE NOTE 3 PL%x4xW (A36) SEE NOTE 6 _ NOTES: 1. SEE TYPE C20 NOTES AND TABLE D. NOTES: 1. SEE PLANS FOR BEAM REACTIONS. 2. SEE TABLE D FOR SEAT INFORMATION. 3. ADD DOUBLER PLATE PER DETAIL A MERE MINIMUM BEAM MEB THICKNESS REQUIREMENT PER TABLE D IS NOT SATISFIED. IN LIEU OF PROVIDING DOUBLER PLATE, THE TABLE 0 REACTION CAN BE SCALED BY THE RATIO OF THE ACTUAL NEB THICKNESS DIVIDED BY THE REQUIRED NEB THICKNESS. 4. TIE CONFECTION MAY BE SKEWED A MAXIMA OF 30 DEGREES BY SKEWING THE STIFFENER PLATE TO ALIGN WITH THE BEAM WEB. 5. WERE C20 CONNECTIONS OCCUR ON BOTH SIDES OF THE COLUMN WEB, THE MINIMUM COLUMN WEB THICKNESS (Treb) IS TO BE AS FOLLOWS OR THE TABLE D SEAT LENGTH (L) SHALL BE INCREASED BY MULTIPLYING THE LENGTHS BY Cf AS FOLLOWS= 6. FOR COLUMNS WEIGHING MORE THAN 130 LB /FT WITH BEAMS FRAMING INTO ONE SIDE OF THE COLUMN WEB ONLY EXTEND THE SEAT PLATE TO THE COLUMN FLANGES AND PROVIDE ADDITIONAL PLATE LENGTH TO ACCOMODATE (2) ADDITIONALINCH DIAMETER A325 BOLTS AT 3 INCH SPACING. 7. W IS A MINIMUM WIDTH PER TABLE. ALL CONNECTIONS MUST BE FABRICATED WITH THE PROPER BOLT SPACING AND EDGE DISTANCES PER AISC. 8. MERE THE FLANGE WIDTH IS LESS THAN 592 INCHES, WELD THE BEAM FLANGE TO THE SEAT PLATE IN LIEU OF BOLTING. X03 - /42- CONN PER GETS TYPICAL TAPERED W14 1 0111 lb:411 SEE NOTE 6 SET TAKE D •r. PLTc4xL (A36) L4x4xii (1136) OPTS SEE NOTES 6 6 7 SEE NOTE 8 PL TO MATCH SID mac NO sn WIDTH, OF TOP OF FLANGE REVISIONS y4 y4 OA/E. MI 19 OPT BONLTSS� SECTION et CMI SEATED BEAM TO COLUMN WEB NON - MOMENT CONNECTION TYPICAL STEEL CONNECTION, TYPE C20 TYPICAL STEEL CONNECTION, TYPE C20 NOTES & TABLE D an If UMW eigNOWN JUL 0 3 ?003 As WED DETAIL TYPICAL STEEL DETAILS DOUBLER PL THICK TO OBTAIN PIN WEB TICK 1 S412 SHEET No emPlitirmu P..Y 1 . new sum 1 ■ il� ____.4— 2 in W y - a - 11J! if, m IR 12" V! 1 " *4 2 MI, a l s ZIxou* J lifi4J4 < ' t ou LIMMill 13 = C4N5.4 elf —, ____A 1'-4" I i TO fir TO ■ TABLE K 2 in REINF 0" TO 9" - 11J! if, S� - s N UJ X11 12" OVER 2'-0" TO 2 *4 2 I Ij [ OVER 2 TO 3 tto < ' C4x5 i N r I L. - 4-6" 04x5 .4 ____A TABLE K H REINF 0" TO 9" - OVER 9" TO 2 *4 • 12" OVER 2'-0" TO 2 *4 • 8" OVER 2 TO 3 *4 • 6" k. nbbj 111 �� �poll�iQ+-23oo Msanulson Memo* Amiga. Multi end CM Engineers 13015m A u., Sub 3203 VA 99101 Landow AlthIlKtm 2329 Eat Wow o ac SoM., 99112 TIN Gra.nbusth Group Amami Wading 1903 wbMt Mdismon Seat, &i1.201 BUM., tlM100110 NOTES: 1. SEE PLAN FOR REQUIRED NUMBER OF STUDS. STIRS SHALL BE PLACED AT A MAXIMUM SPACING OF 2' -0 ALONG THE BEAM AXIS, UNLESS NOTED OTHERWISE ON PLAN. 2. UNLESS NOTED OTHERWISE, STUDS ARE TO BE EQUALLY SPACED ALONG THE BEAM LENGTH AND PLACED SYMMETRICALLY ABOUT THE BEAM CENTERLINE AXIS. IF EQUAL SPACING IS NOT POSSIBLE DIE TO DECK CONFIGURATION, THE STRUCTURAL. ENGINEER SHALL BE NOTIFIED. 3. THE REQUIRED NUMBER OF STUD ROBS SHALL BE DETERMINED AS FOLLOOB (BEAM LENGTH IN FEET): A. FOR DECK FLUTES PERPENDICtLAR TO THE BEAM: • ROAN • • STUDS / BEAM LENGTH 0. FOR DECK FLUTES PARALLEL TO THE BEAM: • ROMHLS = (0.375 x • STUDS) / BEAM LENGTH 4. FOR DECK FLUTES PARALLEL TO THE BEAML THE FIRST STUD (OR STUDS) SHALL BE PLACED 6" FROM THE BEAM ENDS. FOR DECK FLUTES PERPENDICULAR LAR TO THE T FIRST STUD (OR STUDS) SHALL BE PLACED IN THE FLUTE CLOSEST TO THE BEAM . 5. FOR CANTILEVER SPANS, STUDS SHALL BE PLACED IN ONE ROW ALONG THE BEAM CENTERLINE AXIS AT A MAXIMUM SPACING OF 2 -0 . STUDS PLACED ON THE CANTILEVER SPAN ARE NOT INCLUDED IN THE NUMBER OF STUDS SHHOMI ON THE DRAWINGS. 6. MERE MELDED WIRE FABRIC IS USED AS SLAB RE IIEORCEMENT ADDITIONAL REINFORCEMENT SHALL BE PLACED PERPENDICULAR TO THE BEAM ACROSS THE BEAM AND CANTILEVER SPANS AS FOLLOWS: 1 OR 2 STUDS / FT - ADD N9NE 3 STIRS / FT - ADD *4 X 5 -0" • 1 " 4 OR MORE STIRS / FT - ADD •4 X 5 -0" • 10" SECTION A JOB '7628/20 SHT SIZE: 4h , f, 4/30/2003 4532012 PM BLC ( SWAB, Coco (DIRECT] FS Wts Mono.pit ) I:\fiightrntry •xpvnsionr•_s414.62n f TYPICAL SHEAR STUD PLACEMENT AND ADDED REINFORCING OFxOP'' x 3. WJDTH SPOT WELD EA FLUTE �x �4 x WIDTH NOTES: 1. INSTALL REINFORCING BEFORE CUTTING HOLES. 2. CONTRACTOR SHALL COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL. CONTRACTORS. 3. IRO, C4 AND L3x3 ARE A3$ STEEL. SECTION B FOR OPENINGS LESS THAN 5'-6" TYPICAL ROOF DECK OPENING 3 x LARGEST HOLE SIZE OR ADD REINF i" DIA SUE, t O HOLES LESS THAN 6" DO NOT REQUIRE REIN/, PROVIDED IT DOES MOT CUT THAN ONE WEB MORE TYPICAL STUD MEN Toe TOP OF MIL DECK TOG SINGLE ROW OF STUDS - PLAN �I TVP 0 o 0 TWO ROWS OF STUDS - PLAN PLAN MUSEUM OF FLIGHT EXPANSION Seattle, wlwsr,irgbon LOBBY ADDITION CONSTRUCTION DOCUMENTS -APRIL 25, 2003 PLACE STUDS ON CL AXIS —CLBM — CL BM THREE ROWS OF STUDS — PLAN 1 18 LOWER WWF TO PLACE TOP BAR NOTES: 1. STIRS ARE" DIAMETER AT 24" ON CENTER, TYPICAL, UNLESS NOTED OTHERWISE. 2. AAT ALL ANGLES ANQ IEBS LESS THeNM OR EQUAL TQ Yo " THIp(, USE 9k DIAMETER x 4 STUDS AT 12 CENTER. 3. DECK SPANS EITHER DIRECTION, SEE PLANS. 4. ROOF DECK SIMILAR. SEE TABLE K FOR TOP REINF, UNO ON PLAN 3 ATTACH DECK PER GEN NOTE SECTION • �It \ 2-8 BENT PLy4 (A36) ifs / 2 -8 CONT BTWN PURLINS TYPICAL DECK SUPPORT ANGLE AT DROPPED BEAMS TYPICAL DECK SUPPORT DETAIL 4 4 CONT DECK PARALLEL TO BEAM NOTES. 1. BLOCK OUT OPENING BEFORE PLACING CONCRETE. 2. REMOVE BLOCKOUT AND CUT DECK AFTER CONCRETE HAS CURED. 3. CONTRACTOR SHALL COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECTURAL DRAWINGS. 4. 11 10 AND C4 ARE A36 STEEL. SHORE, AS NEEDED, UNTIL CONC REACHES DESIGN STRENGTH EDGE FORM FURNISHED BY DECK ERECTOR 5. DECK OPENINGS SPACED AT 3 TIMES THE LARGEST OPENING SIZE MMY BE CONSIDERED INDIVIDUAL OPENINGS. OPENINGS CLOSER THAN 3 TINES THE LARGEST OPENING SIZE SHALL BE CONSIDERED AS A SINGLE COMBINED OPENING, DIMENSION MEASURED FROM THE EXTREME EDGE OF ONE OPENING TO THE EXTREME OPPOSITE EDP OF THE OTHER GY FLG :vt0 SEE TABLE K FOR TOP REINF, UNO ON PLAN LOWER WWF TO PLACE TOP BAR 3'-6" TYPICAL DECK SUPPORT DETAILS WHERE DECK ELEVATION VARIES " REVISIONS ND OA1E: *4 CONT DECK PERPENDICULAR TO BEAM TYPICAL DECK EDGE CONDITIONS 3 x LARGEST HOLE SIZE OR ADD REIN/ HOLES LESS THAN 6" REINF DO NOT REQUIRE FOR OPENINGS LESS THAN 4 TYPICAL FLOOR DECK OPENING SHORE, AS NEEDED, UNTIL CONC REACHES DESIGN STRENGTH P LAN *4 CONT TYP " I 24" TYP `---- L3x3x1/4 L TO BM FL6 TYPICAL DECK SUPPORT TYPICAL ROOF AND STEEL DECK — V4 -6 (1) *4 ALL SIDES. BOT BARS PARALLEL TO DECK ;WALL BE PLACED 1 CLR FROM BOT OF DECK —0" T01 NO ADDED BM READ. A � � AS SHOW �I L S413 SET No onflitligio M :•Y POW CIPASI I nbbj l " • 1'-O" DETAIL 11 I12 (E) ooNC WALL 4 6 M TIES SECTION 16 fir" "Y -o SECTION 17 F 3 - 8 PAVING, SEE CIVIL CO 1 3 I T TOP' SEE PLAN FOR REINF ID "• 1 ' SECTION 118 Po3q4-2- 9 (E) CONC WALL i DETAIL •4x2' -6" a 12 ", EKED 5" IN EPDXY-FILLED HOLE 13 SIDEWALK PER CIVIL •4 a 18" (3) •6 EXTEND 1'-6" BEYOND GRID "B" c_ J, "Jr 9 SECTION TOP OF HOOKS CAST INTO SIDEWALK LEVEL 1 I EL 21' -11 " 14 it" •1-og oa caNc sup ON GROUND _., €n€n - 11 II ®I lignp SECTION 19 'z" =1, -0" c m ( TuOILA opfigne Jul_ t 3 ZOO es NOW SECTION GONG WALL _ RE'D �i?� TCN INC 15 DETAIL 20 111 Sofa Afton MN p MM p �E, �M�on 91101 Fix (all Q1-2l00 *gnomon IOrm.ncic ANOCialrs Mani .SOW 1301 sm Prams, Sulk 3200 Boa., Vw4 911o1 Wallow Design Ow 2329 Eat won St. Soot, V4111112 The Gmenauscf>I 11900 WIN Iliderson 81i„1, Suits 201 SNOW VA 01119 JOB "7628120 SHT S/ZE: 4R 3(3 4/30/2003 4132114 PM BIC ( SWMB, Oce (DIRECT) FS Wts Mono.plt ) I:\fII t\entry exponsIoniee_s501 "dgn MUSEUM OF FLIGHT EXPANSION Seattle, wast,ington LOBBY ADDITION CONSTRUCTION DOCUMENTS - APRIL 25, 2003 REVISIONS pR DAR: DExerrros► CONCRETE SECTIONS AND DETAILS 011 0111 S501 SHEET NO orillita 1 conga r ,ibbj w A325 BATS DETAIL SECTION SECTION FULL HT STIFF PLA (A36) SECTION DETAIL DETAIL ! - J BEGIN TAPER CONT AT EA EM OF MAIN ROOF BM 1. SEE 12/S601 FOR INFORMATION NOT SHOWN. P4 CONT TO P4, TYP SECTION ERECTION BOLTS SECTION DETAIL SECTION TYP 3 SIDES TYP 3 SIDES P4 CONT INSIDE PASSES TFROUGHT PL ROOF ANCHOR PER APPROVED INDOOR WASH MFR Dw8S TYPE Cl CONN TO W27 w/ FULL HT SEAR TAB— DETAIL DETAIL TABLE PL THICKNESS L 8 "c L<1' -O" y4 1' -0wt L41' -2" 1' -2I L41' -5" 1' -5 "c LG 2' -0" ROOF DECK EDGE SUPPORT ERECTION BOLTS PL%x5x0' -10" (A36) ES TYPICAL SPLICE FOR HSS6x4 E) C12x20.7 y4 2 -8 V4 -e I I I I I 11 I 1 1 1 14 SECTION SECTION 111 Souh Afton lMt •1�1, Wa i1104 001) 2231100 Fin pos).21-23oo PER PLAN 1 S DE TAIL lefS601 FOR INFORMATION NOT SHO81►1. SECTION Mpnueoan IOunencic Amain SI ucbsel Ind CM EnOnesm 1301 5Ih Prams, Su* 3200 IMO VA N101 Wile Nn Ompipv Om. Landscape Archlkidn roe Eat Meson a eon, ral 01112 The Gmsnbiwch Group 1� NW N1C 1p arsrt, Buhr 201 Isles, IMU 31110 /O •'F,"ul I+ j/< /1f1/7nn 41. Pfr R1 r r SruFt_ nr,w ff11RCrT1 F'S ■tie Ynnn_M4 1 19%411"P%4%min *r.. A..• noun 1.,.Vt....a .GA'. 44o... MUSEUM OF FLIGHT EXPANSION Seattle, vlwaahingbon LOBBY ADDITION CONSTRUCTION DOCUMENTS -APRIL 25, 2003 REVISIONS 1111 MR oaaw nso 1w Ooh= III Irnai PL (A36) EA SIDE w/ " DIA A307 BOLT IN LONG PERT SLOT. SET BOLT IN CTR OF SLOT. STD HOLE IN HSS FINGER TIGHT AND PEEN THREADS. HSS6x6 O SIM TOS PER ARCH TOS PER ARCH 01 01111) Crl 3U L 0 3 25/3 16 veto TYP ES> TYP TO TIDE TYP ES C4 HSS10x6 NOTO SIM TYP y4 NOTES 1. SEE ARCHITERURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. WELD ANGLE SIM TO 18/S601. SECTION SECTION y STEEL SECTIONS AND DETAILS MAY 1 2 iL ', A ••�www"�" y4 P PER ARCH Pi% (A36) THRU SLOT IN TUBE, NOT •SIM FIRST FLOOR W/12) �," DID ) SROS P134x7x0'� 7" (A36) 1N/ (4) U DIAx6" STUDS • SIM WWI& r • SEE NOTE 2 L3x3xy4 W/ ERECTION BOLTS If NOT SHOWN FOR CLARITY. SEE 18/S501 FOR INFO EXTDID FL 6" W PAST CL S601 MET No 15 20 ii r ,ibbj w A325 BATS DETAIL SECTION SECTION FULL HT STIFF PLA (A36) SECTION DETAIL DETAIL ! - J BEGIN TAPER CONT AT EA EM OF MAIN ROOF BM 1. SEE 12/S601 FOR INFORMATION NOT SHOWN. P4 CONT TO P4, TYP SECTION ERECTION BOLTS SECTION DETAIL SECTION TYP 3 SIDES TYP 3 SIDES P4 CONT INSIDE PASSES TFROUGHT PL ROOF ANCHOR PER APPROVED INDOOR WASH MFR Dw8S TYPE Cl CONN TO W27 w/ FULL HT SEAR TAB— DETAIL DETAIL TABLE PL THICKNESS L 8 "c L<1' -O" y4 1' -0wt L41' -2" 1' -2I L41' -5" 1' -5 "c LG 2' -0" ROOF DECK EDGE SUPPORT ERECTION BOLTS PL%x5x0' -10" (A36) ES TYPICAL SPLICE FOR HSS6x4 E) C12x20.7 y4 2 -8 V4 -e I I I I I 11 I 1 1 1 14 SECTION SECTION 111 Souh Afton lMt •1�1, Wa i1104 001) 2231100 Fin pos).21-23oo PER PLAN 1 S DE TAIL lefS601 FOR INFORMATION NOT SHO81►1. SECTION Mpnueoan IOunencic Amain SI ucbsel Ind CM EnOnesm 1301 5Ih Prams, Su* 3200 IMO VA N101 Wile Nn Ompipv Om. Landscape Archlkidn roe Eat Meson a eon, ral 01112 The Gmsnbiwch Group 1� NW N1C 1p arsrt, Buhr 201 Isles, IMU 31110 /O •'F,"ul I+ j/< /1f1/7nn 41. Pfr R1 r r SruFt_ nr,w ff11RCrT1 F'S ■tie Ynnn_M4 1 19%411"P%4%min *r.. A..• noun 1.,.Vt....a .GA'. 44o... MUSEUM OF FLIGHT EXPANSION Seattle, vlwaahingbon LOBBY ADDITION CONSTRUCTION DOCUMENTS -APRIL 25, 2003 REVISIONS 1111 MR oaaw nso 1w Ooh= III Irnai PL (A36) EA SIDE w/ " DIA A307 BOLT IN LONG PERT SLOT. SET BOLT IN CTR OF SLOT. STD HOLE IN HSS FINGER TIGHT AND PEEN THREADS. HSS6x6 O SIM TOS PER ARCH TOS PER ARCH 01 01111) Crl 3U L 0 3 25/3 16 veto TYP ES> TYP TO TIDE TYP ES C4 HSS10x6 NOTO SIM TYP y4 NOTES 1. SEE ARCHITERURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. WELD ANGLE SIM TO 18/S601. SECTION SECTION y STEEL SECTIONS AND DETAILS MAY 1 2 iL ', A ••�www"�" y4 P PER ARCH Pi% (A36) THRU SLOT IN TUBE, NOT •SIM FIRST FLOOR W/12) �," DID ) SROS P134x7x0'� 7" (A36) 1N/ (4) U DIAx6" STUDS • SIM WWI& r • SEE NOTE 2 L3x3xy4 W/ ERECTION BOLTS If NOT SHOWN FOR CLARITY. SEE 18/S501 FOR INFO EXTDID FL 6" W PAST CL S601 MET No 15 20 E2 fl; F LL HTLk4 U36) A I FOR IN• TABS C011116 NS 0 SHEAR PI. .,,. ,.- -/- 1 I 10 W/ TYPE C21 COMI --. + � " i .4r CP TOP FLANGE • snFF PL 4 (A36) "+ Si / t 1 rall= 1. 0 CP TOP FLANGE h. " 1� � SHEAR PIA or . 411 11141, SHEAR PLC , CAP PL1 / 0 901 ;; FULL HT Fs \ \ � ,- y4 , 1 i " ) BOLTS I w ) A325 BOLTS I 11• x11.0. SECTION 1 %" s 1' -0" SECTION 2 r • 1'-0" SECTION 3 %" .1..0 SECTION 4 5 Ns 0 V ...._____3/s602 1 1 CAP PL1 � 3J" EC 1 V a/ssoQ � � _ Ni t:: t n SLOT CAP PL1 N I PE T'FEiU SLOT • (3) DIA • I A325 BOLTS, TYP All r N �- -- -~ I '7 WI V 10 Typ Ns Nor W14 NOT SHOWN CLARITY F TY , � " C3) A z tTl N - •- -- -- BOLTS NOT SHOIM BONS. TYP ^ 14/S602 411► � M► T " --- �_�___ FOR CLARITY SC BOLTS A 13/s602 �► I 6 1 7 34` .1.-0. SECTION I 8 i" =1 SECTION 9 10 \ 4 , "'' \ w30 NOT SHOWN A !) \ \ �.. 