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HomeMy WebLinkAboutPermit D04-402 - CENDANT CAR RENTAL GROUP - TENANT IMPROVEMENTCENDANT CAR RENTAL 15820 TUKWILA INTERNATIONAL BL D04 -402 Zg ui re 2 6 U U 0; CO 0 1 CO ". 0 LL <: to _ ?�. Z I: W al oN 1 W▪ W • o wZ ▪ =; 0 z Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No..: D04 -402 Occupant /Tenant: CENDANT CAR RENTAL GROUP, INC. Building Address: 15820 TUKWILA INTERNATIONAL BL Parcel No.: 2223049001 Property Owner: STERLING REALTY ORGANIZATION PO BOX 91723 , BELLEVUE WA 98009 Use: OFFICE Occupancy Group /Division: B, S -1 Type of Construction: III CERTIFICATE OF OCCUPANCY Automatic Sprinkler System: Provided: Y Required: Y 205 7�.4d- za27 DATE Steven M Mullet, Mayor Steve Lancaster, Director THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES z z re w ss�� � J U 00 • 0 w = J I- w 0 ▪ Q w = d w I— O Z F— U � O N • I-- w W 0 ii Z 0 0 ~ z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 2223049001 Permit Number: D04-402 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Issue Date: 04/28/2005 Suite No: Permit Expires On: 10/25/2005 Tenant: Name: CENDANT CAR RENTAL GROUP, INC. Address: 15820 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: STERLING REALTY ORGANIZATION Address: PO BOX 91723, BELLEVUE WA Contact Person: Name: CHANDLER EASON Address: 1555 BAYSHORE HY, #300, BURLINGAME CA Contractor: Name: CHINN CONSTRUCTION LLC Address: P.O. BOX 2137, REDMOND, WA Contractor License No: CHINNCL000DS City ot Tukwila DEVELOPMENT PERMIT Phone: Phone: 650 692 -9911 Phone: Expiration Date:03 /05/2006 Steven M. Mullet, Mayor Steve Lancaster, Director DESCRIPTION OF WORK: TENANT IMPROVEMENTS TO ADMINISTRATION AND MAINTENANCE BUILDING TO INCLUDE INTERIOR DEMOLITION, NEW WALLS, DOORS, WINDOWS AND CEILINGS; NEW CONCRETE SLAB AND STRUCTURAL WORK. Value of Construction: 1,202,355.00 Fees Collected: $12,783.22 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: III Occupancy per IBC: 13 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: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: IBC - Permit N N Private: D04 -402 Public: Non - Profit: N Public: Printed: 04 -28 -2005 Permit Center Authorized Signature: Print Name: doc: IBC - Permit City oi 'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Signature: Date: D04 -402 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -402 Issue Date: 04/28/2005 Permit Expires On: 10/25/2005 Date: / /,,2cf US 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 regulati o : . t�y� on or the performance of work. I am authorized to sign and obtain this development permit. E , 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: 04 -28 -2005 2 W re J U 00 U U J =' H U w 0 g a co �w Z = r~O Z ri- • w U � O N D lr W U � ~ O Z U O = ~ z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2223049001 Permit Number: D04-402 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 11/05/2004 Tenant: CENDANT CAR RENTAL GROUP, INC. Issue Date: 04/28/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 14: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in doc: Conditions D04 -402 Printed: 04 -28 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: Masonry construction shall be special inspected. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 21: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 22: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 26: Fire extinguishers for occupancies involving flammable or combustible liquids with depths of less than or equal to 0.25 -inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2) of the International Fire Code. Fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.35 mm) or involving combustible metals shall be selected and placed in accordance with NFPA 10. (IFC 906.3) 27: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 