0 - . tioN' �. _ PIA 136 3 goo /44 w18 NOT SHOWN �. '� - •1 , ' --- I.. I I= -04. % . " \ ,,d \ IP P ' %L r AIL j 010 / \ i" = 1'-" SECTION 113 /' W14 / v" s 1' SECTION NOT SHOWN e 14 11 112 1 f`" L I a �} 4 0 --- rw - M 3 Am Fp) rt ( [i rs woi o ---oro tai JO i 1 A3 REID MIDDLETON, INC. j 16 171 18 19 20 C v , N O N m C 0 C O a x m C C 9 4- L Ca 4- a O C O U, 4- v) LA- O U O 2 1/) nbbj 111 laAh Afton Met Wiehinglen 911041 �j 20 1214700 MpnuNOn lOsmencic Meocieles 8euclucol ono CM Engineers 1301 54h Moue, Sub 3200 sNtr., wN 91101 Nbiemen Delp Goy Ewt MrdMNn 8t 91111e, IIMI 9I112 The Gmstiauch Group Acme** Camas 11900 Vet Wow Mgt. slag 201 Sunk MMI 9S1 MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION CONSTRUCTION DOCUMENTS -APRIL 25, 2003 REVISIONS 1 OWN/ 03 MI 0 101 STEEL SECTIONS AND DETAILS le DAN: ICKINn>O DAM taCIII Ti. S602 SHEET NO MUSEUM CF FLdNIMT -- LAMP 1611FT iINOP EIP'AN$$ON -- YECN. Owe Loy ow INQ, ow TITLE KALE , M-0 NOM NINEIMTIONS. LEGEND t DESKN MEW NONE N-1D FIRST FLOOR INPC DEMO PIMA 1/I' =1'-0" M-1 FIRST FLOOR HAAC PLAN 1/I` = 1'-o 11-2 MEZZANINE LEVEL MIMIC PLAN 1/T=1` -I" M-3 ENLARGED RMS. HMAC SECTIONS, DETAILS, & SCHEENLE5 NOTED • AT 11) SINGLE PHASE 3P THREE PHASE A AWN AC ACT AD AFF AF AFC PG NIU AUM AMP APPROX ARCH ASSY AUTO AUX CA CAB co CORD CA CLG CFN CG CHKVA CHR CHS CLG CO COMB COMER CONC CORD CONN CONSTR CONT CORTR COORD CORR C Ru CT CTG CTL DB DEPT DET DG ON DAM DUFF DM PSC DISTR ON DMPR DN DS DISCH DSO OSP DTD DWDI DWG ENV (E) (A EC ECG EF EG EL ELEC ELEV EWER ENCL ENG ENT EP EQUIP ESP EMC ENT EXH EXIST DOE nbbj SINK„ 1 1d1a AMPERE ABOVE ALTERNATING CURRENT AR CONDITIONING ACOUSTICAL CEILING TILE ACCESS DOOR; AREA DRAIN ADJUSTABLE AR FOIL ABOVE FINISHED FLOOR ABM FINISHED GRADE ABOVE GROUND AR HANDLING UNIT ALUMINUM AMPERE ACCESS PANEL APPROXIMATELY ARCHITECT; ARCHITECTURAL ASSEMBLY AUTOMATIC AUXILIARY BOARD BACKDRAFT DAMPER BACK FLOW PREVENTER BRAKE HORSEPOWER IBIACKWMIRD NCLN ED BUXOM BOTTOM OF DUCT BOTTOM OF PPE BOTTOM BIRD SCREEN BASEMENT BRITISH THERMAL. UNIT BRITISH THERMAL 'iNRS PER HOUR BETWEEN CABICOM 710N COOLING COIL CONDENSATE DRAIN CEILING DIFFUSER CONDENSATE CENTER LNNE CEIUNG CUBIC FEET PER MINUTE C:EUNG GRILLE CHECK VALVE CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY COM CLEAN OUT; CARBON MONOXDE CARBON DIOXIDE COLUMN COMBNATLON COMPRESSOR CONCRETE CONDENSER CONNECT: CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR COMPUTER ROOM UNIT COOING TOWER; CONICAL TEE CEILING TRANSFER GRILLE CONTROL COLD WATER DRY BULB DEPARTMENT DETAIL DOOR GRILLE DIAGONAL; DIAGRAM DIAMETER DIFFUSER DIMENSION DISCONNECT DISTRIDUTION DIVISION DAMPER DOWN DISCONNECT SMIRCH; DOOR SWITCH DISCHARGE DUCT SMOKE DETECTOR DRY STANDPIPE DUCT THERMAL DETECTOR DOUBLE WIDTH. DOUBLE INLET DRAWING DRAIN. WASTE. VENT EXISTING EACH; EXHAUST AIR ENTERING AIR TEMPERATURE ELECTRICAL CONTACTOR; END CAP EGGGRATE GRILLE EXHAUST FAN ENGINE GENERATOR ELEVATION ELECTRICAL ELEVATOR; ELEVATION EMERGENCY ENCLOSURE ENGINE ENTERING ELECTRICAL PANEL: END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE ELECTRICAL WATER COOLER ENTERING WAITER TEMPERATURE EXHAUST EXISTING EOTERNAL (F) FA FCU FD CDC FON FDR FE G FIN no RN FO FOGTR FLEX FLG FIR FM FO F M FTC ITU FURL FUT IV G A GALV GC GEN GEO GFI GIRD GPM GRD H HGT KS NT HTG INC IN Nz LAB LAT lD L.F LT LTG LWT LV LVR N N/A NC NEC NEC NFPA MC NO NOM NPCW NTS OA 090 OC 00 a ORL OSHA ORM 11 /�+M�mll�wt I Aw� � EfMA1�1a1lL 8n�,rW1l1112 FUTURE FAHRENHEIT FIRE ALARM FAN COIL UNIT FIRE DAPPER; FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FEEDER FUME EXHAUST FLOOR GRILLE FIRE HOSE VALVE FIGURE FINISH FURNISHED MD FIXTURE FLOW LIE FLEXIBLE FLANGE FLOOR FREQUENCY MODULATION FUEL OL FIRE PROTECTION; FAN POWERED FEET PER MINUTE FOOT; FEET FOOTING N TERMINI UNIT FURNISH FUTURE FACE VELOCIY GROUND GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GROUND FAULT CROAT INTERRUPTER GROUND FAULT INTERRUPTER GROUND GALLONS PER MINUTE GRILLE GRILLE. REGISTER. DIFFUSER GYPSUM WALL BOARD IMGH HEAT COL HEIGHT HORSEPOWER: NCH PRESSURE HEATING RETURN; HOUR HEATING SUPPLY MIGHT; HEAT HEATING HEATER HEATING, VENTILATING AND MR CONDIIONING HOT WATER HERTZ (CYCLES PER SECOND) IONIZATION NODE DNMETER/DIIENSION INVERT ELEVATION N BETWEEN ACHES WATER GAUGE IONIZED WATER JB JUNCTION BOX KW KILOWATT LENGTH; LEFT LABORATORY LEAVING AIR TEMPERATURE LIN EAR DIFFUSER LINEN. FOOT UGHT U(HTPG LEAVING WATER TEMPERATURE LOW VOLTAGE LOWER 1 000 BRITISH THERMAL. AMTS MECHANICAL CONTRACTOR MECHANICAL wow MEZZANINE MA NUFACTURER MANHOLE wow MN ITE(S) MNSCELLN(OUS MNLumETER MOTOR OPERATED DAMPER MONITOR MOUNTED MOUNTING MOTOR MAKE UP AIR Megaus-Bn IORnrrw L k i flI w + O1 Amos, os, SBIIe 3RD bilk WA 10101 P PART PD FED PERE PUG Fit POC A R P PRELIM PRE PRI PS INSTALLED BY OWNER FIN PSI PWR NEUTRAL; NORTH NOT APPLICABLE NORMALLY CLOSED NATIO ELECTRICAL CODE ‚(CAINE NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NON POTABLE COLD WATER NOT TO SCALE OVERALL OUTSIDE MR OPPOSED BLADE DAMPER ON CENTER OVERKILL DYMUER AM OUTSIDE OETER OVERLOAD OVERFLOW RAI�IMTER LEADER OCCUPATIONAL SAFETY MD HEALTH ACT OVERHEAD QTY R RA RAD RCP RECEPT RECT REF REFER REG RED RMS RIND RPBP RPM RS SA SC D SD SEC SECT S/F S/FD SG SHT SII SL W S SM SO SPEC SPKR SFRR SO SO FT 55 STA STD STOR SFRuC SW SYM slum SYS TA TE O TDH METER TECH WCHIE TEL MMR'TENANCE TEMP W I' M TERM woo BRITISH THERMAL 111115 PER HOUR TG TFRU TOC TOD TOP ToS TRANS isp TYP UC UG UH UL UNO V VA VAV VU VER VFD VIOL VP vSD VTR W W/ W/0 WB wC wG WH WP HIPS WSP 1M alm*rr�oM amp 1100 WW1 ficleriOn 94/ 201 Salk WA !01 11 PRIMARY; PUMP PARTIAL PUNTER DRAIN; PRESSURE DROP PEDESTAL PERFORATED PLUMBING PANEL PONT OF CONNECTION POTENTIAL PAIR PRELIMINARY PRESSURE PRIMARY PRESSURE REDUCING VALVE PRESSURE SWATCH POUNDS PER SQUARE NCH POWER QUANTITY RELOCATED; RIGHT RETURN MR RADIUS REFLECTED CEILING FLAN RECEPTACLE RECTANGLE REFERENCE REFRIGERATOR REGISTER; REGULATOR REQUIRED RETURN GRILLE • MEAN SQUARE ROUND REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAPID START ROOF TOP UNIT SOUTH; SWITCH; SINK • AIR SCHEMATIC SCHEDULE; SCHEDULED SMOKE DAMPER; STORM DRAN SHOWER DRAIN SECONIDARY: SECOND SECTION SQUARE FOOT; SUPPLY FM SQUARE FOOT SMOKE FIRE DAMPER SUPPLY GRILLE SHEET SOUND LINED • LINED METAL SHEET METAL SCREENED OPENING SOLENOID SPECIFICATION SPEAKER SPRINKLER SQUARE 'SQUARE FEET INL STARLESS STEEL; SANITARY SEWER SERVICE SIN( STATION NDAR STA/CORD STORAGE STRUCTURAL SWATCH SYMBOL SYMMETRICAL SYSTEM TRANSFER AR TO BE DETERMINED CONNECTED LOAD TOTAL DYNAMIC HEAD TECHNICAL TELEPHONE TEMPERATURE; TEMPORARY TERINNAL GRILLE TRANsFER THROUGH TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF DUCT TOP OF PIPE TOP OF STEEL TRANSFORMER TOTAL STATIC PRESSURE TYPICAL UNDER COUNTER UNDERGROUND UNIT HEATER UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE mails VALVE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRI E VOLUME VAPOR PROOF VARIABLE SPEED DRIVE VENT THROUGH ROOF WASTE WATER WEST; WIDE; WIDTH WIDTH WITHOUT WET BULB WATER COLUMN; WATER CLOSET WATER GAUGE WATER HEATER WATERPROOF; WEATHERPROOF WATER PRESSURE SWITCH WET STANDPIPE GENERAL NOTES: I. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT NO COORDINATE ALL ION RCM TO START OF CONSTRUCTION. 2. COORDINATE LOCATION OF FLOOR PENETRATIONS. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION IF PENETRATIONS NOT SHORN ON DRAWINGS. M. 3. REFER TO C DRANK'S FOR UTILITY WORK S' -O' (NORMALLY) BEYOND THE BUDDING LIE. 4. PROVIDE SPACE IN MEDIII PRESSURE DUCT LAYOUT FOR SOUND ATTEM ATORS. ATIEMMTORS ARE MDT NCLUUOED. SPACE PROVISIONS ARE FOR POSSIBLE FUTURE LNSTALIATION. S. CONCRETE EQUIPMENT CURBS. PIPING RAT SLABS. SUMP' BASIS, AND H OuSEKEEPMG PADS ME SHOWN FOR APPROXIMATE LOCATION NO SIZE, AMID WALL BE PROVIDED BY GETIERN CONTRACTOR. SEE STRUCTURAL DRAWINGS FOR CONSTRUCTION DBMS. 6. COORDINATE PLuNBIdG. PIPING. DuCTMORK AM) EQUIPMENT WITH STRU TuM . ELECTRICAL, AND IIRCHITTECHTLRaL DRIMRNGS. PROM FIRE STOPPING PER CODE AT MEOMNICM, PIPE Alb DUCT PENETRATIONS. B. ALL DLICYNORK DIMENSIONS ME ASIDE NET UNLESS NOTED OTHERWSE. 9. ALL ELECTRIC AMT. BLASE BOARD. KANA r All HEATERS PROMDED AND IMAM BY EL�ECTRICIL CONTRACTOR. INFORMATION scum w MECHNICAL DOCUMENTS IS FOR STING ONLY. l -'1 RECTMIGUIM DUCT [X] RECTANGULAR DUCT I rx, Y RECTANGULAR DUCT r r j RECTANGUL R DUCT r '1 I, r DUCTWORK ACCESSORIES SINGLE LINE � J Le BDO 0L J1r► 4 u -' —4' MJVJJVJJVJ■TO DUCTWORK ACCESSORIES DOUBLE LINE fr ID DL -M N u - 4+ SUPPLY AR DUCT TURNING UP OR TOUIMRI SUPPLY MR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AR DUCT TURNING UP OR TORARD EXHAUST R DUCT TURNING DOWN OR MAY ROUND DUCT TURNING IP OR TOM ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIB E DUCT BTIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER ROTOR OPERATED DAMPER REMOTELY OPERATED VOLTAIC DAMPER (YOUNG REGULATOR OR APPROVED) DN COORATE WITH CEILING APPORTENANCES. OPPOSED BLADE DAMPER BACK DRAFT DER METAL FAB FLEX CONNECTION FIRE DAMPER VERTICAL POSITION FIRE DAMPER HORIZONTAL POSITION FIRE /SE DAMPER VERTICAL POSITON FIRE /SMOKE DAMPER HORIZONTAL POSITION SOUND ATTENUATOR ACCESS DOORS ACOUSTICALLY LIED DUCT CHANGE OF ELEVATON RISE(R) DROP(D) TRANSITION TURNING VANES DETECTORS, FIRE AND/OR SMOKE AIRFLOW THROUGH DOOR LOANER ARFLOw THROUGH DOOR UNDERCUT RETURN / EXHAUST / OUTSIDE MR SUPPLY / TRANSFER AR VAV BOO( PIPING IDENTIFICATION HVAC ....r_ - - - - PLUMOINc A CDS -CDR -- — — .1111. t G Gtr IRR ORL RWL — UD _ —_ - - V w w FIRE PROTECTION DSP DSP FDC FDC F F FP FP FW FW WSP WSP PIPING FITTINGS VICINITY MAP 40 I I d B IK T I -- I x L L, COMPRESSED MR PIPE CONDENSATE DRAIN PPE CONDENSER WATER RETINA PPE CONDENSER WATER SUPPLY PPE MUD WATER SUPPLY PIPE Okla WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT UOU ID PIPE REFRIG'ERNIT SUCTION PIPE CW COLD WATER PIPE (POTA LE) 0 DRAIN PIPE (INDIRECT) OW GREASE WASTE N HOT WATER PIPE (POTABLE) 1/111C O CIRCULATING PIPE INDIRECT DRAIN IRRIGATOR WATER PPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER RAINWATER LEADER RAINWATER LEADER BELOW GRADE SANITARY SEWER PIPE (SITE) STORM GRAN PPE LLIDERDRH PIPE VENT PIPE (SANITARY) SANITARY SEWER (WASTE) PIPE, ow WILDING w SANITARY SEWER BELOW GROUND 01W STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTON WATER PIPE FIRE PROTECTION WASTE PPE WET STAND PIPE TEE w/PPE UP TEE DOWN W/ELBOW TEE UP WI ELBOW TEE UP TEE DOWN 90' ELBOW UP 90 ELBOW ON CAP UNION FLANGE FLEX CONNECTOR FLOW ARROW TRANSITION SLOPE SYMBOL BREAK DOWN SPOUT NOZZLE HOSE BIB CLEAN OUT 45• ELBOW 90' ELBOW CROSS TEE WYE 45% ELBOW 90' ELBOW TAP HOSE CONNECTION MUSEUM OF FLIGHT EXPANSION LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 Summer AND CONTROL'S CO 0 ¢i11L /REGISTER DIF SINGM V D 9 PIPING TO BE HEM TRACED MUSEUM OF FLIGHT- -LOBBY & GIFT SHOP EXPANSION $0012 By POOH HVAC OOOrpI WWII •fisting MNAC «.Wi N lo wove owe w i�MoNNI e NM arMnNNr M 1446 •eeI M air III OIL is bond an maims /Mr ` an nle dMw IN 10-11. SIN* Air = 2115 • 34 F GRILLE /REGISTER DIFFUSER DOUBLE LINE t I THERMOSTAT SENSOR REVISIONS TEMPERATURE SENSOR IN PIPE WELL. CARBON MONOXIDE SENSOR THERMOMETER, BI -METAL THERMOSTAT commit WITH HEAT TRACED PIPING TRACED PIPING PRESSURE GAUGE WITH GAUGE COCK CARBON MONOXIDE SENSOR TEMPERATURE SENSOR SE PRESSURE NSOR PRESSURE SMIRCH HEAT TRACE COMECTION PONT CEILING SUPPLY AIR DIFFUSER (SHOWN WITH BLANK OFF) CEILING RETURN. OR TRANSFER AIR GRIME CELINIG EXHAUST AMR WALE LINEAR DIFFUSER (CEILING) ® LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOWER (ELEVATION VIEW) Ara HULLO oN>nBOrILr volt SHEET INDEX ,JIVAC • ANNOTATION 1 -23 S- C11-00 -A• 800 300 1 i R -100 5 -100 E -100 OA -100 MM; N TOTAL CFM - PRIMARY CFM + FAN OEM ROUND RO DUCT SYMBOL FLAT OVAL DUCT SYMBOL -6 DT5 le CFM E EACH SU TYPE CODE IEF12A1 H E CONSECUTIVE EQUIP I. OESIGNATION L P J GENERAL SYMBOLS N M M M x K ■ JF N N M W X X NM Mt BIwoN.