28: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot doc: Conditions D04 -402 Printed: 04 -28 -2005 z w r QQ � JU O 0 co O 1.11 F- U) W W 0 2 ILQ W � = a FW Z = rr ZO W UC) O — O H WW O w 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 29: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 30: ** *MEANS OF EGRESS * ** - IFC Chapter 10 31: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 32: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 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. (IFC Chapter 10) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 36: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 37: Manually operated flush bolts or surface bolts are not permitted. (IFC 1008.1.8.4) 38: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 39: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 40: All new srpinkler sysetms 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 recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 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 #1900 - NFPA 72 43: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of doc: Conditions 004 -402 Printed: 04 -28 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Americans With Disabilities' Act, Chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 44: 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 #2051) (IFC 104.2) 45: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: ** *ELECTRICAL * ** - IFC - NFPA 70 - NEC 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: ** *BUILDING CONSTRUCTION * ** - IFC - IBC 50: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 51: 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. 52: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** 004 -402 Printed: 04 -28 -2005 ,•• , • d•7itik..yti:YY 'i`I..is4 n'v.:»:�.4k}> w'u:�KL.L1`L4idCJ.:'+JS z x ce 00 J w w 2 < co = I— Ili Z = I— O Z • w U 0 O N • I-- w O id 0~ z doc: Conditions City of Tukwila The granting of this permit does not presume to give authority to violate or regulating construction or the performance of work. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them governing this work will be complied with, whether specified herein or not. D04 -402 as outlined. All provisions cancel the provision of any Print Name: 1 Date: of law and ordinances other work or local laws Printed: 04 -28 -2005 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 15820 Tukwila International. Boulevard Site Address: • • ... •• .. • . Tenon! Name: Cendant Car RentaF'GrduR F Property owners Name; Sterling Realty Mailing Addresses Box 91723 Name: Chandler Eason, Blunk Demattei Associates Mailing Address; 1555 Bays hore ceason3@bdaarch :cons• E -Mail Address: Company Name: Chinn Construction, LLC Mailing Address . PO Box 2137 Contact Person: Kevin Chinn 11-Mail Address; Company Name: Blunk Demattei.Associates : :..:;: • Mailing Address : 1555 Bayshore Hwy., ##300 Contact Person: Chandler Eason d }emu sprEizstiot 0400..0 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 ** Contact Person Rick Wyble &Mail Address;rwyble @ctengirie iirig.com 221304-9M-02, 222304- 9015 -07, King Co Assessor's Tax No.:7) nn_onni 292'ne pity 01 Suite Number:. Floor: Bellevue City F.- Mail Address ceason3 @bdaarch.com • New Tenant: II yes WA .No. • 98009 -1723 Day Telephone: 650 692 - 9 6.11:. : .... . Burlingame .......,.. • • Fax Number; 65076920181:.:. Redmond WA 98073 -2137 City 425 - 898 -1688 Day Telephone: Fax N um b er: 425 - 898 -0885 Contractor RcgistrationNumbet: Expiration Date: * *An original or notarized•cgpy of current Washington State Contractor License must be presented at the time of permit issuance** Pasco 1 Burlingarn.�,, • CP: g4Il1n. . City Day Telephone; 650 -692 - 991 1 z�� Fax Number: 650 -692 -0181 En ine Company Naunc; CT .. 9.. ql'a n • . 