•NNOIr: 1110: 0I1111: FLOOR g' — DISCRETE IX / SEE BELOW PRIMARY CFM FAN TIM ACOUSTICAL ACCESSORIES (IF REM)) KW OF NAL HEAT. VAV BOX /�S�IZE; SEE SCHED. FAN S(P) RETURN IA NUMBER INDICATES CFM QUANTITY SUPPLY AR; NUMBER INDICATES CFM QUANTITY EXHAUST AML NUMBER BER NDICATES CFM OUMNTRY OUTSIDE AR; NUMBER INDICATES CFY GUMMY GRILLE, REGISTER OR DIFFUSER TAG LD5 /3-300 LNEA R DIFFUSER GRILLE I I— ACTIVE LENGTH IN FT. TOTAL. LENGTH II FT. ME CODE EQUIPMENT TAG 1X03 - Nam 45 NO • -hxmNr netts 300 ACCESS PANEL N CEILING OR vol. Sr G.C. SEE ARCH. 24'X24 SIZE LAND_ NEW MECHANICAL. WORK EXISTING WORK I NEW WORK OTHER THAN MECHANICAL DEMO WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WERE DETAIL/DWGRAM SHOWN SECTION LETTER SHEET RUINER WHERE SECTION SHOWN PUN NUMBER SHEET NUMBER WHERE. PLAN SHOWN EQUIPMENT TAG REV6ION CLOUD & CHRONOLOGICOL NUMBER DETNL. REFERENCE OUTSIDE WITH NUMBER AND SHEET LOCATION CENTERLINE PLUMBING FIXTURE CALL -OUT GENERAL. NOTE REFERENCE UTILITY COORDINATION REFERENCE POINT OF CONNECTION Min Lobby 0R Shop Swam Room rain EMctriod Nlaom 83 e3 67 74 3 w 74 3 RH III +/- 4/- 0S 26 06 MI6 X X 06 67 el 24 70 24 70 RH RII •1- +/- IN L OB IL X SIM u 3 3 M OS 0.540 0.540 BOINININI Gistirq U / SC IWO U WaI U 0.25t0.43 0.050 0.140 0.25/0.43 0.060 0.140 r per men 55 Pample 100 Pre Pima LIeIIM 144012.0 new Rapt vat Om Mu Bui pa xolb saw •- o « >ir 250 200 250 200 20 20 1.2 1.2 0 16 , IommeaMra NC 45 45 EdiwMMd M m« room MPS of 85 F INDEX, ABBREVIATIONS, LEGEND & DESIGN CRITERIA , 1 1 M-0 IMMO PTV TUKWILA 0 WNW •. MAIN GALLERY' I AR 9 \,\ : x1T 111 9oilh Adam Out Ssollo, Wahl*. UM Mor 0214310 nbbl ; fr t H-1 • f , ; ! 1 ----„,i , I — - i r 1 tit i IlTi t7 1 7 k - ,7 i ;, 7 :l -1, 1 ,.„/,,,/ ' 1 1 7 A 1 AC CEORY ROOM • t\&,. „ • \ AT GAL, FR' 61t0,-.4 4 — „ - — — -- —r--I-- -- c 71-\ \ \ c (V _, \ \ \ -,..'- V\ ' ..- • --- V , C ---‘\ \ , '. ----'1 \ 'C \ \ :1\ 11 \ c V \ 1 -'','■ \ --1 ,\ ' :.-- .: \ \ - 11, '- -- \ '',.■- it . ''', •k \- \-- ‘‘,, \ ,.'''' • „.\ • A. , ‘‘s ' , \ .-`0 ----.(-\ .,--‘,-+. ` \_ -V, _k, \ __A-- ‘,...1,-\ ',.....2 \ A\ \ \,_....-- \-\- \ ,,,--,., . ‘ \ \ • ,, , , ` \ , 1, 1 ' \ \\ • \ EX C,'- \ \ , CK ROOM 1, . '',...1 \ \ ' ”; ,...-''', A ',.--- 2 '. - ' \---,-. ''.._. '' 1 s..- ‘ t-L , '.----' , \- \ --1 ; --',- , \-\--\ \,.....'1__ - ‘,":221 ;2, \. \\‘... \ 1. ,,,..3._: _,...H ,___A_ 1 I _1_17 f l - j Ti t _4 P- - - 7 ; I T1 f T 1 [41 „Li L4.4,4 i 2i i _"4 1 11 1 ; h-t-1 ; 1_ 4 3 " • • ' H 1--1-; H „ _H , 1 _1, I 1- I 11 L I j L11 tit L; ; LL; Ft/ illsenosson Kimisskis MossIsIss einclund + C14 Enginosni 1301 % kosnos, ails 3200 Soolls, WA 1$101 Visissio Do* lisup tandems Andessase Esd itailson es" WA 101t2 (Th MO .11...11111M.1..41114111MM■ ; ; I ; r'-'7-1 7 T -7- 1 1"-- 1 F 7-7 13 - ! / , • : 4; /-44 4- .1/ I/ L ' '; 1 e -77 • — • / • ; • • I -J 1j I/ // \ • 1 11 • c I 1 AUDI'. F; i1,;M \. .c: ..C ',`:, /,'r ::\ :\ .:.- ., 1/ ;I., , .. ..4 -`, I V I-/ 1 1-- EX 10,/ 5 1YP - BX8 41111111111U11111 21X8 AL 1111" 11 1 11111110 i [ '\ 5" FT1 1SL-4 0 - Is \s' 11111: Ni) 20X22 r 16X10 . .,/-20X8 AL Qa=2 300C FM ! KEEP DUCT ABOVE I cD - ACCESS AREA 10 VAV EfIX 300CFM 1 1 2 CD I 10"o 300CFM 10 -6 14X12 CD-2 200CFM STAIR 1 / / 1 Ex 1 OBBY , L L ?4f SF 280 OCC / t (1 r; • /-- (E0.5) // ' 1/ / // / / / / 1 ;,„ r / E*1 / 7— // // // /1 , ALT. 18 NECINNICAL/PLUMBING DESIGN N DM PROWDED UNDER SEPARATE PROPOS& , - , . , ..,•-' " \ , \ g" ..-\\ , \ A ‘, - t EA 1 ` V '‘ ' • \ , --- \ \ \\,\ ‘', , - ; \, _-7. , ) ---:k - i; ,' ---- -',. '' /r \ / L.,.! .A_, t t; .c t '‘._ t t \ 1 1 \ \ r \ -1 li L c Ex ENTR LORRY Clrosninsoli Amami Considine 1100 Wolf INIciaseson Sais 201 THE Milk WA 18110 MUSEUM OF r 1 • / /, „ , . , / ; ,/ 0 4 • F7 LOBBY 0 • 0. ri HWS 1 2SL- 4' TYR-12 10ID 2SL- TYP- • 44 24x18 20x18 , , Ae' ,..'” ,,,i7 ,./. 6 "" ,.,\ / , ,/ re 1 0 RED BARN 10660 SF 710 orc: 26x 18 • \ \ \ \ .c7r, „ 4, 1 „ 0 ‘-777C4',74.)\ 1 l. C I ) ;Nt 3 1 / \ L._ _1 , , . / 4e =,, : 1 ;', \ \ 4 ' \ - ,..',' . . 4'. 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J. \ ',....., .-.., \ '... t.•-■...y.....,._._,■••■■■..-...,....._.,....a.-1•••■-....-■..■..........._.._.....■v-L.........,.......,.a... .■-.._,...._.....•■■■ -- L--• L,.............._.- V.. .■-■-••••••-...,..-V■.....-.}.., 77 ) \ ' \ \ \ , \ ‘ , \ \ \ '' , \ • .'-.-....-.-...".-+ -.--..--............1 '' ,..., ., \ \ \ \ • \ \ , \ \ • -... A '. 'A ----- 1 \ , '‘ \ \ . ) ., \ l "-... \ 1 ‘ ; / PO 3 440 2 • 4 „,- - 20X 14 240 UP 10"0 100 i r - 14X/0 c= j Mk MIL 0111110,1111101t /4 SD- 3 250CFM 4 -TYP LUNCH 120 OM _ 4sr 40 ' 8"0 /,/ RETURN AIR OUGH LITE COVE ;,./ 8-5 ,1 CD-3 250CFM 7 1 - i r H — if j 1 —_, 1 _1 - r 7 I L I • , i; 17 1 - 4 1 // -4/ XI ; M I I , A, 'L L F_ R4 nbbl \ • 111 Sae Moon IIMPst Wow Oselp Orsup $ ae% WIENNIon Landoxpe MOWN. ClIo nsims 233) EN Maim OL 1214102 Salk WA MU \ •\ V. N A \ 1 • C1 ' TAIJrR r -- •• ..I., — 1 ___._ ‘ , : ,, ■, ,, \ 4\ \ \_:, , c --. f \ ', „.,‘, '■,. ,,,; ‘ ,..„7, - ..„ ,,,,\; 7 \ : , : ;; ,,:* .:\. , \: :. \ \',,,,'-::',-. \ , \--;,,:,--::‘,.\,, \ , , - ._ 1 , ,‘ ,,,\ ,,--,\::,,,,, , ; \ 7 , ' ,';' r ),:. ( H i::;;; • `,,---;\ ,,--k \-•r, ----.-.■. \---,---,. ‘---t •-. L--;\',, ;,.__--. , -A- '.. --Jr\ ■-- - \ .----V n • - - - -sr , 4 -. 4 - ''' ----\ ,•----\ ■ \ \ •,---k r 'C ' --t' \ r ' ■, \7 \--:\ \-,- .s, ';',„ •-- \-V\ \--, ‘, 't---I - , ',-A-) ,,,, .,.._,b--; ‘,..i \.„.....::..\ ,,,.„....:\,,, , .,___ 2 0, ,;\ _,,, ‘,____.„, , , __,,_, _..\_, , _;„, \ ; Y I ' \,_1\ 's, 22, ‘‘,,,_\ ',,,_ \ k, ii, ;,‘ 0, ; .; , \-- \;\ ; ;\ \- \, ,_ , , _13 ,____ ___1_ . t ,, \ -_• ‘. 1 .::_, ..__ 1F ,,. .:- . t.: 11 __, ,:+1 , ',_. i T 7_ ;i.ri iii , 1 1 - 1:17 1 + „ 1 i.H t t_Ti -- ' - 1_ \ '_ ,‘ 14 -' ''' . 1 :,.. t 1 1 t 1-%....Ii)IT,C,t1LIV t t I f . -,--- f l - tr i - `;,--' ',," r", r ; r, Fr, ;- --- k - - 1 ,,.\\,. 1-1-1 ,——, , I 4 1 H- .1- 1 -4-1 T I-t i "-, 1 1 F : ' " 1 • . 1 ' ._! . ' 1 __, t ..---1--. t-71 .,-4 • ' t — H i ---1 1 1 I f — H il-, --i--; T4: 7H H-; 11 L ' i . I ' ' 1 PH H ,4! ,;-1-1, 1-i-i, i',;--!-I !--i-i I---,- 4 !.-4: t4 .4 -4 i -.1i r+1 H : - I - 4 - 4 :I--i- ' ' 11 ' ' 1 I I 1 - L-1 : -. ''' r ;_HH I 4 1 4" i , k ' ' ',.1. 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I I \ \ \ \ \ \\• 1. I 1 1 1 11 I 1 ! i 1 rt. ' ■ I a '' .. , —4- , I 1 2SL-4' TYP- 101 25L- TYP- .1. MIN 6 TYP- 9X8 TYP- 8X8 6' 4 TYP X8 7 130 2SL-4' 1 :;1r 1 S;-T;P TYP-6 171.7 - AUMIIII1111111 6 TYP-6 150 2SL4 21 X8 Al. 14X8 TYP - I J IL T 1 7=14 16X10 20X8 AL tr/ U-, •••• I 1-1 8X8 85 15L -4' I • • , I ' I 58X 12 Iti I I s Of ItiP&DN 11X4i !UP 250CFM r1 L4 ! 4 • 1 0"� 5D-2 400CFL4 2-WP I -- 2trr tIP I 'SEE SHAFT DETAIL • ; ON ARCH. PLANS , I H H.; ; I ,1 ; LL ;1 TO B-2 I 11 10 ' - 2 I 300C FM 1 , 11X0 UR I 1 1 1 I 1612 1 t L 1O r3 's 1448 1 16X12 I 10 11 To I I -1 9 I I 100 -- ^ ' 14X12 1 O"� 5D-2 300C FM 3-TYP 71TD ------ L - 14TX1 - 2 o 1D0 CD-2 300CFM 10 FM Ii 8 0 Wm' 6 1 _4 I TO 6 4 ‘ ,\ • Cl RED EIAPN 1066 7_,F 710 0(7,C eo'7 s A , \ • •'/ 7 ,:•( ,•• SHOP \ \ 14X14 XD) 6 TYP-6 100 25L-3' -'\ 0 1 1111111111111111116.111111111=1111 5X10 - , RE—DIRECT MR DIM FROM MISTING DIFFUSERS TONNID la EAST PERIMETER 111 \ I I s -c -4 ■ - L\ MUSEUM OF FLIGHT EXPANSION Sidle, Washington LOBBY ADDITION • CONSTRUCTION DOCUMENTS • APRIL 25, 2003 M-1 7 XF ) • 44 , 11 12X12 HVAC PLAN • FIRST FLOOR IMF REVISIONS ••••■11•111. mot Li WG-2 LOCATE IN SOFFIT CONNECT DUCTS TO PLENUM B.O.LOYERGBILE__ =mono, ••■•••=1/0 ••1•111111•111• ■••••1111.1•■•••••• •MI=1•11111• 240 UP 1 _I ;— ._._ I ! I I 11 _id_ TO Pi\-1 --\ CD-3 300CFM 3 , 1 1 120 10 SAM 0111101111/1101t — 7 _ _ _ 1 Cris D- 400CFM 10-0 4 - TYP —7- , i;z4 I/4 ' I 1 .///' 11? B - 5 ,// 14 X 12 CD- • 00C2 FM 250CFM TO 8-4 120 1 Co / ‘, 50-3 // 8 /47 L R I ET TE UR C N OvE AIR / r OUGH //, 3 44-70- — , • ABTOVEVV 41X 1 '■I's,_'',A1:-Tri641 ; 10-0 it 17 KEEP DUCT SAR CT AR EA O A 300CFM • ■ ' • •••••,, I k • •-•-• \ \ ' , \ \ IMME=MMII. ••••11111111• •■• PICP. SAW / 0. 5 HVAC PLAN FIRST FLOOR 0 II M1 I/(\\ rI it .,,, ; r j 1 -4 r ---- -- -- - ! I, .. 1 1! fl 11 --- 1 i _ j _til ,i — 1, — ii ' r i ' 4— I I UN Maisiolc Assesialss anclural &pm 1301 Olh Pima, Odle 3200 Soft WA U101 Mom Om* Imo Landscape Wallis 2329 Ent litoloon 911118, WA U112 I r Ihesdast. Sup Acoalical Cam.. 1900 Wed Wince Siva% Ii o 201 Sulk WA 111119 —4 4— —4 —4 a A - STIN; PF:\r G.LE BELM% 111 PPO I ! i k If NC PPCf all 1 il l - 71 ; ; II {If 1 .f I lig '-111 i --i— • ; I r f / ,7 ; --, 40C1511110 - —4-, I I • , • \ EA _ _ . / /''' . ''., 0 ,' ,.,, I \ // •,' / / i 1 \ •/ '' // 1 , /.1 \ : /' ' :" ,Y ‘ 4 ' . ', ./.• i I * 0 I /,' L, /7 ' `\ 1 \\ . \\ Na■ 1 \-. .,,/ • \ ,,, ---L /7 IMIE 11011* (;) war 1%, SEE Mk OWL FOR maw OFENOR Witi RUE NNEA 10 OE HOMED EXISTING LOBBY' PEI_ OW 1 1 a \ „ E XIST AC; S, N \ , ' Ea . \\,, , A POSSIBLE ROM TE - 11E- . AN 31.1)PE- VOIKAIF 1 FE: 011NECAIRE ttlr & PAX1L0r4 4 4010 - -"Mi 4• — — \ / WRAP F!Nr:, I LE ANr. PI_ ASTER < \ ‘' 11\ F ,,,- !(-71 IN I 4.. — a V\ \ I 1 RE::: E . fiR E4,10._ ._ _ NovLewer_r \ \, ,,$', ,,,,, ', 4------ 1 772_ PR Ki l i ralSA WIL : 0 :TE G. T:FLINDIEL -BTM 4DRAIIII F°R 1— MOUNTED RW15 1 - - r - - -I-4, \\ • I I \ '' .\ \ \ 1-i- I i I \ \ I --) -- 5 u i I 1 ' \ ', ',, I C.' 1 •`,. ; \ ; . \ \ ''' •` I ., .,, I co , ; I \\,., \ i \ '' ‘A \ I /it 111111INIMIIIIIIIII11111111111111111111111111111111111111,11111•11111111_41111111 " 1PSOIFISIE OFAtI DI I .511_111LIET. I -LL1t 1D1 ' ortnIN PAVIA / RION IpISME Of T 011).) (E1)1 (rEti ::- _::- — —350 N REMAIN, TYPICAi ExicTING LOBBY I I BELOW I I - , .4, 0 1 ! INTEGRAL P,AlLaNG!:, I \ - I , SHIP'S I' LDER, ,EADS, METAL EMOVABLE, SECTION 'i_lA :T °, F WP E R G L E F F V 4 c El.I . Re,) BEI,JW L111-350 E2) / . . - - I ---4P4Ctr--T44S 350 _ I I A , 1 s —Ii a I I I 1 , I I . a •q5. I ' -t 526 SF 350 I ExISTING ME=ZANINE I % 1 a a C':Y=R XrE) TIE , L01-300 \ \ 1 `4. PROVIrt CB FINISH \- (J'5/ER LMTL FURRING " at I L01-250 -250 4 , HVAC PLAN • MEZZ. sed, vr • r-fr MUSEUM OF FLIGHT EXPANSION Seattle, Wastingkin LOBBY ADDMON • CONSTRUCTION DOCUMENTS • APRIL 25, 2003 t A ) 1 II II 1 .„ /- yr1=10•1118.1.11INNIIIMMIIMI1=1■1111.MIIR•' • *.„ , FOOVE EX I; . WINDpWS, • INFiL OPC S WITH METAL FAMINI CrVi;ft., ! I 35 • • EXISTING V.■ P RC., - ----- NEW INSULATED STUD, METAL CLAD WALL GUAREWAii ' CY^ \ , MET,1■1_ OVEk 11 11 - '44■1 , \ \I \ 'I—REMOVE EX OVERa-IEAL BEAM. I REMOVE TPs (_)F EXISTING COLLIMN. PRVIDE NEW METAL LAD -OLID GUARDRAIL OVER FitSTING ( <, ---- ..... ‘ -...\ --- I . \ )' \ \ \ , RAMP 01' (//// •`? / REVISIONS EL_ 36.0' 2.01 EL V STAIR 2 2.03 Ec ) Ow, f „ • 11•1111111•11111. EXISTING BALCONY REMAJNS AS--S SERVICE 2_ C.c i IICJVLrETIN C; 2 C.a2 CL. 11C' SE 254 111•1111111M ■111111.111MIND ND PIM 11111110010,101 S t - r EXISTING GUARDRAIL, TILE, PAVER, MEMBRANE REMAIN - 1T \ 299 SF 1 // N.. I S i k / / 7 I L /1 4 le OATS: 01111101111PROPt 50RA.GE 2 C6 / II 1"..Pmmi /7 I /I ,/// Ni Imparap_ GRP OP Tom* Y 3 MINT CIPAIP • FAN SCHEDULE I TAG I G1 ( c2 1 G3 1 C4 EF -1 EF -2 BASIS OF DESIGN *WC GREEI.ECK GREENECHI MECH. ROOM / ACU-1 - MODEL 850 -210 890 -90-4 SOME 350M. Return Pr- -ECU -1 E • Stange Rw. FAN TYPE RUNOUT SIZE (MESS NOTED OTHERWISE ON OI IGS) CENTRIFUGAL CENIRFUGAL CFM • 70F 10" RD. ' 6000 450 MAXIMUM OPER•IH; TEIPERATURE(NtFLOw) ' 10' RD. 120F 12t'E E.S.P. 100 05 0.3• BHP / HP 100 1.1 / 1.5 .011/ 25 YOLTAGE/PHASSE FACE SIZE 460 / 3 120 / 1 MOTOR EFFICENCY 12X12 ccDE MIL CODE MIL DYER LL HEIGHT 12X12 52 15 MERU MOTH 1No:t; 30 15 OVERALL LENGTH Igosoo 37 21 TOM NEWT (LESS Siff BUILT CURB) MATERIAL 400 75 SUPPLY SMOKE DETECTOR PROVIDE FRAME FOR DUCTED APPLICATION BY ELEC. BY ELEC. STARTERS DECONNECTS, BONG / PRONDE STANDARD /26 MITE FINISH BY MC. BY ELEC. 110 V. OUTLET IN TIM 25" ',SOWS Br OK. Br ELEC. PROSE CONDENSATE PIMP (FELD MOUNT N DRAW PNI. MIL 2 GPM • 20 FT. IQ) 15.5 B.8 NIT SOUND POKER LEVELS 63 61 • 79 (LEWIS • 5 FT FROM FAN) 12s 84 79 250 82 66 MN. UNIT R /P.v 500 74 64 R -22 1000 72 55 2000 . 53 MOUIG PAD BY G.C. 4000 61 48 Br ELEC. MOO_ 55 42 RETURN /EXHAUST /TRANSFER AIR GRILLE SCHEDULE 'TPC I SOME & LOCA11ON G1 ( c2 1 G3 1 C4 01 J R2 ( R3 1 04 DEVICE TYPE N LBS. ' GRIM REGG1E9 BASIS OF OF/PGN - 111US MODEL 10. MECH. ROOM / ACU-1 - 35O111. 36ORL 350RL 350RL ' 350M. 3601L 350R>. - 35C RUNOUT SIZE (MESS NOTED OTHERWISE ON OI IGS) - r RD. O" RD. - 10" RD. ' SEE PLAN 6" to. r RD. ' 10' RD. SEE PUM MAX WII CFM 100 200 450 SEE PUN 100 200 360 SEE PIMA FACE SIZE 1772 / $x8 10x10 12X12 SEPIA 8X6 10X10 12X12 SEE MOUNTING (PROIIDE ME SMILE FOR CEILING TYPE) UNIT MCA 1No:t; 110:2Q lgo:so Ipigo Igosoo 104Q !Woo ! MATERIAL PROVIDE PLENUM OR TRANSMON TO RECWICUUR 3Y PROVIDE FRAME FOR DUCTED APPLICATION OVERALL LENGTH MADE OPPOSED BLADE WAFER / PRONDE STANDARD /26 MITE FINISH _ 1500 ELECTRIC DUCT COIL SCHEDULE ' LN T 10. SOME & LOCA11ON war. I IIODEI 01 raps/ PIKE N LBS. STAGES HEAT NOTES D11-1 MECH. ROOM / ACU-1 - 11.1TCO / Ml 40 _ 410 f 3 am _ 4 1 NOTES 1. M RL= TO M 1 2. AIR CONDITIONING UNIT SCHEDULE . Us Acu-I . TR, MODEL / S011 ilIPPLV PAN SUPPLY FAN TOE _ FC SUP. FNI COWS. (11U3111 TUTU OR Ow NIRO am , SUPPLY CFM OXO SUPPLY E.S.P. 1.5 SUPPLY BHP / If / 5 SUPPLY MOOR EFTIDDICY CODE MN. QUANTITY OF SUPPLY FANS 1 CONAN cot EAT 109/993) 76.1 / 63.1 UNIT LAT (1)8/RM 55 / COOING MBN TOTAL CONOTTIONS1 1772 / COOK GBH TOM / SENS (NET) _ 1663 1 1365 OtMTNIO L . ■rJLTNI J PHASE 460 / 3 UNIT MCA 40.4 MAXIMA RISE SIZE 50 USW sus OVERALL HEIGHT (INCLUDRO FACTORY CURB) 78" OVERALL SEMI 3Y OVERALL LENGTH - Or OPERATING NIGHT (INCLUDING FACTORY CURB) _ 1500 PROVE [Mat SPRING ISOLATION - YES PROSE CONDENSATE PIMP (FELD MOUNT N DRAW PNI. MIL 2 GPM • 20 FT. IQ) YES ' FILER EJF. (2) 308 'NNW TONNAGE - 15 TONS AT SPECIFED CONDITIONS 14.0 PAM TEIPERATURE 95 MN. UNIT R /P.v 9.7/- TYPE OF REFRIGERANT R -22 LOW MOW OPERATION 110 ECONOMIZER YES MOUIG PAD BY G.C. NO SUPPLY SMOKE DETECTOR Br ELEC. 0HSCOIINECT Br ELEC. 1 110 V. SERVICE OWLET 11 25' BY EIEC. E V nbbi � a L 01 1 143.54 021-23oo / NOTE: Q ACOUSTICAL TREATMENT RECOMMENDATIONS NOT SHOWN, AWAITING OWNER APPROVAL 0 68x30" RA, SEE ARCH. DWGS. FOR SCREENED OPENING, MN 70% FREE AREA, TO BE PROVIDED BY G.C. F D®L DUCT C0 NNECTION OONCRETE "CM01J (TYP) MO EXHAUST GRILLE M Aseeslies SWAN • C Englassfi 130111110.~, Sob =0 Sol* WA WM 11Pdonum Duey Imp 2329 Earl Maim Sulk a WA 19112 NOTES: 1. 'The Onsollunk S Amend 1900 Wad Mr Omsk 9* 201 Sulk WA We , / 1 / / , / I / , / EXISTING CIS GEMMING SIDE WAIL SUPPLY GRILLE FAMINE AND SEAL MR TIGHT MECHANICAL ROOM ENLARGED PLAN SCALE =1 /4 " =1'-0" ELECTRICAL ROOM EXHAUST FAN INSTALLATION DETAIL M -3 NOT TO SCALE SDI 16•33 -E r . 42 "z28" SOUN LINED SHEET METAL UPSTREAM OF I C E4N N LEL � r LL1 LA r ! rr` LD1 350 r I I 04t6000 6"x30" RA / \ l F\n., ( • INDIES: KEES "100" SERIES UMW OBTUSER LINEAR SLOT DIFFUSER DETAIL NOT TO S .1 SO/ 15931 -J SIEMENS UNIT CONTROLLER MOUNTED ON UNIT DUCT CONNECTIONS PER ILLS R c ID (MOO DUCT MUSEUM OF FLIGHT EXPANSION Seeds, woman LOBBY Aoortan- CONSTRUCTION DOCUMENTS -APRIL 25, 2003 26 "0 MECHANICAL ROOM SECTION SCALE =1 /4 •=1'-0• I0H-1 NOTE: Q ACOUSTICAL TREATMENT RECOMIrENDATIONS NOT SHOWN, AWAITING OWNER APPROVAL. FRAMED OPENING PER MANUFACTURERS RISTAUATION INSTRUCTIONS MO 1L555 B! GENERAL CONTRACTOR WALL - RETAINING MOLE DAMPER FRIIIE 1 __--- _--_ PRONE ONE ACCESS DOOR FOR ACCESS TO FOE DAMPER •, Y WIN 111.565 MO INNUFACTURE16 INSTALLATION III SMUCTIONS 36 "x20" SA MALL SLEEVE FIRE DAMPER TYPE B NOT TO SCALE Os Sa 15420 -FDO2 f)934-1 REVISIONS 34 EA LOUVER 63 "x48" COND. RELIEF LOUVER 123 "x33" OSA LOUVER i Me MR • aWOMMW• war SEINCE ,AFFIL ROW SIDEWALL REGISTER /GRILLE (SWG) SCHEDULE MK nw - • 1. PIKIpBE 1•401.--1 IP a14 NAM* OI M 2. SOME IltROCION eB ASR MI PIAIIBE AN MOM MN 1N1 4. ROM MN Hr1R V14 Aa UM. NOE HITS • nolli OSMOND SKIM O►. 04C1 INEIN SIM MO II Mal MN NW Nit 14111 WM Mk MOM IW LINEAR DIFFUSER SCHEDULE TAG / tor 64`66 OF DESIGN HEESi tEIDEL NO. RUNOUT S _IIINLESS NOTED OIFERMU6E ON GRATINGS) SLOT LENGTH K -100 -2 r RD. 300 4' SUN IPOTH 1" 2 OF iaUN14NG PRIME FRAME SuRABLE FOR CMS T1 INTERIAL STEEL ADJUSTABLE THROW RCM SWEET METAL OR DUCT8QMD PLENUM NEs PTIOVIDE sureARD in MITE FI46H 'E5 ENLARGED PLANS, HVAC SECTIONS, DETAILS, & SCHEDULES If m.3 IOW CO AMNIA �!..r 1 REFERENCE SYMBOLS LEGEND SYMBOL DESCRIPTION PA DETAIL SYMBOL A- IDENTIFYING NUMBER MT B -SHEET WHERE DETNL IS TAKEN C -SHEET WHERE DETAL IS SHOWN ELEVATION OR SECTION SYMBOL NA A- IDENTIFYING NUMBER 141,7 B -SHEET WHERE DETNL IS TAKEN C -SHEET WHERE DETNL IS SHOWN NORTH ARROW D> SHEET NOTE TAG SYMBOL X1 UGHTING FIXTURE IDENTIFICATION SYMBOL 1200 -4' POWER RACEWAY /CABLE IDENTIFICATION SYMBOL A REVISION SYMBOL 1; V, , 4 , , , • t i" ! 1•1:T I :1 riA1111.111111.111M 1 I ► 1 A ABV AC AF AFF AHU AIC Al APPROX ARCH AT ATS AUTO AUX AWG BATT BC BLDG BOT BKR C CAB CAT CB CKT CLG CO COL COMM CONN CP CPT CS CT AMP or AMPERE ABOVE ALTERNATING CURRENT or ABOVE COUNTERTOP AMP FRAME ABOVE FINISHED FLOOR MR HANDLING UNIT AMPS INTERRUPTING CURRENT ALUMINUM APPROXIMATELY ARCHITECTURAL AMP TRIP AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AMERICAN WIRE GAGE BATTERY BARE COPPER BUILDING BOTTOM BREAKER CONDUIT or CENTIGRADE CABINET CATALOG CIRCUIT BREAKER CIRCUIT CEIUNG CONDUIT ONLY (EMPTY CONDUIT WITH PULL STRING) COLUMN COMMUNICATIONS CONNECT or CONNECTION CONTROL PANEL CONTROL POWER TRANSFORMER CONTROL STATION CURRENT TRANSFORMER L UG—. — LV -- 6o,b F cI • 6o,b I 1 El 0 b O 10 •1 • 0 CONDUCTORS - CONNECTED CONDUCTORS - NOT CONNECTED CONDUIT - EXPOSED CONDUIT - CONCEALED IN FLOOR, WALL OR CEIUNG CONDUIT - ROUTED UNDERGROUND GROUND WIRE LOW - VOLTAGE WIRING EXISTING TO BE REMOVED (CROSS HATCHED) HEAVY UNEWEIGHT INDICATES NEW WORK UGHT UNEWEIGHT INDICATES EXISTING INFORMATION CONDUIT OR CABLE DOWN CONDUIT OR CABLE UP CABLE CAPPED FLEXIBLE CONDUIT HOME RUN - NUMBER OF CONDUCTORS AS INDICATED SMALL HASH MARKS INDICATE PHASE CONDUCTORS LARGER HASH MARKS INIDCATES NEUTRAL BACKSLASH INDICATES GROUND WIRE BACKSLASH WITH DOT INDICATES ISOLATED GROUND ALL UNMARKED CONDUIT RUNS ARE 1/2" CONDUIT WITH 2112 UNLESS NOTED OTHERWISE CONDUIT SEAL CABLE TRAY DESCRIPTION LIGHTING FIXTURE ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP UGHTING FIXTURE WITH JUNCTION BOX (TYPICAL) ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP UGHTING FIXTURE ON EMERGENCY CIRCUIT (TYPICAL) (SHADING INDICATES EMERGENCY FIXTUR SURFACE- MOUNTED 2x4 FLUORESCENT FIXTURE SURFACE- MOUNTED 1x4 FLUORESCENT FIXTURE SURFACE - MOUNTED 2x2 FLUORESCENT FIXTURE RECESSED - MOUNTED 2x4 FLUORESCENT FIXTURE RECESSED- MOUNTED 1x4 FLUORESCENT FIXTURE RECESSED - MOUNTED 2x2 FLUORESCENT FIXTURE PENDANT - MOUNTED UGHTING FIXTURE - TYPE AS NOTED WALL- MOUNTED FLUORESCENT FIXTURE - TYPE AS NOTED STRIP FLUORESCENT LIGHTING FIXTURE - TYPE AS NOTED STAGGERED STRIP FLUORESCENT FIXTURE - TYPE AS NOTED CEIUNG- MOUNTED LIGHTING FIXTURE - TYPE AS NOTED WALL- MOUNTED UGHTING FIXTURE - TYPE AS NOTED WALL WASH FIXTURE - TYPE AS NOTED DIRECTIONAL UGHTING FIXTURE - TYPE AS NOTED INDICATING LIGHT - TYPE AS NOTED A- AMBER; 8 -BLUE; G- GREEN; R -RED; W -WHITE EXIT SIGN - ARROW INDICATES DIRECTION OF EGRESS EXIT SIGN ON EMERGENCY CIRCUIT POLE - MOUNTED UGHTING FIXTURE - TYPE AS NOTED NUMBER OF FIXTURES AS SHOWN EXTERIOR LANDSCAPE FIXTURE - TYPE AS NOTED EXTERIOR STEP UGHTING FIXTURE - TYPE AS NOTED TRACK LIGHT - TYPE AS NOTED NUMBER OF HEADS AS SHOWN DESCRIPTION 0 et WP ICS O 14 Het $: 0110 PB 4e• <5 O b 0 0 KD IC] P TIME SWITCH PHOTOCELL CONTROL BATTERY POWERED EMERGENCY LIGHT COMBINATION BATTERY POWERED EMERGENCY UGHT AND ILLUMINATED EXIT SIGN SINGLE -POLE WALL SWITCH WALL SWITCH - SUBSCRIPT INDICATES LOWER CASE LETTER INDICATES SWITCHING GROUP 2 2 -POLE M MANUAL MOTOR STARTER 3 3 -WAY WP WEATHERPROOF 4 4 -WAY LV LOW - VOLTAGE OS OCCUPANCY SENSOR WITH OVERRIDE SWITCH OCCUPANCY SENSOR - GROUND CONNECTION GROUND ROD GROUND WELL JUNCTION BOX WALL SWITCH - SUBSCRIPT INDICATES SUBSCRIPT NUMBER INDICATES CIRCUIT GROUPING SUBSCRIPT LETTER INDICATES: XP- EXPLOSION PROOF GFl - GROUND FAULT CIRCUIT INTERRUPTER WP- WEATHERPROOF GROUNDING TYPE SINGLE RECEPTACLE GROUNDING TYPE DUPLEX RECEPTACLE GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE CEIUNG - MOUNTED DUPLEX RECEPTACLE SPLIT WIRED GROUNDING TYPE DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE TYPE AS NOTED FLUSH FLOOR BOX WITH HINGED DEVICE COVER FLUSH FLOOR BOX WITH DEVICES AS NOTED PEDESTAL - MOUNTED DEVICES ON FLOOR BOX OR FLOOR DUCT POKE -THRU TYPE FITTING WITH DEVICES AS INDICATED FLUSH FLOOR COUPLING FLUSH FLOOR COUPLING WITH SINGLE PEDESTAL RECEPTACLE FLUSH FLOOR COUPLING WITH PEDESTAL TELEPHONE OUTLET PULLBOX HANDHOLE WITH DESIGNATION MANHOLE WITH DESIGNATION AIR TERMINATOR CLOCK - CEIUNG- MOUNTED. DOUBLE -FACED CLOCK SP - INDICATES SPECIAL CLOCK FINISH CLOCK AID SPEAKER COMBINATION SPEAKER LOWER -CASE LETTER INDICATES SWITCHING GROUP SPEAKER - CEILING SURFACE- MOUNTED SPEAKER - CEILING RECESSED - MOUNTED SPEAKER - WALL SURFACE- MOUNTED SPEAKER - WW1 RECESSED- MOUNTED PUSHBUTTON P - INDICATES WITH PILOT LIGHT ALARM BUZZER A- ALARM; F -FIRE; S- SECURITY ALARM BELL A- ALARM; F -FIRE; S- SECURITY ALARM HORN WITH CHIME A- ALARM; F -FIRE; S- SECURITY ELECTRICAL SYMBOLS LEGEND — RP itic IX 0 A sir 04 1 -25 -1 III 0 4 200/5 CURRENT TRANSFORMER QUANTITY AND RATIO AS INDICATED 480V 120V -- 3E- POTENTIAL TRANSFORMER QUANTITY AND VOLTAGE RATING AS INDICATED `—I HI1 SURGE ARRESTORS •-• LIGHTNING ARRESTORS -o� 4 NPlm ST 30/3 ALARM UGHT A- ALARM; B- BEACON; F -FIRE; R- REMOTE; S- SECURITY LOWER -CASE LETTER INDICATES SWITCHING GROUP MECHANICAL EQUIPMENT EMERGENCY SHUTDOWN SWITCH MICROPHONE INPUT JACK AUXILIARY INPUT JACK VOLUME CONTROL AUDIO OUTPUT JACK TELEVISION JACK COMPUTER /DATA OUTLET COMBINATION VOICE /DATA OUTLET INTERCOM STATION - SUBSCRIPT INDICTES: D - DESK - MOUNTED STATION OUTLET M - MASTER STATION W - WALL - MOUNTED OUTLET TELEPHONE OUTLET - SUBSCRIPT INDICATES: A - COMPLIES WITH ADA D - DESK- MOUNTED P - PAY PHONE W - WALL - MOUNTED 480Y/27 7V, 30, 4 -WIRE PANELBOARD 208Y/120V, 30, 4 -WIRE PANELBOARD EQUIPMENT CABINET - TYPE AS NOTED POLE - MOUNTED TRANSFORMER - SUBSCRIPT NUMBERS INDICATE: FIRST NUMBER - NUMBER OF TRANSFORMERS SECOND NUMBER - TRANSFORMER kVA RATING THIRD NUMBER - NUMBER OF PHASES PAD - MOUNTED TRANSFORMER - SUBSCRIPT NUMBERS INDICATE: FIRST NUMBER - NUMBER OF TRANSFORMERS SECOND NUMBER - TRANSFORMER kVA RATING THIRD NUMBER - NUMBER OF PHASES TRANSFORMER DELTA WYE OPEN DELTA NEUTRAL GROUNDING RESISTOR RESISTOR STARTER 3 -POLE, NEMA SIZE 1 MINIMUM UNLESS NOTED OTHERWISE COMBINATION STARTER HP RATED, 3 -POLE, NEMA SIZE 1 MINIMUM, UNLESS NOTED OTHERWISE - OVERCURRENT PROTECTION AS REQUIRED BY EQUIPMENT MANUFACTURER OR AS NOTED DISCONNECT SWITCH 3 -POLE UNLESS NOTED OTHERWISE FUSED DISCONNECT SWITCH 3 -POLE UNLESS NOTED OTHERWISE - OVERCURRENT PROTECTION AS REQUIRED BY EQUIPMENT MANUFACTURER OR AS NOTED MOTOR THERMAL OVERLOADS - (3) UNLESS NOTED OTHERWISE CONTACTOR SUBSCRIPT INDICATES NUMBER OF POLES CIRCUIT BREAKER NUMBER INDICATES TRIP SETTING AND NUMBER OF POLES CL - INDICATES CURRENT LIMITING ST - MDICATES SHUNT TRIP P DIAGR 065 ?� G 1 100/3 11100/3 b g --a-LO- CIRCUIT BREAKER WITH GROUND FAULT PROTECTION NUMBER INDICATES TRIP SETTING AND NUMBER OF POLES CL - INDICATES CURRENT UMMNG ST - INDICATES SHUNT TRIP MOTOR- OPERATED CIRCUIT BREAKER NUMBER INDICATES TRIP SETTING AND NUMBER OF POLES SWITCH WITH EXTERNAL GROUND FAULT RELAY AND CT BREAKER WITH EXTERNAL GROUND FAULT RELAY AND CT SEPARABLE CONNECTOR FUSE WITH RATING >- DRAWOUT AC TYPE POWER CIRCUIT BREAKER GENERATOR MOTOR CONNECTION - SEE SCHEDULE FOR MOTOR DATA BATTERY EQUIPMENT CONNECTION MOV SURGE PROTECTION TERMINAL BLOCK - NUMBER INDICATES REFERENCE MOTOR - OPERATED VALVE SOLENOID VALVE METER DESCRIPTION MICROPROCESSOR CONTROLLED MONITOR SEE SPECIFICATIONS FOR METERING VALUES AND PROTECTIVE FUNCTIONS INDICATING INSTRUMENT AM- AMMETER; VIA- VOLTMETER; FM - FREQUENCY METER; kVAR - KILOVAR METER; kWH- KILOWATT HOUR METER; kVAR /D- KILOWATT HOUR DEMAND METER INSTRUMENT SWITCH AS- AMMETER SWITCH; VS- VOLTMETER SWITCH; SS- SYNCHRONIZING SWITCH; SV- SUPERVISORY (LOCAL - REMOTE) SWITCH HIGH VOLTAGE CABLE TERMINATOR RELAY COIL CR- CONTROL RELAY; TD -TIME DELAY RELAY; UV- UNDERVOLTAGE RELAY; M -MOTOR CONTACTOR; NUMBER INDICATES UNIT NUMBER CONTACT NUMBER INDICATES REFERENCE LETTER INDICATES FUNCTION THERMOSTAT 3- POSITION SELECTOR SWITCH WAD- OFF - AUTOMATIC 2- POSITION SELECTOR SWITCH ON -OFF SELECTOR SWITCH PUSHBUTTON SWITCH MOMENTARY CONTACT 2- CIRCUIT PUSHBUTTON NORMALLY OPEN NORMALLY CLOSED CIRCUIT CLOSING CIRCUIT OPENING nbbl (� CU DC DED DET DU DIM DISC DN DP DWG E EA EF EL ELEC ELEV EMERG EMT ENCL EOL EPR EQUIP EWC EWH EXH EXIST OR (E) EXT F FA FACP FBO FC FDN FDR FHP SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)806-8400 FAx (425)806-9797 RIO 00011A411 010 RI WOW NW1 Uls,,w Alt Mt FROWIRY OF WOO MD MI1, WAR IMO FOR _v NOW MIR 1ww 111t OW 111111WPWO 11a11M1. 