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Valuation of Project (contractor's bid price); $ 11 11-9 0 00 — Existing Building Valuation: S 3,652,300 Scope of Work Tenant improvements to Administration and Maintenance Buildings (building (please provide detailed information); interior demolition, new walls, doors, windows and ceilings; new concrete slab structural work.) Will there be new rack storage? .0 • .. ; Yea III -No If"yes", see Handout No. for requirements. • ?CANNING DIVISION; FIRE PROTECTION/HAZARDOUS MATERIAI„S; `Atipliottkotpazoia oppiwstios (1404) • . ••• . • .•••••••••••:•••••••••• de:.A111.B.4•ildla •• •••saii. S. .:s1 F60;11" .i.41.0 *Note: Existing bowling alley is 30,008 sq. ft. and existing theater concessions building is 16,515 sq. ft.; 46,523 sq. ft. total. NA Single building footprint (area of tbs foundados *fall stTuctures, plus any decks over 111 inches and ovabaags voter than la inc.bos) *For an Accessory dwelling, provide the following: Lot Area (sq ft): NA Floor area of principal dwelling: Floor area for accessory dweilling: • • *Provide documentation that shows that tbe ptincipal owner lives in one of the dwellings as bis or her primary residence, • x: Number *r Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change louse? Yes 0 ..No If "yes", explain: —other (specify) _ 111-Sprinklers •-Automatic Fire Alarm D-None Will there be storage or use of flammable, combustible or hazardous materials in the building? 111-Ys 0 -14_, If "yes", attach list of Inaterials and storage locations on a separate 8-1i2 x 11 paper indicating quantities and 1binterial Safety Data ads. Pao 2 • < • _17,, re W 2 0 to U) LLJ L1.1 —J C 11- w 0 IL. a I w z • 0 z ui • (;) O D O F- W uj w z • 0 :— IL 3 to 0 O 1- z Scope of Work (please provide detailed information): Tenant improvements to, Administration and Maintenance Buildin9sSbuilding interior demolition, new walls, doors, windows and ceilings; new concrete slab, plumbing, HVAC and structural work.) ❑ ...Total Cut ❑ _Total Fill .. : J ' .: ••:: •.i o Pttblfc:lhi;lukiSa:#!'ori xnsliiin0 >4tk` Viliutstegauepedstah epplatift (7.2004) Water ► Istria d...Tukwila •... Water District #125 ❑ ...Water Availability Provided ❑ ...Sanitary Side Sewer 0 ...Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 ...Curb Cut ❑..,frontage Improvements 0.,.Pavement Cut ❑ ...Traffic Control 0 ...Loped Fire Litre; 0...Backflow Prevention- Fire Protection " Irrigation • >• Domestic Water •• ❑...Pettnanent Water Motet Size ... '• • Woit O ... Temporary Watet Meter Slxd • ` .. WO# p ... Water Only Meter Size • • woo 0...Serer Main Extension .............Public Private • .... ❑...Water Main Extension Public Private Call before you Dig: 1 4O0- 424 -5S5S ewer District Q ...Tukwila 0 ... Va 1Vue 0... Renton 0... Seattle ❑...Sewer Use Certificate 0... Sewer Availability Provldcd ❑... Approved Septic Plans Provided ❑... Septic System- For mite septk system, provide 2 copies of a current septic design approval by King County Health Department. $rbtnitted with Applcatioa (mark bores width apply): ❑...Civil Plans (Maalmam Paper Sire - -22" x 34") ❑...Technical lccbrcnatk4n Report (Storm Drainage) ... Bond ❑... Insurance 0 ...Easement(s) Proposed Activities (pork boxes that apply); ❑ .,.Right-of -way Use- Nonprofit for less than 72 hours ❑ ... Right•of -way Use -No Disturbance ❑ .,.0 onstrue•tsonlExcavattion Fill - Right -way Non Right -of- way ,,, cubic yards O... Work in Flood Zone cubic yards 0... Steam Drainage FINANCE INFORMATION Fire Line Size at Property U13e 0,.. Water 0 ...Sewer Niontbly Service Billing to, Page 3 0... Aighline Renton D... Geotecbnicsl Report CI ... Maintenance Agreements) ❑ ...Hold Harmless ❑... Right-of -way Use - Profit for less than 72 hours ©... Right-of- -way Use— Potential Disturrbtwoe Q ...Grease Interceptor ❑ ...C1taamelizaatiou 0 ...Trench Excavation 0 ...Utility Undergrounding ...Deduct Water