111, OOCUMOR MIRE ROT R LOOM ININOR IND. R WOW= 1° NW WIR OM R! go L tspi l em 175 11 11:1 41 1% CORM 01 MOO. MI alga 1111. COPPER DIRECT CURRENT DEDICATED DETAIL DIAMETER DIMENSION DISCONNECT DOWN DISTRIBUTION PANEL DRAWING EAST EACH EXHAUST FAN ELEVATION (HEIGHT) ELECTRICAL ELEVATION (VIEW) EMERGENCY ELECTRICAL METALLIC TUBING ENCLOSURE END- OF -UNE DEVICE ETHYLENE PROPYLENE RUBBER EQUIPMENT ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXTERIOR FUSE OR FAHRENHEIT FIRE ALARM FIRE ALARM CONTROL PANEL FURNISHED BY OWNER OR OTHERS FOOTCANDLE FOUNDATION FEEDER FRACTIONAL HORSEPOWER FIN FLR F1XT FLA FLEX FLR FS FLUOR FT FU FTG FUT FV FVNR FVR GG or GRD GA GAIN GEN GA GRS HH HID HORIZ HP HPS HT HTR IBE 180 IC ICS ID IDF IJB IN FINISHED FLOOR FIXTURE FULL LOAD AMPERES FLEXIBLE CONDUIT FLOOR FLOW SWITCH FLUORESCENT FOOT or FEET FUSE FITTING FUTURE FULL VOLTAGE FULL VOLTAGE NON- REVERSING FULL VOLTAGE REVERSING GROUND GAGE GALVANIZED GENERATOR GROUND FAULT CIRCUIT INTERUPTER GALVANIZED RIGID STEEL HANDHOLE HIGH INTENSITY DISCHARGE HORIZONTAL HORSEPOWER HIGH PRESSURE SODIUM HEIGHT HEATER CURRENT INSTALLED /CONNECTED BY ELECTRICAL INSTALLED BY OTHERS INTERRUPTING CAPACITY ILLUMINATION CONTROL STATION INSIDE DIAMETER INTERMEDIATE DISTRIBUTION FRAME INSTRUMENT JUNCTION BOX INCH or INCHES ELECTRICAL ABBREVIATIONS INST INSTR JB or J -BOX k kcmil kV WA WAR kW kWH kWHD LED LS LTG LTS LV M or MTR MATL MAX MCA MC MCC MDF MECH MFR MG MH MIN MISC MLO MOCP MTD MTG ANA N NC INSTANTANEOUS INSTRUMENT JUNCTION BOX THOUSAND THOUSAND CIRCULAR MILS KILOVOLT KILOVOLT- AMPERES KILOVOLT - AMPERES REACTIVE KILOWATTS KILOWATT -HOURS KILOWATT -HOUR DEMAND LIGHT EMITTING DIODE UNIT SWITCH LIGHTING LIGHTS LOW VOLTAGE MOTOR MATERIAL MAXIMUM MINIMUM CIRCUIT AMPACITY METAL. CLAD CABLE MOTOR CONTROL CENTER MAIN DISTRIBUTION FRAME MECHANICAL MANUFACTURER MOTOR GENERATOR MANHOLE MINIMUM MISCELLANEOUS MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION MOUNTED MOUNTING MIWON VOLT AMPERES NEUTRAL or NORTH NORMALLY CLOSED MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS • APRIL 25, 2003 NEC NEMA NIC NI NO. NO NTS OC OCR!) 0D OFCI OL OPNG P PA PB PBX PF PH OR 0 PKG PLCS PNL PR PRI PSE PT PVC PWR QTY R REC RED REQD REV NATIONAL ELECTRICAL CODE NATIONAL. ELECTRICAL MANUFACTURERS ASSOCIATION NOT IN CONTRACT NIGHT UGHT NUMBER NORMALLY OPEN NOT TO SCALE ON- CENTER OVERCURRENT PROTECTIVE DEVICE OUTSIDE DIAMETER OWNER FURNISHED CONTRACTOR INSTALLED OVERLOADS OPENING POLE PUBLIC ADDRESS PULLBOX PRIVATE BRANCH EXCHANGE POWER FACTOR PHASE PACKAGE PLACES PANEL PAIR PRIMARY PUGET SOUND ENERGY POTENTIAL TRANSFORMER POLYVINYL CHLORIDE POWER QUANTITY RESISTANCE or RADIUS RECEPTACLE REDUCER REQUIRED REVISION JOB NUMBER: 69537 DATE: 04 /25/03 DESIGNED: E. SPRINGFIELD !CHECKED: K. LANE DRAWN: E. SPRINGFIELD DRAWING FILE: E001 -LOBBY OWNER APPROVAL: REVISIONS RM RPM RS RVAT S SCHED SCL SEC SECT SF SHLD SHT SK SPEC SQ SS ST STD STL STRUCT SUB SUBSTA SUPT SV SVC SW SWBD SYM SYNC SYS TB TD TEL TEMP TERM 17034440 4125/03 C'0 ISSUE 4/11/03 COONomonom IDWE 3/14/03 OD Mt 1 1 SD NNW ND: DAM 0130IPTIOOR ROOM REVOLUTIONS PER MINUTE RAPID START REDUCED VOLTAGE AUTOTRANSFORMER SOUTH SCHEDULE SEATTLE CITY LIGHT SECONDARY SECTION SUPPLY FAN SHIELD or SHIELDED SHEET SKETCH SPECIFICATIONS SQUARE STAINLESS STEEL SHUNT TRIP or STREET STANDARD STEEL STRUCTURAL SUBSTITUTE SUBSTATION SUPPORT SOLENOID VALVE SERVICE SWITCH SWITCHBOARD SYMMETRICAL SYNCHRONOUS SYSTEM TERMINAL BLOCK TIME DELAY TELEPHONE TEMPERATURE or TEMPORARY TERMINAL NP. pK1X: ODDCRIP11011k M2D2 THHN THWN TOS TS TSP TTB TTC TYP UC OF UG UH UL LION UPS UTP V VIA W W/ WH WHSE WM W/O WP X XFMR XHHW XLP XP Z NEW PANEL DESIGNATIONS: - C G M L B 1 2 3 M C DP- E - L - M - ` P - C2P2A -2 1 2 A 4 - 2 HEAT - RESISTANT THERMOPLASTIC MOISTURE AND HEAT RESISTANT THERMOPLASTIC TOP OF SUPPORT or STEEL TAMPER SWITCH TWISTED SHIELDED PAIR TELEPHONE TERMINAL BOARD TELEPHONE TERMINAL CABINET TYPICAL UNDER - COUNTER UNDER -FLOOR UNDERGROUND UNIT HEATER UNDERWRITER LABORATORIES UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SUPPLY UNSHIELDED TWISTED PAIR VOLTS VOLTMETER WATTS, WIRE or WEST WITH WATT -HOUR WAREHOUSE WIREMOLD WITHOUT WEATHERPROOF REACTANCE TRANSFORMER MOISTURE AND HEAT RESISTANT CROSS -UNKED SYNTHETIC POLYMER CROSS -UNKED POLYETHYLENE EXPLOSION -PROOF IMPEDANCE - COMMERCIAL GALLERY - GREAT GALLERY - MILITARY GALLERY - LOBBY - BASEMENT - FIRST FLOOR - SECOND FLOOR - THIRD FLOOR - MEZZANINE - CATWALK DISTRIBUTION PANEL STANDBY POWER UGHITNG MECHANICAL POWER SECTION 1 SECTION 2 LETTER DESIGNATION (IN SERIES) 480Y/277V, 30, 4W PANEL 208Y/1 20V, 30, 4W PANEL DIMMER PANEL DESIGNATIONS: C - COMMERCIAL GALLERY M - MILITARY GALLERY 8 - BASEM FLOOR - FIRST FLOOR 2 - SECOND FLOOR 3 - THIRD FLOOR M - MEZZANINE C - CATWALK D - EXHIBIT UGHTING DIMMER PANEL 2 - NUMBER DESIGNATION (IN SERIES) NEW TRANSFORMER DESIGNATIONS: T - TRANSFORMER C - COMMERCIAL GALLERY M - MILITARY GALLERY L - LOBBY TM2A A - LETTER DESIGNATION (IN SERIES) B - BASEMENT 1 - FIRST FLOOR 2 SECOND FLOOR 3 - THIRD FLOOR C - CATWALK N0: OM !t OESCOOMIOlt S „, R 4 . a 194, ' RFD ELECTRICAL ABBREVIATIONS AND SYMBOLS LEGEND LOBBY , % .art GALA MAIN SWITCHBOARD LOAD SUMMARY M•MSB1 LOCATION: MLITARY GALLERY MAIN ELECTRICAL ROOM FED FROM: SERVICE TRANSFORMER T141 L •► II TR : • CKT CIRCUIT PH AMPS POLE LOAD AMPERES: 4000A II U ML. CONDUCTOR GROUND • 5 EMr MIu 200 -4 200 DESCRIPTION p 2 2 kVA VOLTS: 480Y/?77V tO! (1)- 10 50 -3 19.7 50 1 1 a PANEL MBP2A -1 R.IM 1. CIRCUIT TAG INDICATES NOMINAL CIRCUIT MPS AND NUMBER OF CONDUCTORS (EXCLUDING GROUND). 2. STANDARD ONERCURRENT PROTECTIVE DEVICE RATING PER NEC 240 -6. • ASSUMES ADJUSTABLE TRIP CIRCUIT BREAKER. 3. VMRE AMPACITY REPRESENTS THE MAKNIUM CIRCUIT DESIGN AMPS AND IS BASED ON NEC TABLE 310 -16 WITH NO CORRECTION FACTORS FOR TEMPERATURE OR ADJUSTMENT REQUIRED FOR VOLTAGE DROP. 4. RACEWAY IS SIZED TO INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 'MAX' SIZE IS BASED ON RIGID PVC CONDUIT, SCHEDULE 80. 5. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. *ERE CONTINUOUS METALLIC RACEWAY IS NOT UTWZED, PROW( EQUIPMENT GROUNDING CONDUCTOR. 6. CONDUIT AND MARE MAY BE REPLAYED WITH MC CABLE. 25OAF 3 25.49 PHASE: 3 19.3 1b VU XFMR TMBA 125AT 23.73 WIRE: 4 ® 1c 21.50 BUS TYPE: CU 71.7 20 PANEL MBM4A -1 3 82.54 A.I.C.: SEE 1 -UNE 70.7 9.1 2b I 79.74 PANEL MFR: 78.1 6.8 2c 84.87 PANEL TYPE: I III' - 3a PANEL MBL4A 2 lE 3 28.11 200AT 22.32 MAIN CKT BKR: 4000AT 22.3 M� E 13.2 - 4a PNL M8E4B 125AF 3 13.17 FLUSH MID: E 10.5 =- 4b 4c VIA ATS 60AT 10.49 8.88 SURFACE MTD: YES GND BUS: YES 1.1 27.2 _MI o" 23.6 5a DISTR PNL M1DP4A 3 80.72 ISOLATED GND: 2.0 28.2 - 23.6 5b I 80.50 200% NEUTRAL: 1.4 27.2 26.9 - 23.6 5c 79.15 0.9 29.6 5.7 6a DISTR PNL M1DP4B 3 36.19 TOP FEED: 2 I BOTTOM FEED: YES USED 4..9 9 6c 34.60 0.9 34.1 Ea 0,8 10.9 7a DISTR PNL M2DP4A 3 53.93 nom 7.2 0.8 10.9 7b I 54.52 1.1 30.0 5.6 0.8 10,9 7c 48.48 0.9 29.1 5.5 8a DISTR PNL M2DP4B 400AF 3 35.58 0,7 29.1 5.3 8b 400AT 35.16 0.9 4.2 8c 31.69 17.3 90 PASSENGER ELEVATOR M -ELV1 12W 3 17.30 17.3 9b 50HP 125AT 17.30 SWBO TOTAL COIN 17.3 9c 17.30 LOAD IN kVA - ®- 100 ACU -1 4QM 3 131.10 RECEPTACLES: 28.78 113 1 11111 106 383.6 MCA 400AT 131.10 LIGHTING: 462.38 = 1Oc 131.10 EQUIPMENT: 1337.24 131.1 110 ACU -2 3 131.10 HEATING: 29.17 IIII MO 131.1 - 11 b 383.6 MCA 1 131.10 COOLING: 517.66 .111.11 131.1 - 11c 12a 131.10 TOTAL: 2375.22 - - -- 138.0 ACCH -1 MA 3 8881 138.0 12b 12c 13o 412 MCA 450AT _ FEEDER TOTAL COIN LOAD IN WA II 138.0 PREPARED SPACE 4 �E1 3 RECEPTACLES: 28.78 -M- 13b UGHTTNG: 462.38 13c EQUIPMENT: 1337,24 0.4 380 148 NEW IrIAIEl L1P4 N UAW 3 32.21 HEATING: 29.17 0.5 1.0 30.0 - 14b 32.13 COOLING: 517.66 0.2 0.3 212 14c 26.74 TOTAL: 2375.22 150 PREPARED SPACE 12W 3 - - -- 156 FEEDER DEMAND LOAD - - -- PREPARED SPACE 1250/ 3 67 5 A 16o MI- -- 16b 3008.1 AMPERES 1k REMARKS: LARGEST MOTOR 61.30 kVA FEEDER AND BRANCH CIRCUIT 75- 0EGREE C COPPER SCHEDULE COIDUCTON CU101NT TAO • 1 °CPO AMPS NOME 2 WIRE MPS • 3 ► a CONDUCTORS PER KT gg SQE • 4 PIMA CONDUCTORS II U ML. CONDUCTOR GROUND • 5 EMr MIu 200 -4 200 200 p 2 2 Eta 3 0 (31 18 EpaETO tO! (1)- 10 50 -3 50 50 1 314' 3/4' R.IM 1. CIRCUIT TAG INDICATES NOMINAL CIRCUIT MPS AND NUMBER OF CONDUCTORS (EXCLUDING GROUND). 2. STANDARD ONERCURRENT PROTECTIVE DEVICE RATING PER NEC 240 -6. • ASSUMES ADJUSTABLE TRIP CIRCUIT BREAKER. 3. VMRE AMPACITY REPRESENTS THE MAKNIUM CIRCUIT DESIGN AMPS AND IS BASED ON NEC TABLE 310 -16 WITH NO CORRECTION FACTORS FOR TEMPERATURE OR ADJUSTMENT REQUIRED FOR VOLTAGE DROP. 4. RACEWAY IS SIZED TO INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 'MAX' SIZE IS BASED ON RIGID PVC CONDUIT, SCHEDULE 80. 5. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. *ERE CONTINUOUS METALLIC RACEWAY IS NOT UTWZED, PROW( EQUIPMENT GROUNDING CONDUCTOR. 6. CONDUIT AND MARE MAY BE REPLAYED WITH MC CABLE. TRANSFORMER SECONDARY FEEDER SCHEDULE 480- 208Y/1201 XFirt. 75- DEGREE C COPPER TH H N/THAW CONDUCTORS CIRCUIT TAG RACEWAY CONDUCTORS PER SET, TO PANELBOIARD SETS SIZE PHASE NEUTRAL G CBC & BONDING T30 1 1 - 1/4' (3) -0 (1)43 (1) T30K 1 1-1/r (3) -43 (2) -(3 (1) --j8 T30K -IG 1 1-1/f (3) -0 (2) -13 1 (1) -48 GENERAL NOTES: 1. USE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLM RACEWAY IS NOT UTILIZED. PROVIDE EQUIPMENT GROUNDING CONDUCTOR. 2. RACEWAY SIZE IS BASED ON EMT & FLEX. WHICHEVER REQUIRES THE LARGER SIZE. 3. CONDUIT AND MARE MAY BE REPLACED WITH MC CABLE. 4 SEE COMPANION DRAWING (XFMR SEC CU FOR SCHED.DWG) UTIUTY_TRANSFORMER DMA: IINTIMMIKI1 3 PHASE PM 480 HXM 112.5 • • VALUE : •� 31 ON UTIUTY COMPANY 1•.,.31__ MECHANICAL 2ND FLOOR MEZZANINE 1ST FLOOR BASEMENT/ PLAZA LEVEL GENERATOR ROOM 100kW GENERATOR 480Y/277V, 30, 4W 100/3 fl°-- - --(ATS -1 B)-- 60/3 «°----CATS -20 nbbf (� PNL L1P4 480Y/277V 200A 100A EMERGENCY SYSTEM AUTOMATIC TRANSFER SWITCH ATS-1 -, TL1 30 WA XFMR 480- 208Y/120V 30, 4W MBE4A PNL MBE4A 100A 480Y/277V 30, 4W 100A MAIN 22k AIC 200 -4 forszeram• ur, INN SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)808-8400 FAX (425)808-9797 A1N PNOAICT AMpt Iwo 11R oIR 1� 'MO MAW *UAL NOT R LOMB. 1 01 OA0110R0 TO NW MID PINT, NCO NM R R ;: Om AI I NODND P1 NW 1111► NNW AN MEN MINI WNW or NOM 11IA (ATS -2A) --MBE 46 PNL MBE48 100A 480Y/277V 30, 4W 60A MAIN 10k AIC 60A STANDBY SYSTEM AUTOMATIC TRANSFER SWITCH ATS -2 PNL L1P2 208Y/120V 100A XFMR TMBX 480- 208Y/120V 30 kVA �MBE4C) 1121.11GLINNESILGIAKILIE MAIN ELEC. ROOM LOCATION LEG NO. LENGTH MPS WIRE GAGE SETS COILS LEG SUM VOLTAGE PERCENT LOBBY 13.EC. ROOM 1 385 99 /3/0 1 167800 4.72099 4.72099 480 0.98% DAERGENCY LIGHTING PNL MBE2A 100A 208Y/120V 30, 4W 100A MAIN 10k AIC ONE -LINE RISER DIAGRAM EXISTMC GUIDING PHASE 3(KRCMEN) SCALE: NONE �M MM2A MAIN ELECTRICAL ROOM PNL MBL4A 200A 480Y/277V 30, 4W MLO 42k AIC PNL MBM4A -1 400A 480Y/277V 30, 4W MLO 42k AIC MECH MEZZANINE PNL MMM2A 100A 208Y/120v 30, 4W 100A MAIN 10k AIC Isc= 16,238A I PNL M 1 L4A 100A 480Y/277V 30, 4W MLO 22k AIC MBM4A) PNL MBM4A -2 400A 480Y/277V 30, 4W MLO 42k AIC SECOND FLOOR WEST ELECTRICAL ROOM -(M2DP4C FIRST FLOOR WEST ELECTRICAL ROOM I sc = 19,0 I PNL M1M4A 225A 480Y/277V 30, 4W MLO 22k AIC I sc= 19,916A I --(M1 -(M1L4A) 1 L4A PNL MBP2A -1 400A 208Y/120V 30, 4W 250A MAIN 10k AIC PNL M1DP4A 400A 480Y/277v 30, 4W MLO 22k AIC PNL M2L4A 100A 480Y/277V 30, 4W MLO 22k AIC XFMR TM1A 480- 208Y/120V 150 kVA, K13 PNL MBP2A -2 400A 208Y/120V 30, 4W MLO 10k AIC M2L4A51 4► M1P2A MBP2A3 PNL M2DP4A 400A 480Y/277v 30, 4W MLO 22k AIC PNL MBP2A -3 100A 208Y/120V 30, 4W MLO 1 0 k AIC XFMR TM2A 480- 208Y/120V 150 kVA, K13 PNL M1P2A -1 400A 208Y/120V 30, 4W 400A MAIN 10k AIC IIsc= 9,099A I XFM TMBA `--� 480- 208Y/120V 75 kVA PNL M1P2A -2 400A 208Y/120v 30, 4W MLO 10k AIC PNL M2P2A -1 400A 208Y/120V 30, 4W 400A MAIN 10k AIC PNL M1P2A -3 400A 208Y/120V 30, 4W MLO 10k AIC PNL M2P2A -2 400A 208Y/120V 30, 4W MLO 10k AIC ONE-LINE RISER DIAGRAM aasTINc BUILDING PHASE 1(RB) MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCIHdENT3• APRIL 25,2003 Motor Contribution (Amps) AVAILABLE FAULT CURRENT PMEL L1P4 PNL M2P2A -3 400A 208Y/120v 30, 4W MLO 10k AIC ID a sec w W < 0. V) ° 125AF )400AF ° 250AF ° 125AF ° 400AF 200A 125AT 400AT 20 } 60AT r 400AT r 3P MAIN SWITCHBOARD M -MSB1 4000A, 480Y/277V, 30, 4W, 65k AIC HP 10 .NOB NUMBER: 69537 DATE: 04/25J03 DESIGNED: E. SPRINGFIELD CHECKED: K. LANE DRAWN: E. SPRINGFIELD DRAWING FILE: E100-LOBBY OWNER APPROVAL: r--1 AT: E PHASE 2 WIN wawa he AT PREIAOUS PONT 45 981.0 MILT OVUM 0M.W.A1 SN YONT•TBPONT iM ON DISTANCE N FEET 385 J w VOLTAGE REVISIONS QUANTITY ACU -1 ACU -2 ACCH -1 N I CONDUCTORS U 4/25/03 CO MIWE 4/11 /03 COD ION IIIUNt 3/14/03 00 IIIUE 3I/03 ID SSW N0: OWE: mamma 30 CONDUCTOR TYPE CU cD W O. C-) 0. CL °1 400AT °1 125AT °) 400AT °1 400AT o� 350AT °1 400AT BUSSWAY SIZE NA SECOND FLOOR EAST ELECTRICAL ROOM Isc= 27,483A I PNL M2DP4B 400A 480Y/277V 30, 4W MLO 42k AIC 10 - /42- FIRST FLOOR EAST ELECTRICAL ROOM I sc = 30,941A PNL M1DP4B 400A 480Y/277V 30, 4W MLO 42k AIC o CC sl a U O W Q +- CC (�/, U PIO: Drat: OLICRI PION: BUSSIMAY TYPE NA XFMR TM2B 480- 208Y/120V 150 kVA, K13 XFMR TM18 480- 208Y/120V 150 kVA, K13 !Ix= 45.8814 MAC, NON -MAC OR BUSIAY? MAG NO: Drat: x SEGMENT 0.000040 PNL M2P28 -1 400A 208Y/120V 30, 4W 400A MAIN 10k AIC PNL M1P2B -1 400A 208Y/1 20V 30, 4W 400A MAIN 10k AIC PASSENGER ELEVATOR M -ELV1 50 HP M MSB 1�--- GENERAL SHEET NOTES: 1. LIGHT UNEWORK INDICATES EXISTING INFORMATION. INDICATES FUTURE WORK. 2, REFER TO SHEET E800 FOR PANEL I190P4A SCHEDULE. FLAG NOTE.: > NOT USED IIsc=9,624A I I I sc = 9,790A I 100/90 SEGMENT 0.000067 PNL M2P2B -2 400A 208Y/120V 30, 4W MLO 10k AIC PNL M1P2B - 2 400A 208Y/120v 30, 4W MLO 10k AIC SCL VAULT i sc = 47,000A UTILITY XFMR TM1 26kV- 480Y/277V 2000 kVA PROVIDE RACEWAYS ONLY FROM NEW MEDIUM VOLTAGE SWITCH SEE SITE PLAN E200 C VALUE PER COND 12844 PNL M2P26 -3 400A 208Y/120V 30, 4W MLO 10k AIC PNL M1P2B - 3 400A 208Y/120V 30, 4W M LO 10k AIC C VALUE TOTAL 12843.501 EXTRA UGHT UNEWORK 45,981 A RMS S11VIORT F VALUE M = 1/1+F CALCULATED 4.973502663 0.167405969 I I sc a 47,0004 I UTILITY XFMR TM2 26W- 480Y/277V 2000 kVA SPARE RACEWAY WITH CONDUIT CAP EXISTING BUILDING ONE -LINE RISER DIAGRAMS AND CALCULATIONS LOBBY s1-p 4Ppn.. Al/y ..