Meter Size..,.., 0 ...TraMc impact Analysis z = w Ce J U UO U � CO J • LL w 0 cL < I— w z I— 0 Z I— U � O — O I— w W IL O Ii z U N O • ~ z '.r 1.NF.O: TION :206431�367 { }.: MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E-Mail Address: Residential: Commercial: PENALTY OF P BUILDING 0 Signature: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the tinny of permit issuance** Valuation of Project (contractor's bid price): $ Scope ofwork (please provide detailed information): • • New —..)0 Replacement ❑ 'New .... ❑ `: Replacement ❑ fuel Type: Electric ❑ Gas ❑. Other: Indicate type of mechanical work being installed and the quantity below: Furnacc<140K 811J Furnao100K BTU Floor Furnace Seapeeded/ W ail/F'luor Mounted Hester. •. : Ur ••• ••• Heat/Reftig/Cooling. • System Mr Handling 'Unit <10,000 CEM Ventilation System Hood: Incinerator- Domestic Incinerator -Command . Fire Damper - Mty Air Handling trait >10,000 Cflvt Diffuser Thermostat. Wood/Gas Stave. Water Hurter Emergency ... (aerator • 1 Other Mechanical Equipment 0 - HP /100,000 BTU 3-15 HP /500,000 BTU 15 -30 HP /1,000,000 BTU 30.50 HP/1,750,000 BTU :5 11P/1,730/4 B3C:. ;::. ;ca. �lca': Value of Construction - In 311 cases, a value of construction amount should be enteral by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expirations of Plan Review Applications for which uo permit is issued within 180 days following the date ofapplieatiou shall expire :by by limitation. The Building Official may extend the time for action by the applicant for aperiod not exceeding 184 days upon written request by the applicant u defrost in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER URY Y TIjELAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. (GENT: Print. Name: David Schooler, Sterling Realty Organization Co. M A Date: Appiirarioar Accepted: W C( City Sfat• Day Telephone: Fax Number: P 4 &ea« . ...... . . DIM Application E'xpire.., ;ie'rirttxlx ° " lca;ai Day Teiepaaue: Lb - (Sj I (, .. VOWS► Date: 6110Li Staff. hiitialn: z w re 2 UO U) o J H Q W L¢ rn� = � z = t— i-- w ~ U � O N D I— w w 2 Hr- u_ 3 z W U= O~ z Receipt No.: R05 -01384 Initials: LAW User ID: 1630 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2223049001 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Suite No: Applicant: CENDANT CAR RENTAL GROUP, INC. Payee: CHINN CONSTRUCTION LLC TRANSACTION LIST: Type Method Description doc: Receipt Payment Check 109091 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 58.00 z - W Permit Number: D04 -402 6 o : Status: ISSUED u) 0 Applied Date: 11/05/2004 co W Issue Date: 04/28/2005 -I H CO LL. W 0 . . g J Payment Amount: 58.00 N ? . Payment Date: 09/16/2005 03:23 PM H W Balance: $0.00 z _ H . I— O z F- 2 • p U O N O I- W W - U Amount O 58.00 U O z Total: 58.00 7351 09/20 9 710 TOTAL 58.00 Printed: 09 -16 -2005 z RECEIPT ,� W re 2 Parcel No.: 2223049001 Permit Number: D04-402 -J 0 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED N 0 Suite No: Applied Date: 11/05/2004 w i Applicant: CENDANT CAR RENTAL GROUP, INC. Issue Date: -j1- w 0 . Receipt No.: R05 -00599 Payment Amount: 7,749.18 o Initials: SKS Payment Date: 04/28/2005 03:12 PM H 'Li User ID: 1165 Balance: $0.00 ' z H Payee: TRANSACTION LIST: Type Method Description Amount LL, — Payment Check 108502 7,749.18 w w O Z ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CHINN CONSTRUCTION LLC BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 7,744.68 4.50 Total: 7,749.18 --,.;:29 04/2a ) J,6 TOTAL 10222.56 Printed: 04 -28 -2005 ' F- O Z I- Lu O — D I- w u1 H U ' Parcel No.: Address: Suite No: Applicant: Receipt No.: R04 -01499 Initials: SKS User ID: 1165 Payee: TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 STERLING REALTY ORGANIZATIO CHINN CONSTRUCTION LLC Payment Check 107602 PLAN CHECK - NONRES 000/345.830 RECEIPT 2223049001 15820 TUKWILA INTERNATIONAL BL TUKW Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 5,034.04 Current Pmts 5,034.04 Total: 5,034.04 D04 -402 PENDING 11/05/2004 5,034.04 11/05/2004 03:53 PM $7,749.18 p- .I.:. 09 '77.i.6 TOTAL. 5034 Printed: 11 -05 -2004 Z _ I- II- re 2 O 0 co w -J CO u_ w � u. a = • d Z ▪ = Ii— O Z D p . O N O I- w w H r - IL .. w U= O 1' Z AV /S. C E N DAN T Car Rental Group February 14, 2006 Bob Benedicto City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Cendant Car Rental — Permit #04 -402 15820 Tukwila International Blvd. Tukwila, WA 98188 Mr. Benedicto, Please accept this letter as our acknowledgement of the specific "use" of room 216 at the above referenced project. We fully understand the "use" of room 216 is for document storage and it is only to be used for this sole purpose. In the future, if we so choose to use the room for another specific use, we will submit all necessary plans to the City of Tukwila for approval. We look forward to moving into our new location in the City of Tukwila. Sincerely, C; ndant Car Rental Group Gre City • (T anager 1 Wazn,e,t Cendant Car Rental Group, Inc. 15820 International Boulevard Tukwila, WA 98188 Tel: (206) 431 -8800 10054.1 COMMENTS: Type of I spection: 7 if/-f( 5467(441 od-1 (e -- (4, y e-em Address: / ' T_Y7 Date Called: ) Rod 7 vs 2 i l /1-7;43.) -- i Qz 1 n le - 4I/)p Qv✓{ �- 4 L 5 — ef , p /e fir -- /I 'e c, Date W nted: �, I t I-- I h/.(A17 4 ('014/,' _ ( /-1 Requester: r t ' - -5'G / r 7:47;4 ai4i �' / i` %ivy / Pr 'ect: Type of I spection: Address: / ' T_Y7 Date Called: �- Special Instructions: Date W nted: a.m. Requester: Phone No: 9kO6 - - -5'G / 7 1x: �,'1'`FP Scri,.:�•..� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dd'1- i Z- PERM 20. 431 -3 Approved per applicable codes. Corrections required prior to approval. Date: � , 6 2 d 58.00 REINSPECTION FEE REQyIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,/Suite 100. Call to sechedule reinspection. Receipt No.: Date: P / /y C �'NCr' i9/ ��Gn/�.�1 Type of Inspection: .� 7 41 / . Address: /{20 772 7 3 Date Called: Special Instructions: Date Wanted: _,2 4—v‘ a.m. c' : Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ,lid y- a2 NO. (20•)431 -36 a Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: /14i ,:e t ]/I/ Date: ✓ � � / � U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. [ Receipt No.: • Date: a Z � W = aa J U 00 U D LU J W 1 Li. a UD I I- Z = Z0 w D o U O — O I-- W W H W Z w • = 0~ Z Project: Type of Inspection: / ?2 /L- ).air „e Addr ? D Date Called: Special Instructions: Date Wanted 2 ��� a.i p.m. Requester: Phone No: ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE IT (206)43 1 -3 Corrections required prior to approval. COMMENTS: I f ” L/ —I L/ --le:9l Inspector: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W QQ 2 J U 00 N 0 J � � LL uU ° Q = W H = Z F. W O W • 0 O • D O II-- W W H • 0 . L Z w co 0 Z COMMENTS: . 72/ i , /w( t r,--6' /4, ' 4 54--- r :4-7 $4 4/,,,,,4-7,2- 1. i4 , /1,-, 4 - jr`.09-7 i" 4-0, _ J, 2) Ge.e4 ; Ai 7/.1, i n:e ti, 12_ 1•...d...di 5.,..4:fr,-, , ' ---4,, /14 v 4 z ' 7% 1:47 t-1--922, Pr 11 e...1P, 3) 6 4.,, 6 .6/. ./..- .5 "e4,7 /e 7, 1,.. /-,,:, 5 , , 0 ,-, - 7 4.-/47 Ce.,74.-4 ,..4 .. . 4 1) 3, 3 elc, ( i(t 7.,-2.--, L o., j 4J i t , I Project: i (1 ? Type of Inspection: /XV Address: i5 7-7:6 Date Called: .. _ Special instructions: t , I Date Waited: • - 2 "if J -I' , 69 6 ;.., •• a,m .m. Request r: Phone'No: . .„ INSPECTION RECORD Retain a copy with perm 4 it - 23V-ie/e92 P WINa INSP CTION NO. GUY= TltKWIM BUILDING DIVIIION 4 1, V .4' Approved per applicable codes. Inspector: ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. .'• .1:16 (206)431-36 Corrections required prior to approval. Date Receipt No.: Date: COMMENTS: y ?Ga► / ‘14 l /0 j $—c'/) � / U /:4d /� -i�`( "A°7 /�.y - ,�/ �'"�f��' .