> AFC AT M -MS81 CIRCUIT CURRENT LINESDE PANEL ANC 1 14 MAC E100 .41•41.. MAY I POW CONN ...�3 EX CHECK ROOM EX WOME • M8E4A -2 ; GIFT SHOP 1716 SF OCC GIFT SHOP LIGHITNG SHOWER TO BE DE RMINED BY OWNER EX STAIR 10 EX LOBBY � \\/ ItTNArlit ,►� �r 'ai � M , � D' 8 111 �i_'� - 11 11�1 . 4! +LJ 8 J/ f 2 EM MB 1 4111 tl f►- 116.. r"° +w. zviir MI M� II II EL. 20.0' CAFE LCAFE 1846 SF 123 OCC WOMEN LEAN 42 S R00 OCC –-. o UP STAIR 11 DN PLATFORM PREP. ROOM 0 STAIR 8 MEZZ 1 /8 " =1 -0" / SCALE 1 1 1 1 AUDITORIUM STIAR 9 / r EXIT / / / / 0 2 4 6 8 12 16 nbbj 0 10 24 FEET ACCESSORY ROOM 0 I PARTIAL MEZZANINE FLOOR LIGHTING PLAN SCALE: 1 /8 " =1' -0' 0 10 SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)808-8400 FAX (425)808-9797 Iva DOCUIIM APO IIS IMO Me OMNI AIR 114 1 v OI MOO AIO *ML IOW R MD TOR INN /R�.T cowl 11* O K WW= 1Oi>�1. WO MOW PL R0i mow 11MOR SOU R II O iro NW = 1� aowleR a Boa MOM 1Nw °001 Or � ,u o » o� 1088 SF 72 OCC \ ROOM 0 10 I I 11 11 0 II EX LOBBY AUDITORIUM 2469 SF 280 OCC 0 10 Fv IN I f-o L(rUftr 10 10 0 10 �I I .1111_, 0 2 4 6 8 1 /8"* 1' -0" MAU 12 16 1 / /7 /7 /7 7 1ST FLOOR AND SITE LIGHTING PLAN SCALE: 1/8 " =1' -0" 24 FEET MUSEUM OF FLIGHT EXPANSION Seattle, w.n:gon LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 u u J08 NUMBER: 89537 DATE: 04/25/03 DESIGNED: E. SPRINGFIELD CHECKED: K. LANE DRAWN: E. SPRINGFIELD DRAWING FILE: E400 -LOBBY OWNER APPROVAL: / / / Cr / / TC) / / REVISIONS / / / / / / / / / / / / 10 V 03142H_ 4/35/03 Co ISM 4/11 /03 0001100IAT1011 ISM 3/14/03 00 115Nt 1/31/O3 !o out No: Gat: otsa0IPTIOI: II N0: OWL ✓ L — 10 4 a 0 10 OFFICE ,OFFICE 277 SF 3 OCC FLAG NOTES: [:>. INTERCEPT EXISTING UGHT FIXTURE IN ROOM ABOVE FED FROM MBE4A -2. PROVIDE 300W, 120 /24VAC XFMR CONCEALED IN ACCESSIBLE SPACE IN CABINETRY FOR POWER TO TYPE "LA" FIXTURES IN CABINETRY. MOUNT BOLLARD FIXTURES WTTH BOTTOM OF FIXTURE LEVEL WITH TOP OF ADJACENT PAVING. REFER TO FIXTURE MANUFACTURERS INSTALLATION INSTRUCTIONS. FIXTURE SWILL BE INSTALLED SO THAT IT HAS VERY/ MINIMAL OR NO SINKING IN RELATION TO THE PAVEMENT REGARDLESS OF THE GRADE. POP OCICIOITOW N 0 10 N 77 0 *00 N R i PARTIAL FIRST FLOOR AND C MEZZANINE LIGHTING PLAN LOBBY sa.mwawa a s as a s saa a; E400 Emu EXIT STIAR 9 ( AUDITORIUM in I I ■I� r ( V / I ■ I--I I ACCESSORY ROOM it -\\ 0 II Si 4 / IN IN IN Ri I lif \ ROOM 1 1088 SF 72 OCC/ NNW EX CHECK ROOM I I 0.4 '07 Oa ' OA Oa 03 442 12 0.2 02 '02 II_ 7 44 'q 31 '31 '1.1 04 03 03 03 I i 0a 7A O7 40 2.4 10 s os 05 O4 3 '0a '14 0.4 45 23 '13 '12 1 '1 1 '01 a 43 U 00 14 20 11 11 24 '22 '11 '14 '21 2.0 3.111 '11 IS 24 3.11 '4.1 14 '20 01 O-0 a 1.D 1.0 1.7 33 02 O.4 118 4.1 " O4 0.7 OS 0.0 1.0 11 34 11.3 7.0 72 41 01 to 1.9 1.1 IS 11 11 0.0 7.0 SS 44 '1.7 30 42 4.1 30 21 20 4.1 0.1 4.7 3.2 24 '1.3 2.4 • 13 1.4 1.4 2.1 15 2.0 • 2.0 41 24 11 2.1 2.2 '23 1.4 1.7 2.7 '4.0 41 4 31 1.4 1.1 0 � 1.1 • 1.0 • 34 Si • 10 04 21 '1a 1.1 '1.1 '1.1 12 '20 '11 '44 '00 '73 '00 1.7 20 24 24 2.0 1.0 34 sa 7.0 04 43 1.3 '22 2.11 2.0 '23 1 1 1.4 2.3 17 44 45 34 2.2 '23 34 45 4.1 21 '20 1a 1.5 1.4 IS 3.0 02 7 -0 '110 '00 '20 '1.7 1.0 L 21 20 13 to 10 ',1a 1a _:e - 7.4 72 03 3.1' •.1 • 1.1 M 1.1 1.1 1.1 3.7 4 0. x ' 29 4.7 0.1 11 4.4 21 1.11 1.4 1.3 12 20 35 1333 4.1 4.1 32 2.2 11 Z, 2 10 23 21 32 0.1 4.4 0a '23 2/ '15 217 is ' 04 4.0 23 21 '30 '3a '30 23 eta 3 .4 7.3 72 02 10 '1.1 1.0 1.7 11 1.1 1 0 2.1 2.7 3.7 � 3.4 '2a '21 2.0 '4.4 '07 . 42 '4.4 0.0 Si 4.3 '24 1.0 2.4 '30 '27 '11 .4 72 '3.2 30 la 1.1 - 1.0 10 '00 40 30 '13 01 '09 0.4 07 03 4.0 31 2.7 1.4 04 04 0.3 GIFT SHOP 1716 SF 59- 0CC GIFT SHOP LIGHITNG SHOWER TO BE DE RMINED BY OWNER EX WOME WOMEN OFFICE [OFFICE 277 SF 3 0CC UP STAIR 1 DN PLATFORM 0 STAIR 8 PREP. ROOM nbbf 0 T� SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)806-8400 FAX (425)806-9797 1001 000=01F m � nI COOS at 1wit ,IpPIR,T 01 114100 Alp •*L 1101' R III FOR Nor MOO OMRMII111[c WU 11A 000U.-R •* 1101 R i 1 itimat R onomo POINOPICIIII OR N ow a w R o1R 1111t �r�lawwlrr1e11 oa1�aR or �aa� 11w "1101 f� �L - I A 0 u I I 1 EX LOBBY AUDITORIUM 2469 SF 280 OCC f x ENTRI I_0 it EX LOBBY SCALE: 1 /8 " =1' -0' 1/8 " =1' -0" 02468 12 10 24 SCALE FEET P ,;, ./.,7" Alilk„ 7 ,7 ' ,57 / `I► a / MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS - APRIL 25, 2003 U u 7Pi1RIlAL 1ST FLOOR EGRESS PHOtOMETRICS zz JOB NUMBER: 69537 DATE: 04/25/03 DESIGNED: E. SPRINGFIELD CHECKED: K. LANE DRAWN: N. ALEXANDER DRAWING F1LE: E400o -LOBBY OWNER APPROVAL: / (X8 / .- REVISIONS / / / / / 4/25/03 CO 5111* 4/11/03 00015111MIA1011 I R 3/14/03 00 OM 1/31 /103 !D OAR 110: OAR: OILIC '11o1R fl I I I J LUMINAIRE SCHEDULE Symbol Label Qty Cubing Number Deecelplion Lamp Fk Lumens LLF WON B 10 50MRC16/CC NFl24 50111R1INF.E -1 0.81 0 S N Will: otscornott N0: DM OCIC111r'11011: STATISTICS DMarpicn Avg Maw Min M"11IMM Avplliin C"lt Zona 42 2 4 1c 4.0 k 0.21c 40.0 13.81 PARTIAL FIRST FLOOR A5 MEZZANINE LIGHTING PHOTOMETRICS 7 MIB-UIBAIIII-III-IIi-=-1MLMIL-Mllftila-=AMI Xi, E400a CIROIND OriVOP /4111111A .• c' 3 NOlvir alma w ■ E // // // // MI NNW. MUM MOM IMMO MIMI ISM MEW MO 1 __ MIN DED REC F SALES TENT / FIC SF 1 1'N 'RODE CTION 1 378 SF 2 / 1/8"= 1' -0 nbbl [ a` /CCU -1 40.4MCA p DH-1 M E Z Z 40KW, 480V, 30 p EF -1 - 1.5HP, 480V,, 30 (FA ) SCALE / EX LOBB / PARTIAL MEZZANINE FLOOR SCALE: 1 /8..1.--0. 0 2 4 6 8 12 16 24 FEET Lin-14A; T8 - d 14 1 "C.O. FOR DATA / L1 P. 1"C -#6 P4= 9,11 -1 ,3,5 SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)806-8400 FAX (425)806-9797 1N SOCUNDIT AND MI NM NO NNIONS Nl raRr or Iwo we emu INN ■t IMO MR Alr rla1m'R OII�R RUN Rt AR 11 RN< ----. RaR • � NOR R LOA 1 ORWr SIKILONO NV MAD POW NOR OWL I 110ININNOIN at loom a ow wow OI � R�11 oONr . Or In Mr�t a • . Oar \ 1 I `4..., U 1 1 . 4111111 �wnr •l —1 I • V L1P2 -13,15 3/4 " -18 EXISTING PHA 3 PANEL SECT 1 . 2 208'x/1 / / 1 /8 " -1' -0" F C� / C / / / / SCALE PARTIAL 1ST FLOOR SCALE: 1/8"..1' -V 0 2 4 6 8 12 16 24 FEET MUSEUM OF FLIGHT EXPANSION Seattle, wmnwpkin LOBBY ADDITION •CONSTRUCTION DOCUMENTS - APRIL 25, 2003 I I I I - I / I I I ` I I I I i I I I I I I I I I I I I I I I I I I I I JOB NUMBER: 89537 DATE: 04/25103 DESIGNED: E. SPRINGFIELD CHECKED: K. LANE DRAWN: E. SPRINGFIELD DRAWING FILE: E500 -LOBBY OWNER APPROVAL: I II 4/25/03 CD ISM 4/11/03 COOIicIIVImON NI ( 3/14/03 00 1/31/03 10 MK No: DAI L UtiaW110P : HI ,h. / .� \ \ / ' NO: DATE: 01300 'llolt ND: DATE: oQCI11P11DN: GENERAL SHEET NOTES: 1. ARE ALARM SYSTEM SHOP DRAWINGS TO BE PROVIDED BY FIRE ALARM SYSTEM VENDOR. p PROVIDE FLUSH FLOOR BOX WITH HINGED COVER FOR PODIUM. PROVIDE POWER AND DATA DEVICES AS INDICATED. FIELD VERIFY WITH OWNER AND OR ARCHITECT EXACT LOCATION. FLAG NOTES: I> JUNCTION BOX FOR CONNECTION TO SECURITY. PROVIDE 1"C TO SECURITY OFFICE ON PLAZA LEVEL EXACT LOCATION TO BE DETERMINED. JUNCTION BOX FOR CONNECTION TO SECURITY CAMERAS. PROVIDE 1 "C TO SECURITY OFFICE, ON PLAZA LEVEL p DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. p DISCONNECT SWITCH AND STARTER BY ELECTRICAL CONTRACTOR. p► PROVIDE POWER CONNECTION FOR ESPRESSO CART. FIELD VERIFY POKIER REQUIREMENTS. I> ROUTE CONDUIT TO PROJECTOR ROOM FOR FUTURE PROJECTOR. DATA OUTLET ON COLUMN *OVE EXISTING BEAM. REMOVE EXISTING 400112 POKER RECEPTACLE. RETURN TO OWNER. ABANDON EXISTING UG CONDUIT BACK TO WPC POWER SOURCE. p PROVIDE RECEPTACLE ON COLUMN ABOVE EXISTING BEAM FOR FUTURE PROJECTOR. > POWER IN CEILNNG SPACE FOR SECURITY CAMERA. 1p PROVIDE JUNCTION BOX IN WALL FOR FUTURE LIGHTING AND POWER IN WALL. PROVIDE 3/4" C.O. IN SLAB TO PANEL L1P2. C ; ROUTE 1" C.O. TO RED BARN PHONE ROOM. PROVIDE POWER CONNECTION FOR AUTOMATIC DOOR. FIELD VERIFY EXACT LOCATION AND POWER REQUIREMENTS. 1E► PROVIDE RECEPTACLE FOR ATM. FIELD VERIFY EXACT POSER REQUIREMENTS. PARTIAL FIRST FLOOR AND MEZZANINE POWER PLAN LOBBY / E500 reastve CM' OP ILINNIA MINN AMP, 1 SASCO ELECTRIC CO. INC. PANEL MBL4A LOCATION: MAIN ELECTRICAL ROOM FED FROM: MAIN SWBD 11-MS81 LOAD DISTRIBUTION CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD WA AMPERES: 200A VOLTS: 480Y/277V PHASE: 3 WIRE: 4 BUS TYPE: CU ALC.: SEE 1 -LINE PANEL MFR: PANEL TYPE: MAIN LUGS ONLY: YES MAIN CKT BKR: FLUSH MTD: SURFACE MTD: YES GND BUS: YES ISOLATED GND: 200% NEUTRAL: FEED -THRU LUGS: DOUBLE LUGS: TOP FEED: BOTTOM FEED: YES REC LTG Mill CLG CLG 1 11911 12.77 1.12 111 1 3 5 7 9 11 13 15 17 19 21 PNL MBE4A VIA ATS -1 < m U< CO U< CO U< CO U< CO U< CO U< m U 100 3 t 1.12 MO .1111- NM 1.12 0.60 3.15 8.88 -- HEAT TRACE BREAKER IOF;t1 HEAT TRACE G BREAKER r BE IN 11111 EMERG LTG - WW2 GALLERY LTG - PLAZA LEVEL 20 1 2.17 SPACE 2.84 MEM _ _ ^ -- .. LTG - PLAZA LEVEL 20 1 2.84 2.18 4.16 - - LTG - PLAZA WEST 20 1 4.16 1 3.90 - - PACE -35 EXT LTG - WEST WALL 20 1 3.90 _ 3.90 -_ SPACE of m U < EXT LTG - WEST WALL 20 1 190 SPACE 3.90 -- SPACE EXT LTG - WEST WALL 20 1 3.90 SPACE 1.94 SPACE III EXT LTG - EAST WALL 20 1 1.94 SPACE 200X NEUTRAL: FEED --THRU LUGS: DOUBLE LUGS: TOP FEED: BOTTOM FEED: YES SPARE 20 1 SPACE PANEL TOTAL CONN LOAD IN WA 1.73 23 25 27 29 31 33 35 37 39 41 SPARE 20 1 EMERG LTG - PLAZA, LOBBY < CO U < CO Ell - - - - SPARE 20 1 1 2.91 RECEPTACLES: LIGHTING: 32.14 EQUIPMENT: HEATING: COOLING: 2.33 EMERG LTG - PLAZA, S. STAIRS 20 SPACE 2.33 - 2.37 EMERG LTG - BOEING PAVILION 20 ■ ■ 2.37 SPACE 2.40 EMERG LTG - BOEING PAVILION 20 1 1111111.1111111111 - - - SPACE • <COU <CDU <CDU 20 1 SPACE - - - -- SPACE --- SPACE TOTAL 32.14 -- SPACE - -- - -- SPACE SPACE 11111 .1111 SPACE � �� -_ SPACE FEEDER TOTAL CONN LOAD IN WA --- 20 - -- SPACE SPACE - SPACE RECEPTACLES: 1 26 EQUIPMENT: 21.93 HEATING: COOLING: SPACE PANEL TOTAL CONN LOAD IN kVA RECEPTACLES: LIGHTING: 32.14 EQUIPMENT: HEATING: COOUNG: 2.55 -- MIN -- 2 4 6 8 10 12 14 16 18 20 22 EXT LTG - NORTH, SOUTH & EAST < m U< m c> a m (..) < m U< m U CO c) < CO c) 20 1 2.55 1.94 SPACE - - EXT LTG - WEST WALL 20 Einial 1 - RECEPTACLES: LIGHTING: 74.59 EQUIPMENT: HEATING: COOLING: .1. SPACE SPACE SPARE 20 TOTAL 32.14 2.84 4.0.17 WA 48.4 AMPERES LARGEST MOTOR WA REMARKS: LTG - PLAZA EAST 20 Ems= 1 3.04 3.04 PANEL MBE2A VIA XFMR TMBX 3.24 3.86 2.86 0.36 LTG - PLAZA EAST 20 3.45 26.02 WA 31.3 AMPERES 0.36 LTG - PLAZA EAST • 1 3.45 LARGEST MOTOR 3.80 WA 1.94 EXT LTG - EAST WALL - TOTAL: 74.59 1.94 EXT LTG - EAST WALL 20 1.94 1.94 EXT LTG - EAST WALL 20 1.94 FEEDER TOTAL CONN LOAD IN kVA SPARE 20 SPARE 20 RECEPTACLES: LIGHTING: 74.59 EQUIHEATIPMENT: NG: COOLING: 24 26 28 30 32 SPACE 1.1111111111111111111111 SPACE SPACE ■ SPACE SPACE TOTAL: 74.59 34 36 38 40 42 SPACE WIN =III - IIIII - SPACE FEEDER DEMAND LOAD SPACE SPACE 93.23 kVA 112.3 AMPERES SPACE LARGEST MOTOR WA REMARKS: SASCO ELECTRIC CO., INC. PANEL MBE4A LOCATION: GENERATOR ROOM FED FROM: PNL M814A / GENERATOR VIA ATS -1 LOAD DISTRIBUTION CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA AMPERES: 100A VOLTS: 480Y/277V PHASE: 3 WIRE: 4 A i.C.: SEE 1 -LINE PANEL MFR: PANEL TYPE: MAIN LUGS ONLY: MAIN CKT BKR: I00A FLUSH MTD: SURFACE MTD: YES GND BUS: YES ISOLATED GND: REC LTGT HTG CLG CLG 1 11911 4.31 1.12 ▪ ,0 1 I CPI PANEL MBE4C < CO U < m U 40 20 20 3 _ 1 1 4.31 3.00 2 ______ 2.18 2.18 1.12 3.00 2.00 NM 1.12 0.60 3.15 - HEAT TRACE BREAKER IOF;t1 HEAT TRACE G BREAKER r - EMERG LTG - WW2 GALLERY SPACE 2.18 2.18 SPACE EMERG LTC - 11•62 GALLERY _ - - _ _ ^ -- .. 