- Date Wanted: /4 � � Requester: ‘,: Phone No: ,c. i..4oe? r4 @ _- �' /4A/ / - "!-i& & - .+, % % rwo 1 4 -, . a /4-,..cc., t-.4.,/, 1i Ziiko d /) olotd4 7)-, icw/xikez lF Ay_ 60-4 4.i , //( J Project: � Type of Inspection: / !X7 / - l Add Js2' 7 2 3 ss: . Date Called: � Sp ecial Instructions: Date Wanted: � � a.m . P.m. Requester: ‘,: 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. Inspector: Corrections required prior to approval. $58.034t INSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: I PER (20 431 -3670 Receipt No.: Date: 4 ,00A Z Z W 6 J U U CO CI w= � w 2 gQ co I � Z � W O • W U O - O 1- W W I L I Z LLi U= O z Project: ... Type of Inspection: Addre ssk5--H "rj.:23 Date Ca led: \\,... Special Instructions: Date Wanted: a.m. Requester: Phone No: IP PE , 3 INS CTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 21 ,.... Approved per applicable codes. ' COMMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 4/ .114a 4:1 r - r--1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to sechedule reinspection. Receipt No.: Date: (206)4 1-3670 = z 00 co 1.1.1 W CO Li_ w 0 2 g 7-1 ct. < c0 I u z 0 z LIJ 0 c o 0 — I LLJZ o ±- o COMMENTS: f Type of Inspection: s Address: /s"3 41/ /,3e., )4--, .5,- 6 , '4-- Special Instructions: D�te Wanted:,- . ' "T =_. �'a,m,, Requester: . Phone No:? (7'. / 1‘./c' C 440..e..e.4-,-, e r..„0-0._c e 46?-- p4,41 ..e.....e, c o-, 7 itieop-i— "710/1 " (..1 / i t e l 14 % r i CR, I .: :. I Project: Type of Inspection: s Address: /s"3 Date Ca1lecl 1 z Special Instructions: D�te Wanted:,- . ' "T =_. �'a,m,, Requester: . Phone No:? (7'. / 1‘./c' • a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit t r t 20•)431 -36 Corrections required prior to}pproval. nspectof: Date: / ri $58.. i REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: . S't e ,::2A , / L e 7 17 1 , - - — i31). ,-7-7 0 7 0 / j ; 05 Avf-) )/ .v 4 7" /.:2. --). /- 0 5- -.. AtJ-,i (/) ...,c9„,/,-4 / ()cry t/ t /'r / a $ ,4 - /,H / 7,u, /cf f , 5-Ar'c /'9 / ;'4 �/ J / ,-r,z, $ /`j .S - /'f (' / , /1,Sv,Jx9 ry 7. - .s' .�P( / / �e 4'ef- Date Wanted: !0. - r - aS a.m. p.m. Requester: . Pr&(/4/ jct: / ?F /t'l / Type of Inspection: ...3 / .2,0 0 , ,�� / _� .v s Pi:' / Address: /5U) 7 z//' -.. AtJ-,i Date Called: / a ,- Z 2 _ I) Special Instructions: Date Wanted: !0. - r - aS a.m. p.m. Requester: . Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southc4nter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. nspec $ 8.00 REINSPECTIO at 6300 Southcent elpt No.: INSPECTION RECORD Retain a copy with permit Date: 2--- 2.7—Q< . . / G FEE REQUIRED/ Prior to inspection, fee must be r Blvd., Suite 100. Call to sechedule reinspection. !Date: (206)431 -36 0 z W 6 U O 0 CO W J W O u_ � � Z = I•- W 0 uj O N O I-- W W H� l!! co 1= COMMENTS: p il 'Type of Inspection: . -T.: .6 A k (10/ Lo v 1,..< 4J/'IV A/Aix(' eFt ,..2-/ (. 0 h41 /5 - e / Special Instructions: 1 1 Date Wanted: .. ..„. Requester: if) C- 61&(/ Phone No: , . . / ,..,./ -■,, Prq ( 4A(1/1.14, 'Type of Inspection: . Aeess: liT41-gi Date Calle . Special Instructions: Date Wanted: Requester: if) C- 61&(/ Phone No: 3- 4 INSP NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Ei Approved per applicable codes. ctor 0 REINSPECI4ON FEE REQUIRED. Ppfor to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. No.: 41,4404444 Corrections required prior to approval. Date: (Date: (206)43 1 -3670 Pr'ect: Type /) Inspection: /T 1 ` jl (r/ Addres • 2- 0 T. (. p Date Ca lled: IO2. / s t pecial Instructions: Date Wanted: a.m. Requester: � I ! _ Phony o 4 2 - -t-c�`3" 4—cpl e INSPECTION RECORD Retain a copy with permit INSPEC • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: 41 Cam.{. vu /V 1 t3"LLk`.e/"1/l. pq...€1) nspect �$ 58 00 REINSPECTION FE REQUIRED. l rior to inspection, fee must be 1 paia at 6300 Southcenter Bl Suite 100. Call to sechedute reinspection. Re ig No.: Date: ri / 73 d - 1 Date: Corrections required prior to approval. Z re W 6 JO O 0 co J U L u.1 0 Et a I • d W 0 W U � u ) oI- W H � IL U = 0 Z Pre= Type of I5spectjkory.. r. t:.... . Address: i$ 0 T1 i . g, Date Ca led: ). _ 14117 05 Specia Instructions: Date Wanted: 01 Zlit) :... 1.,; P.m. vrelfr4.04. Requa: Al( irlaiii-0 .r...,.r?'1 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 LI Approved per applicable codes. Vi Corrections required prior to approval. COMMENTS: ( 4_ c9le.y17 //145,00a it; $2 ■ o f;;YKL., 58.00 REINSPECTION paid at 6300 Southcenter eceipt No.: Date: // / REQUIRED. Prior to inspection, fee must be B d., Suite 100. all to sechedule reinspection. . Date: .01ketnitll 7 PrO Type of pection: ra-i Date Ca led: 1 0 / 7)-2 lb 5 -.- Address: )o t i • e i Special Instructions: Date Wanted: /.... / /.--3 i 1 1 / 0.5 p.m . Requester:7 Ke'Ll. I Phone No: -C.Xt INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 • • •(• D), P E M T / v (206)431-3670 J Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ( Ei $58.06 REINSPE REQUIRED. Prior to inspection, fee must be 1---1 paid at 6300_Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pr tp La k ait Type of ns ecti (" / 1, II + i (1 c fit Ad re i2 ao "gb r D ate Called: ) /� Special Instructions: ) . 4kiire Date Wanted : / �' m. ` Requester: f - ed '61.30k1 Pho a No / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE (20.4 -3670 COMMENTS: Inspector; REINSPECTIO FEE REQ RED. •ri• to inspection, fee must be at 6300 Southcenter Blvd., Su e 100 Call to sechedule reinspection. ipt No.: Date:. /OZ. d Date: Corrections required prior to approval. COMMENTS: p • ' Type of Inspe,ction: ii ,--to.,)e- - • ZO&,fil-A Date Calle.: - Address: / ) it.:4,44'.01 (..,J#/ 7/ i )') • 4.1 7 „ ......p-- r p.m. Requester: / te) e-d.,/e/ /1/ r.z•-• i - 2.) , .4--4,,P),7 ,... s ,, „.., 5 /. /,,,,,-, // /27 /9 ........., , Prot: , • ' Type of Inspe,ction: ii ,--to.,)e- - • ZO&,fil-A Date Calle.: - Address: pedal Instructions: ... . _ / If • Date Wanted: 9 - (25 p.m. Requester: / te) e-d.,/e/ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. 0.)431 El Corrections required prior to approval. El $58.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 4,..,, • \ `1.46 , 1; 14::,..tiA•iitulmri4.411404W.46‘4401-4:-. Prgject: ( Iritir/AAH C /- Type of Inspection,: A..//9 //a/./ Address: / 511 0 - 7 7 /le• 7 11 1 ' Date Called: 9' /9 Special Instructions: Date Wanted: ......-- q.._. t-S.-0 a.m. p.m. Requester) Phone No fe:22e2-6 1 1 1 2 3 - INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: s LA, 1/ 4,4 C.7 .0 te 5r72i' Y' -77/ d 14-1/1 7 7 Ins tor: 4.- :7 1.00 REINSPECTION FE REQUIRED dor to inspection, fee must be id at 6300 Southcenter lvd., Suit 100. Call to sechedule reinspection. Receipt No.: Date / Date: 'AT 206)431-3670 El Corrections required prior to approval. • 11 Pro'gct: /, Type o Inspection: ,t- ,! Address: /5 .,�. -e Date Called: 9 — Z.02 - Z- Special Instructions: )(e.:" 4124 7 "__., (Le.....)._ , — .17 _ Date Wanted: 4 7 — /5 - - 5 a.m. p.m. Requester Phone No: 1 ff ff ( o ) ' - C INSPECTION RECORD Retain a copy with permit 1 INSPECTION 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. COMMENTS: 07 /?asFAU1 / s /rte r2 t 11 /,2 e k G, Ins c fls.4- Receipt No.: /4 4 / Dater. 7— / 5 - v5 8.00 REINSPECTION )EE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite'100. Call to sechedule reinspection. Date: Proj ti: Q.,.frti t m // Type of Inspection: ' q Ad re u0 -- Date Called: 7- L%) Special Instructions: Date Wanted: / a .m. Request r � e 0( f ( Pl Oqe) q —L ice + 5_ . ..i ff.t:: }• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: ) 04 / /f4 1 /' Inspector: Date: 9 S El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: - ''f . �- Address: /S80 0 27.. )di-- Date Called: 9 ` 7 - l' 1, ---, lf�� -,,1 0 a.m. Requester: �i //.17.,/ rr / Phone o: X 06 l 3'' - 2 y , � }� .) z f e ' a tIii S y. t I/ 7 Project: / � 7 (.