11 EMERG LTC - WW1 GALLERY 20 SPACE 2.18 IIII all 2.18 ��� il - 13 15 17 EMERG LTG - WW1 GALLERY < CO U 20 1 2.18 ill PACE -35 PACE SPACE _ _ 19 21 23 25 SPACE of m U < PACE - SPACE SPACE SPACE SPACE _� - SPACE - - SPACE III MI NI 27 29 SPACE SPACE 200X NEUTRAL: FEED --THRU LUGS: DOUBLE LUGS: TOP FEED: BOTTOM FEED: YES PACE SPACE PANEL TOTAL CONN LOAD IN WA 1.73 -M- _-- -NM= 111111 -- 11111 2 4 6 8 10 12 14 16 18 22 24 26 28 30 EMERG LTG - PLAZA, LOBBY < CO U < CO 20 1 1.73 - - 2.91 EMERG LTG - PLAZA, N. STARS 20 1 2.91 RECEPTACLES: LIGHTING: 32.14 EQUIPMENT: HEATING: COOLING: 2.33 EMERG LTG - PLAZA, S. STAIRS 20 1 2.33 - 2.37 EMERG LTG - BOEING PAVILION 20 1 2.37 - - 2.40 EMERG LTG - BOEING PAVILION 20 1 2.40 2.37 EMERG LTG - BOEING PAVILION • <COU <CDU <CDU 20 1 2.37 - - - -- SPACE ! := 1111111111111 TOTAL 32.14 -- SPACE - -- - -- SPACE FEEDER TOTAL CONN LOAD IN kVA 11111 .1111 SPACE -_ FEEDER TOTAL CONN LOAD IN WA --- 20 - -- SPACE SPACE - -- Ell RECEPTACLES: 1 26 EQUIPMENT: 21.93 HEATING: COOLING: SPACE RECEPTACLES: LIGHTING: 32.14 EQUIPMENT: HEATING: COOUNG: SPACE -- MIN -- - �-- - -- SPACE .. - . -_- SPACE - - SPACE TOTAL 24.69 .1. SPACE SPACE TOTAL 32.14 FEEDER DEMAND LOAD 4.0.17 WA 48.4 AMPERES LARGEST MOTOR WA REMARKS: SASCO ELECTRIC CO., INC. PANEL MBE4B LOCATION: GENERATOR ROOM FED FROM: M -MS81 j GENERATOR VIA ATS 2 LOAD DISTRIBUTION CKT CIRCUIT DESCRIPTION PH AMPS POLE :OAD k V A AMPERES: TOGA I 4b0�; "2 ?7i P 3 WIRE 4 B US ' C A C SEE _NE PANEL MFR: y PANE 'YPE: MAN UGS Oti�� MAIN CKT BKR fi0a FLUSN MTD SURFACE ITC. v ES GND BUS: YES ISOLATED GND 200% NEUTRAL: FEED -THRU LUGS DOUBLE LUGS: TOP FEED: BOTTOM FEED: YES REC LT HTG CLG 1 11911 1.12 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 SEWAGE EJECTOR PACKAGE PUMP CONTROL PANEL 1 - 1 HP PUMPS _ < m C) .4 m C.> < CO V < CD U < m C> < CD U < CO U I 15 20 20 3 _ 1 1 '. 1 t 2 t 12 0 60 3.15 1.12 NM 1.12 0.60 3.15 HEAT TRACE BREAKER IOF;t1 HEAT TRACE G BREAKER r SPACE SPACE SPACE _ - - _ _ ^ -- .. SPACE _SPACE SPACE SPACE EIIIIIIIIE - - - - -_- -35 PACE _ - SPACE PACE 31 33 37 39 41 SPACE - SPACE _� _ - - - - SPACE III SPACE 111111 SPACE SPACE PANEL TOTAL CONN LOAD IN kVA 2.54 2 4 6 8 12 14 16 18 22 26 28 30 32 34 36 38 40 42 STORM WATER PACKAGE PUMP CONTROL PANEL (2) -3 HP PUMPS C) W > C) Ca > C) W > C) CO > C) W > C) W > C) CD • 50 3 Q- 1111111 N N - -- -- RECEPTACLES: 1.26 LIGHTING: 1.50 EQUIPMENT: 21 .93 COOLING: -- 234 _ - -N- SPARE 20 20 - ! u u - -- PARE 20 Q- SPACE TOTAL: 24.69 - - - -- SPACE ! := 1111111111111 - SPACE FEEDER TOTAL CONN LOAD IN kVA -_ -- - SPACE - - RECEPTACLES: 1 26 EQUIPMENT: 21.93 HEATING: COOLING: 11111 SPACE -- MIN -- - -- III SPACE .. - . -_- SPACE PAGE TOTAL 24.69 .1. SPACE R• SPACE 50 3 FEEDER DEMAND LOAD 0.54 2.70 PANEL MBE2A VIA XFMR TMBX 3.24 3.86 2.86 0.36 1.50 2.00 26.02 WA 31.3 AMPERES 0.36 2.50 LARGEST MOTOR 3.80 WA REMARKS: SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)806-8400 FAX (425)806-9797 ocamerr mammy arQ woo as gmFIOT�R �11MIm 11OR M111' AIOADCT 011111 111~1 71E 014 1111101111119 11118 Male 1Rl ROR {A111k kW= OR MOM IN a low moo TNc OPR'i1 IMMl1COp OA�II A lIM1100. 11* �� ��O�MP�rIMM111 SASCO ELECTRIC CO., INC. - 0. MOM = 0.50 r 111111 - 1 .00 NMI 0.22 1.00 1.10 1E1 -� MEM MININ INNIMENINNIN MINN MINIM MINN MIMI r NM Ell 20 20 20 20 50 111111111211111 1111111 20 20 20 20 MINN En UI NEM MIMI INN 20 20 20 20 20 20 20 20 20 POLE USD kw 0.7 030 1.00 110 0.1• 4.10 0.22 0.18 0.36 0.18 0.18 110 Ern 0.11 1.08 _ 1.80 0.18 0.36 0.18 0.18 1.08 LARGEST MOTOR MOTOR PHASE 3 3 5 7 9 11 13 15 17 19 23 25 27 29 31 33 36 37 39 41 ff -2 SCUM CMERAS iUIUIM P'RUCTOR nnua PM:LECTOR MITOMATIC DOOR j4 NEC AT (SPIIESS° SUS ESPIIESSO CART RIC - On BREAKER FRONT OESK SCCENT LIMON SPA SPME SP11E SPICE SPICE SPACE SPACE SPICE SPACE SPICE SPACE 2 FRONT DESK COMPUTERS 4 FRONT DESK COLPUTERS 6 FRONT DESK COMPUTERS 8 OUTDOOR SAES TENT REC 10 REC ELEC. RM, STORAGE 12 SPIRE 14 PODIUM FLOOR REC 16 PODIUM FLOOR REC 18 ATM 20 SPARE 22 SPARE 24 PARE 26 'SPACE 28 SPACE 30 PACE 32 SPACE 34 SPACE 36 SPACE 38 SPACE 40 SPACE 42 SPACE REMARKS: 1P4 w 4 1 C A 1 C 1 C 8 C A 1 C A 8 C A B C B 20 1 1.08 RECEPTACLES: 1.08 C 20 1 0.36 LIGHTING: 0.22 A EQUPMENT: 17.64 8 KATMNG: C A B B C A B C B C C PANEL L1P2 VOLTS: SUS T ALE: • PANEL W PANEL TM: WIN LUGS ONLY: WIN CKT MME F UISH M►a SUNNI Ala CND BUS: BOUM GM 2005 Mat: NO YES NO ITS IRS NO NO FEED -THAI W08: NO COME MS: NO TOP FEEDc NO BOTTOM DEEM YES PANEL VTOL CONN 20 1 1.08 LOAD N kVA COOLING: TOM 18.94 FEEDER TOTAL OOIN LOAD IN kVA RECEPTACLES: 1.08 0.22 17.64 WHIM EQUIPMENT: HEATING: COOLMIG: TOW: FEEDER EOM LOAD 18.94 18.99 WA 52.8 AMPERES - 0.13 MUM 11111 013 1.111.11 - 033 11111111111 111113.30 M_ -13.30 =MI NM MIMI= MIN MEM. - - -- - - -- 7.54 0.22 3.16 1.83 0.97 0.10 0.36 0.54 0.18 SASCO ELECTRIC CO., INC. 6.94 LARGEST MOTOR MOTOR PHASE 3 OCT 3 5 7 1 11 13 15 17 19 21 23 25 27 29 31 33 36 37 39 4 2 4 6 B 10 12 14 16 18 20 22 24 26 30 32 34 36 40 42 • 013 013 13.30 13.30 13.30 20 0.97 20 0.10 20 20 lin MI MI 11! MEM rit MOM 2 INN ACU Ei -1 OH-1 SPARE SPAN VOCE SPACE SPACE `SPACE VOCE SPACE SPICE SPACE SPACE PANEL L1P2 LOBES LOOTING ORE= LIGHTING WENOR OOHING, CANOPY SP'ME SPARE SPNIE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPAS= SPACE PACE SPACE REMARKS: WA A B C A B C A B C A S C A B C A S C A B C A 100 B C A B A B B C A B C C C WA 7.30 8.08 356 MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - CONSTRUCTION DOCUMENTS • APRIL 25, 2003 PANEL L1P4 NOM VOLTS: P1M�: MIS TM &LC.: PM,. MIN FOAL TYPE: Ww woe ONLY: NW. Off SR: PLUM MD SURFACE MID: ONO BSS: ISOLATED OM 2005 NEUTRAL: W-11*! WOS: NO DOME LU9S: NO TOP PEED: NO BOTTOM FEE YES PANEL TOOL COIN LOAD N WA RECEPTACLES: 1.08 UGHIINC: 3.12 EQUIPMENT: 77.13 HEATING: NO NO YES YES NO TOTAL: 82.13 FEEDER 'IOTA. CONN WAD N MR RECEPTACLES: 1.08 3.12 77.93 EQUIPOISE : H ARNG: COOLNG: TOTAL: 82.13 FEEDER DO W4D LOAD 82.91 KR 99.9 A PERFS JOB NUMBER: 69537 DATE: al25lo3 DESIGNED: E. SPRINGFIELD CHECKED: K. LAVE DRAWN: E. SPRINGFIELD DRAWING FILE: MOO-LOBBY OWNER APPROVAL: REVISIONS )(; 4/25/03 CO KINK 4/11/03 COORMINAL ION I K 3/14/03 00 *I.( 1/31/03 ID NNW N0: ONE OP.MCOMMOIR NO: OWL O KSII N01k PANEL SCHEDULES o LOBBY FA: DATE: pEICIMVIMOIR E800 M•,Y r Ti W Dralalyltsa iloolledwor attars Ikeither Lsatp Walla 91 Industrial Btdp Fluorescent Fixture` 4', white mewl trash, airs guaed. Uthonia C 232 277 OEB ' 0CUN (WIREOUARD) 0)-F032 18 ' 62 CA1 Calling meowed compact fluorescent daylight for use vdh (1) 32 wait triple tube sIde mount Tamp. Fkture shall hare mete clear atrsk reflector, a nominal r aperture and 61 depth Fixture stal be suitable Igor outdoor damp location use. Fbctum shall have an integral 277 volt ballast 'Kurt Verson 821 32W 8C (1) PL -T 32W136t4P 33 EM Emergency IgP flxtum with (7) 50w MR16 lamps. Lamps are concealed unless there Is a power outage. F kttre couwr pate shall be petted to match the perforded metal panel ceiling Concaalils 350.277V -CF Q) 50N MR16 107 I-. Ceiling surface mount metal halide adustable downlight br use with (1) 70 watt Par 38 connected cobr metal halide flood I. Fixture shell have unbersal bckabls adustablIy and a silver paid Allah Fixture shall be mounted to a surface mounted box cover and her an integral Mar glass spread lens. Fixture shall hate an irtegni ballast Edson Price N 38MH 70 277 OBM Slifer L1138 (I) COM70/PAR3W FL/31030 degree 88 ' HC Ceiling surface mount metal halide *alib/ash drvvltligtit for use vrith (1) 70 vvett Par 38 corrected cdor metal halide food lamp. Fxture shall here unhrersal lockable adjudabIIty and a slyer paint Irish. Fkture shall be moulted to a surface mounted box cover and We a welbvash glass spread lens and kick reflector. Fxture shall hare an integral ballast. Edson Price N 3914H 70 277 0BM Sitar WWII (I) COM70/PAR38t F L13Kr 30 dsgrle 89 LA Surface mount linear lowwtage striraght for use with 10 vmtt xenon rigid fisted bop lamps Y on center. Fixture shall ham a cortinuous thermoplastic housing Provide remote 24 volt electronic transformers as required. Radiant - LB 2410F 10 watt 24 volt xenon 11 XHC Flush recessed metal halide uptight for use wth (1) 39 watt T-6 metal halide corrected cdor lamp. F kture shall here a die-cast aluminum housing, lox Idng 20 degree vertical aclustmert and a tempered clear gless lens. Fixture shall have flood distribution and an integral Inear spread lens. Fbcture shall have a stainless steel faceplate and be equipped with a temperature reducing cod kit. Fixture shall have an lnldval hellos• Louis Poulson P haro 1 /39W/CM N/ B 012 277v, 38 flood, Inear spread len% cool kit (1) CDM 35/Ttt1830 44 XHC1 Flush recessed metal halide uptight Or use wth (1) 39 watt T-8 metal halide corrected cdor lamp. F kttre shall hate a die - cast aluminum housing. locldng 20 degree vertical adjustment and a tempered clear glass len % Fixture shell halo flood distribution and an integral Inear spread lens. Fixture stall have a stainless steel faceplate and be equipped with a temperature reducing cod kit. Fixture shall have an irtearal ballast. Louis Poulson P hero 1139W/CM Hr76 012 277v, 38 flood, Ineer spread lens, cool kit (1) CDM 35/761830 44 , NM Ore mount metal halide pathligM for use with (1) 39 vat T-8 metal halide corrected cdor lamp. Fkture shall have de cast aluminum housing, a clear borosilic ate foC using lens and a silver paint finish. Fixture shall ham 180 degree asymmetric light dstrbution. Fixture shall have an integral ballast. Begs 8730 896+1 si rsr (I) CDM 35/'B1830 44 X1 LED Emergency Exit Sign universal mount Uthonia LOM 8 W 3 0 1201277 IN LED 1.5 LIGHTING CONTROL SCHEDULE - RELAY CABINET Type NOINTMOk RELAY NUMBER IAAD CONTROLLED --DACE CONTROLS RELAY CONTROL DEVICE LOCATION PANEL MOT DESCRIPTION 1 L1P4 10 EXTFAIOR PHOTO CELL LOBBY EU:CTRICAL CLOSET I L1 P4 12 oiwmOR pogo CELL LOBBY EUXTRICM. CLOSET a _ 13 09.0 1157.0 4 20 _ 1320.0 047.0 7S Wff THIS PANEL 10 BE CONTROLLED BY BULDNG PHOTO OELL THIS PANEL YY BE SUBSWUIED WITH A UGHTNG CONTACTOR WITH (2) SETS OF CONTACTS Location (fborkoomno.) - - Occupancy Description glow ed Kitts per ft ' Area in ft Albw ed x Area Watts %posed LOIIOY 1.20 3665.0 4390.0 434.0 MECHANICAL ROOM 0. SO 255.0 204.0 99.0 ANC' He 4 09.0 356.0 VALKVAYS AND CANOPY NC 13 09.0 Alteration Exceptions (check appropriate box) ❑ No changes are being mode to the lighting Less than 60% of the fixtures are new , and installed lighting w allege is nd being increased ...1,., - ' d* i a"11.6 . v v """".` r"" "'dust au tortures. nor exert t eantria. not exception aria nave wamurix vrenrc Location ltborkoomno.1 Fixture Description Number of Fixtures Wats/ Facture Watts %posed cwt •t 7 62.0 434.0 AHC CAI 3 33.0 99.0 ANC' He 4 09.0 356.0 VALKVAYS AND CANOPY NC 13 09.0 1157.0 LA 20 66.0 1320.0 047.0 7S Wff Total Roposed Mitts may not exceed Total Alow ed Watts for kderior Total Proposed Mitts" 3366.0 Location Description Mowed Watts per ft or per If Area in ftt (or If for perimeter) Mow ed Watts x ff (or x If) Covered Parking (standardpaint) cwt 0.2 V'llft 33.0 99.0 Covered Fbrkng (reflective a painp AHC 0.3 Vlr9ft 44.0 300.0 Open Parlong ANC' 0.2 WO 44.0 00.0 Outdoor Areas VALKVAYS AND CANOPY 0.2M >s 6750.0 1350.0 Bldg. (by facade) 025 WIft2 Bldg. (by peril 047.0 7S Wff Note: for budding exterior, choose ether the facade area or the perimeter mrethod, but not both) Total Alowed Watts 1350.0 . Location Fixture Description Number of Fixtures Watts/ Fixture Wafts %posed cwt 3 33.0 99.0 AHC 7 44.0 300.0 ANC' 2 44.0 00.0 mew 0 44.0 352.0 Total Proposed Watts may not exceed Total Alow ed Watts for Exterior Total %posed VMltts 047.0 SASCO 18815 139th AVE NE WOODINVILLE, WA 98072 PHONE (425)806-8400 FAX (425)806-9797 trot Irorca ow mac! oho NM d, OIN MAIM addle. IMIO aMOUaMrr SOU NOT OE WNW 11M.100111 r OR MAO TO Air TIMID /MR. NOR • L I wet wow OK 1WN I trlWrrTleit lean, a s 0a M�� nbbj MUSEUM OF FLIGHT EXPANSION Seattle, Washington LOBBY ADDITION - tON3TRUCTION DOCUMENTS - APRIL 25, 2003 JOB NUMBER: 09537 DATE: 04/25/03 DESIGNED: E. SPRINGFIELD CHECKED: K. LANE DRAWN: E. SPRINGFIELD DRAWING FILE: MI-LOBBY OWNER APPROVAL: REVISIONS 4/25/03 CO Mut 4/11/03 c00ROTIMIITIOh a0ut 3/143 00 ISM 1/11/0.1 !o 60Ut ND: DIAL tRl 110 I� litlfi. )llfrlrll.1r •N MI Project Ist. Roject Address MIODUM 0I r LIOMT - mew AOOITBBN ■100••••■•. SOOTTO. VASINNSTON Appkicant Nome: saSco Applicant Address: P.O. .Ox OHHT. SEATTLE. VA 001244/67 Appicant Hurons: least cee441e Orb 4/25/2003 For Guiding Department Use Project Description 0 New Bing RI Addition ❑ Alsration ❑Plants 1nckJded Refer to WSEC Section 1513 for controls and commissioning requirement Compliance Option 0 Prescriptwe 4) Lighting Fewer Allow once 0 Systems Analysis 0 pear (See Qualification Checkist (over). indicate Rescriptire &LFIlk spaces clearly on plans.) • Maximum Allowed Lithtinft W late ierP " From Table 15-1 (over) - document al exceptions on formLTG -LA4 Notes: 1. Use manufacturer's bated maximum input w stage. For hard -w red ballasts only, the defaut table in the NIA Technical Reference Manual may also be used rrr..s...,s exit lights unless less than 5 watts per facture. Max um Allowed Lighting Wattage (Exterior) Use mi gr Meted rraxmum input wattage. or t atures with harchw we DalIasts on Proposed Lighting Wattage (FxtcrIor) the defaul table in the NRIM Technical Reference Mbnual my also be used. -Nez• rIQ ONE OElCA11 NM DA KICIOPTIOlt Total Allowed V'.atts LUMINAIRE SCHEDULE 61/ AND LIGHTING SUMMARY LOBBY 4602.0 E801 I ROI ' T. '# / ArM £11111111111111111111111E 0•1•1111111 111111111111111111 MEIN 401111111111111111111111 11111111111111111111111111111111111111111111111111M11111111 ill1111111111111111111111111M1111111111111111111111111111111111 111111111111111111111111111111111 iiIIMMIE11111111 1111.111111111111111111111111111111111111111111.1111111111111 MIMI= MEM MMIMIIMIIIIIINII 11a11111111 • r1.1114 1111111111111 1111111111M 11111111111111111•1 I I Ell mom it immuommimmlum �I��I����I�11� ■�I� ■II��i► �/1i�1�� ■�1��I� ■�I��11�11\ nbbj a Illid M Balmily AwwrTM�� F A; ift A1A111 Wan lainpANNisla -ft MUSEUM OF FLIGHT EXPANSION s.�., Wahlnalm LOBBY AMON CONON MINE .. man ROOF PLAN PISE Al AR 1" f aaamollProrort a . • .• 11• • • 41 1 d . . . • • • dim IuII I I I I II .11.11EENII MEW IMMO MEEOMIO AMIE =NW MIMI NOM AMOINNI.N Mi. nbbi C Mg Mud Illwasse UMW al CM INOmms UM a kw" NI MN Nab, WA anm ill Oft Adam UN Man OOP OM i ftilla mi lidiglem IMO lailup masa NOW MIMI IL Sulk MOM essiials hullo Oundig INS MI Mom Skul WO 2M Salk %%SNIP " ,04 1 1 .41110P.1.0. 001 1111141011 0 • 4 1 0 .4"/WOOPOININIIIIIMPOOPM"WeNIPIP , OINIMPAINWOMIPPO. 4101 PIIMPPMIMPIMMINDMINIMIWONIPuisarismpoior immumobe.mrsimmuremonor EXISTING AUDITORIUM BASEMENT I BASE1 8267 SF EL +12 MUSEUM OF FLIGHT EXPANSION Salk WishIngion LOBBY ADDITION CONCEPT' DESIGN E=I EXISTING BASEMENT I BASE I 28146 SF EL +12'-5" EXISTING LOBBY BASEMENT NEW LOBBY ADDITION ABOVE I BASE I 4600 SF EL +12'-5" .1.0111.0 mmEIIMAmEle 0111.11111111.1 MOM 111M.M.M. 1111 SR MI= annEIMMA ■MINEMEM OlIMPAMMI.1■111. roMEM POSTING AREA SEPARATIONS BASEMENT FLOOR PLAN 1111 111 11111 INNIS I I I I I I I I I I I I AO r . a 1 .....I�.....n... .... d ELEVATION +17' -9" EXISTI P EXIST1i1G-PHASE Al q d •s • '! . • •• '• ::. '11+: M • 4. II a DUSTING 4 GREAT 18c- SIDE.QALEEFJES. UMW 1 1111'11 it 11 ameI••Ionar 1111111111 � 11111!l111 • • illll!l:il •• lllllilltl . •'• •° Ak, AIL AL, Ail■ AIL Alh. Al■ 1111111111 11'111111 11111 111. 111111111 tmT+'a >w .1•04 IMMO - w.. 0••• r.•MIONnw INN/ ar •■■ , tom^ ..M. ter, S U s' a S ♦' a I' t I I' I. .: rl 11 I Ic • 1 • II I I1 it II - ,I • II . t �' I. • �� I / /I, I' n a • II 11 17 I /f I. 11 " .�J If II / I' I •' I1 i 1 II II I; 11 11! 11 I II 1 1; 1 1 1. P 1 9 1 1 1 1. 4 I 1. I I 1 1 I' I.. 1; 4 1. I. I r 1 I. I. 1• Ii 1 I. ice 1' 1, AtI r !, 1' 1 1 1 1 1 1i 1 .11; I, I I • I I I • I. •I 1 I I I `', a ; I I. 111 1 I s' s I' s•, s 1 . Y *\ C. 31 1' I' I s. /' s a. 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JUUSIMIMOMMI �._ / -- -- �mstar• ma. am MI IN EL' ATION +12' -5" EXISTiNG AUDITORIUM LOBBY ADDITION 4448 SF L +23' -5' nbbj 111kik Alm awl lam Ilidipv NM, 111111104 moms lFifN i, W1� 1111114 Wad Illumwsm UMW al CM MO= 13,1 kag" 31111 MINN Ilmaliesels Sup ANON Dasalliq 111111 Malin OK Sib 3N bilk MIN* • MUSEUM OF FLIGHT EXPANSION Stift Washingion LOWY ADDIT1ON carer DESIGN . .r Ry& MIME . ID NNE • FSTa,00R a�RPuw Al I . 4 ■ • 41.1"4"4 11111101.1 iirPOWNIBMW lig111114 • .1.1 • 11111 I-1'11111 111i ,1111111. Igaiigt .0 1 7, /1 'I 'I L -// I 7 II I I, nbbj MN Mod Ilalathe SINegiml CMI OM Ilk ap"IldleXIN I Nilk arn 111 Nob Mom SW Maw Snip Ow =Iliglai heliare 11/111.11111no Oft MOM . .***.pmwesftemvole. UiWLJ1TW ...wormer, Ike essilmank MOW Capolli MN VW *MN 11114 Ole III ails, MUM 0 MUSEUM OF FLIGHT EXPANSION &sift Walinglion LOBBY ADOMON CONCEPT DESIGN - 1,4,0.111110". • AM • MIMS 1111•111111111mo amontinft■N MIR ab MEZZANINE FLOOR RAN 401.414 . 1214 . 01 . 11 ftle f ..... 0.011111 . 11 1 011 11.1.0.0.0.11.11.1.1 ••omppmpusNMOP.RMIIIIIIMPMISNIMWIOPMMIPMP EXISTING 2—HOUR SEPARATION MEZZANINE OVER SIDE GALLERY 4807 SF Sim Hwy-, .411. A IL 446. Al■ AIL AIIIL 446111. .416, le'111111111% 1111111111111.1 ffffff ffff ff 1111111101111•11•111111=11111N1111.11111111111111111111111111■111•111111•111■111111111/ nbtil 111 Om. Min Slut lam Snip Imp 111101141. INN 01111__2114111111 1111/ IN NNW IL Fat memo Mk MOM Mei IIIrd Owosso Italatio ausimi Rid Oil epos urn 1111 kw" lie XIII Ina. WA NM EXISTING CONTROL TOWER BELOW Ike essiosi Imp ANEW Omm114 UN Wad MO= Slat MI NI Oft MPS EXISTING OFFICES ABOVE SIDE GALLERY I 2ND I 20083 SF MUSEUM OF FLIGHT EXPANSION Soft Washington ILCJOBY mxxnati CONCEPT DESIGN EXISTING LOBBY SECOND FLOOR I 2ND I 3381 SF NEW LOBBY ADDITION BEM are MI6 I !aw MIME 1.1■11.111.1.0 .11Mmi •••••■••=0.1.1%. 41■1=1111•011.■ 10 OM' ••■•••••• •••■■■MMWOM ...1■1=a EXISTING AREA SEPARATIONS • SECOND FLOOR FLOOR PLAN ..,...eiraspionsvoisPomompoossomIle File: D03 -0142 35mm Drawing #1 -2 Inch 1/16 11111112111111111111111311,111111 11111111.111111111111111511111111111111111 6 a Y y 911. b6 E6 Z6 U. 06 I. i' o Ell. Z11. �� � ��� I ����I L HAM � ��� I ����I 9 �������1 �� i iii l iiiiI Z u ii l iiiiI i iii l i iii I J 0 PROPOSED ENCLOSED AREA PROPOSED COMMERCIAL GALLERY (WEST GALLERY) CPT-4 Existing Boeing 2 -Story Concrete Building PROPOSED CPT -3 PEDESTRIAN BRIDGE 0 200 I I Scale in Feet 400 Future Expansion Z III I I III III III I I III III III I I III III I.I L,L III III II:i I I III III III I I III III Inch 11 1/16 1I I I I ) I( I 31 I I ' I I I I I I 41 5I 61 IN£STCOTT 91' ti6 C6 Z 6L L C Z II I °I' I IIIIIIIII 6 I IIIIIIII I 8 I IIIIIIIIIIIIII IIIII I IIIIIIIII 9 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIw� IIIIIIIII SB -5 ® OW -2 Cone Penetration Test (CPT) ® CPT -5 Designation and Approximate Location tA LEGEND Boring Designation and Approximate Location Observation Well Designation and Approximate Location Subsurface Profile Designation and Approximate Location NOTES 1. Figure based on electronic file provided by Bush, Roed & Hitchings, Inc. entitled "2001047.dwg ". 2. Hangars A and B to be relocated to Lots 13 and 14, approximately 1/3 mile north of this site (refer to geotechnical report titled "Museum of Flight Expansion, Hangar Relocation, Tukwila, Washington ", dated 6 -2001. October 2001 Museum of Flight Expansion Tukwila, Washington SITE AND EXPLORATION PLAN 21 -1- 09383 -001 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 2 0 T. 20 -20 _ _ co O -40 co E *o 2 a a -60 -80 - 100 -120 40 A CPT -5 Offset = 33 Ft N. (1s1) 200 04-24 -2001 B -5 Offset = 47 Ft N. Very loose to medium dense, intermixed silty, fine SAND and fine sandy SILT; scattered seams of soft, clayey silt; moist to wet; (Fill) Interbedded, loose to medium dense, slightly silty, fine to medium SAND, fine sandy SILT and soft, clayey SILT; we abundant organics; (Lacustrine and Alluvium) 04 20.2001 I, ? Very soft, clayey SILT, trace of fine sand; wet; ( Lacustrine) Very loose to medium dense, silty, fine SAND; wet; abundant shell fragments; (Estuarine) 0 Approximate Location of Existing Boeing 2-Story Concrete Building B -2 Offset = 73 Ft S. I I 111 I I I I I I 1 32 04- 252001 35 100 B -6 Offset = 86 Ft N. li 42 ...t 29 1 I ? 04 2&2001 • 11 _� 3 Loose to medium dense, 112 clean to silty, fine to medium SAND with some dense 114 zones; wet; (Alluvium) 112 132 ? 1 31 ?— CPT-3 Offset = 29 Ft S. Medium dense to very dense, trace silty to silty, fine to medium SAND, trace of gravel; wet; abundant shell fragments; (Estuarine) I 0 200 a► (�1 04-23-2001 200 0 20 Horizontal Scale in Feet Vertical Scale in Feet Vertical Exaggeration = 5x Inch 1/16 Since VESTCOTT Approximate Limits CPT -2 of Red Barn Offset =185 Ft N. Dense, slightly silty to silty SAND, trace of gravel; moist; (Fill) ? ? J 200 cil ( 04-24-2001 40 Loose, slightly silty to silty, fine SAND; wet; (Alluvium) Loose to medium dense, slightly silty to silty, fine SAND, wet; (Alluvium) Soft to medium stiff, clayey SILT; wet; (Lacustrine) Soft to very soft, clayey SILT, trace of fine sand; wet; ( Lacustrine) Loose to medium dense, silty, fine to medium SAND; wet; abundant shell fragments; (Estuarine) i ili li i.li ili ili i ili ill iii � i �; � � I 3 I � i �i � � ili 4 I �I i � ili � i i i �I� � 9. bl £6 ZI. 6 06 L i Z I. W I I III I�IIIIII I II IIIIIII IIilIIiIIIIIIliII II III IIIIIIIIIIIliiiiI IIII1IIIII II I IliiiiI1111111 III IIII�IIIII IIII�IIIIIIIII�IIIII IIII�Ilfll ll B -1 Offset = 0 Ft 0424.2001 A' 0 -20 -40 -60 -80 20 -120 40 04- 252001 - CPT -3 -- Offset = 29 Ft N. B -1 Offset = 86 Ft S. LEGEND Boring Designation Offset from Profile with Direction 30 Standard Penetration Resistance in Blows/Foot I 50/4 . - Standard Penetration Resistance in Blows/Inches Driven Osterberg Tube Sample Approximate Groundwater Level at Time of Drilling ---- Approximate Groundwater Table Based on Explorations ? ? - Approximate Geologic Contact Approximate Contact of Bearing Layer UCCS Designation (See Appendix A Figure A -1) Bottom of Boring Date Completed Cone Penetration Test (CPT) Designation Offset from Profile with Direction Approximate Geologic Contact Approximate Contact of Bearing Layer I I Bottom of CPT 200 qt(t - Corrected Cone Bearing 04-23.2001 Date Completed NOTE This subsurface profile is generalized from materials observed in soil borings and inferred from cone penetration tests. Variations may -100 exist between profile and actual conditions. Museum of Flight Expansion Tukwila, Washington GENERALIZED SUBSURFACE PROFILE A -A' October 2001 21 -1- 09383 -001 • SHANNON GGeotethnil and E v Environmental l C oonnsltta I s FIG. 3 File: D03 -0142 35mm Drawing #3 I I I i I t l I I II . I I 1 1 1 1 1 1 1 1 I I I . . l I I t J I . I I I J I I I I I I H 1 1 4 1 . 1 1 1 1 III II'i �11 111 111 111 I1 111 11� Inch 1/16 3 4I ( 5I I I 6 I 5 l• t7 l E$ Z 6 6 I. 0 1 6 9 L 9 9 b E Z I• w z II III I1IIIIIIIII1IIIIIIIII�IIIIIIIiI�IIIIIIIII�IIIIIIIil�lllllllll�lllllllll�lllllllll�lll Figure 1. Non—Destructive Pavement Test Point Layout. Vuseum of Flight Expansion Project. Drawing Date: 21 May 2001 Building 9 -04 0 010 011 012 013 026 033 0 027 034 046 0 035 02 029 036 047 03 0 21030 037 0 4 022 0 31 038 048 05 023032 039 0 6 0 24 040 049 07 025 0 0 050 042 0 051 014 018 019 020 015 016 017 044 045 052 e64 0 070 053 054 055 0 East N 065 059 0 71 0 75 060 061 e63 066 067 072 073 e62 074 057 068 069 arginal hay I I,I I,I I I ,I I I I I, I,I ,, I,I , � -,I I ; L L,I I,I i,'I 1 1 1,1 1,1 1,1 1 1 1 ,1 I, 11 �� I �� �� 1 �� II I I II I!� 1 3� i�� I ��� i Ill 4I 5I I Inch 1/16 • N Since 11172 v" VESTCOTT" 5L b6 E6 Z6 LL 06 � E Z L W� Il lililillllllillllllllllllllii IIIiIll llllllllllllllllllillll6 llllllllll8 l lllllllllL lllll IIIII IIIIIIIIII IIIIIIIIIIIIillllllllllllllllllllllllllll 076 077 083 082 08D 081 078 0 7 Random points token in fenced -off area. /----- (approximate location) 50 100 200 PAVEMENT CONSULTANTS INC. File: D03 -0142 35mm Drawing #4 -6 I III I I I I I1I II1 1 I I1I III II III Inch I I III ) l l I1I 1/161 III 1I III I I I I III III I Ll III I II I I 3 J 1 I ' H I I � ' 4I 5 IIIII1I 6 WESTCOTT Since i872" 9L I £6 ZI 66 8 L 9 9 £ Z 6 W IIIIIII�IIIIIIIII 06 6 IIIIIIIII�IIIIIIIII�IIIIIIIII�iiij ji,i�piii ijii�iiii illl�jiii IIIIIIIIiIIillllilil1111 l 1111illlllliillllliilll 1111i fil RAM RAM Steel v7.2 Skilling Ward Magnusson Barkshire Inc. DataBase: Flight Entry -2 Building Code: UBC2 Floor Type: Roof -new EB U) N X 0 N' 35. k 7 0 Y W27x84 c J QQ \. 1kN10x121k (0 N- =1/2" 110V10x121k N 74. 0 4- O) 1k0/10x121k 'k x 'S 27k O Y 0 N 1kOx1E1k 1k:10x15. :1k 1k:10x15. :1k 1k:10x15. :1k - 1k10x15.:2k E2 Floor Map I I I1I I I I I I I I I1I I1I I1I I I I1I I1I Ili I I I1I I1I I1I I .1. 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I I I III III III I I ICI III Inch 1 1 I I I : I + I I I I I I I I I I I I I 4I 5I 6 sTC�® • 0, 96 b6 £I. ZI• 6l 06 6 8 L 9 9 ti £ Z I. wO II IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIilllll�llillllll�illll • y RECEIVED CITY OF TUKWILA ,'o PERMIT CENTER EX CHECK ROOM EX LOBBY AUDITORIUM 2469 SF EX WOME GIFT SHOP 2625 SF 1846 SF PERMIT CENTER 0 MECHANICAL SPACE ABOVE NEW EXIT ENCLOSURE \ ROOF EDGE ABOVE \ \ HORIZONTAL FOLDING GLASS HANGAR DOOR ADMISSIONS DESK CANOPY ABOVE ENTRY DOORS PHASE Al LOBBY EXPANSION - FIRST FLOOR PLAN SCALE: 1/16' = 1' -0' LOBBY 4000 SF \ \ \ FUTURE SIGNAGE /DIRECTORY WALL IN PHASE A2 TI i� IT - T =O PARTIAL HEIGHT SECURITY PARTITION �p AREA SEP. ROIL DOWN TO REMAIN DOOR ROLL DON DOOR TO REGIaN I EXIT PATH? I r I AREA SEP. DOT PATH? I11 I I 1 1 I ►II III 111 I I I 1 I1I I1I IIi I I III I.iI I . I . 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