-7". - ''f . Type nspection• - �/ .-86 ff1 Address: /S80 0 27.. )di-- Date Called: 9 ` 7 - l' Special Instructions: 4e- lf�� Date Wanted: a.m. Requester: �i //.17.,/ rr / Phone o: X 06 l 3'' - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20,)431 -3670 Approved peliapp`lic1ble c d Inspector El $58.Od• REINSPECTION ' paid at 6300 Southcente INSPECTION RECORD Retain a copy with permit -4-: I f 1 7 Corrections required prior to approval. Date: REQUIRED. Prior to inspection, fee must be Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Prrct: 41. Ty e of Inspectigp��,� /,' Addres r-^ • /� Daf Called: � /a5 / O6— i Date Wante / D p.m. l Instructions: ! Y S eccuaal t1 it Vk V 7( 'o � e Requester (..024--zA(A r t . Pone N r ( oce ) 4 2 3 4(Q ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bog- '{ 02 (206)431 -3670 E] Corrections required prior to approval. COMMENTS: 0-r7 / 2c13 � 'Aiil i! f �cn2 r ( 2 inspe CtA.1 eceipt No.: Date: 58.00 REINSPECTIONFEE REQUIRED. rior to inspection, fee must be aid at 6300 Southcenfer Blvd., Suite 100. Call to sechedule reinspection. Date: Sg z W Ce J U. U N O J = � LL W D � • C! H = z � ZO W W 0 I- W O • W U = 0 z Pro c Typ Inspection: .---ce) (Ap-i—s< A dress ).0 To / Date Cabled: 9 1 Special Instructions: l • Po WL e F • 3 Pit E - Pf L( Date Wanted: a.m. 1 Requester: r Pone No � : � [ Li t42/ _l �3 L / (Q/ • INSPECTION RECORD Retain a copy with permit - INSPECT' • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ��►� fe Inspector: Date: l PER T NO. (206)431 -3670 LI $58.0 REINSPECTION Ffiit REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pr �t: 4 .... . Type o)lp icon: - p t A ress D 1 T . (, /f . Date C all d: n , ,�) / Sp cia1 Instructions: iNAA e7tten D o h g. 5 0 Date Wanted: I 7 d 5 1.-_ric Requester: // 1. 4 P one o 7 ) ( 0 3 _ / 6 0 / 5 INSPECTION RECORD Retain a copy with permit IN ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: O a ..Q s6 ,aF 4 zc d ti.l s r Insp .c • r: Date: , i 7 --o� 58.00 REINSPECTIO FEE REQUII,E O. Prior to inspection, fee must be p paid at 6300 Southce er Blvd., Suite 100. Call to sechedule reinspection. eceipt No.: Date: Project'• J/ Typ Inspection: l . ,:c - i/l 7 -AM,/ --C) ol'/ 4 / _,,G ALS is fi,9 A. S Address: !� / g,,za Tuadi� .dn.1 ✓fin/ Date Called: /- _ a j---- Special Instructions: Date Wanted: p --1 - , �_a.m. ..._Q,.3 p.m. Requester: ix /,719/✓( . f r -S, / h Phone No: COMMENTS: l . ,:c - i/l 7 -AM,/ --C) ol'/ 4 / _,,G ALS is fi,9 A. S 4Ve' D "eV tii ' /./ 1/i d?� /7 7 /i it f7';1/ _ 44.1i AIL:ol. „Par i - / 1 !'..'2f ; r,' - 4 _r - API) - , t3":-/I S, eeri* / � .- S n fiaTt I � #.- ix /,719/✓( . f r -S, / h / / 46 -9b - 6 3 8K spect 4 Dat Y INSPECTION NO. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. $500 REINSPECTION E REQUIR Prior to inspection, fee must be ection. did at 6300 Southcente Blvd., Sui e 100. Call to sechedule reinspection. g eipt No.: Date: 5 P �'ject: I / Type of ns ectioni4 Date `all — 0,5 _ � d e -e_ a Special Instructions: d eel / / 4 - Date Wanted: _m. J - /& (. p.m. Remest _ /1f.--',- ■°`; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI (206) 31 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: /2e-c// cat-- .a .o. 42a -/ S Date: lnsp •t• r: /4-: 1 / A't/C4 , I 58 .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lceipt No.: Date: Project: f� J Z 7 P r , d i , - ( ' , " i ? l ype of Insp ction: �- �- - ri W . �f cz / , 12"T vt r., l /" rt yr Address: Suite #: /S''2 (, 7-2-6 Contact Pers6n: / Special Instructions: Phone No.: Monitor: Needs Shift Inspection• fief, Sprinklers: ""e5 Fire Alarm: /'Y/ Hood & Duct: Monitor: /4i4. /-lci r 07 Pre -Fire: Permits: Occupancy Type: 6 INSPECTION NUMBER id Approved per applicable codes. eceipt No.: Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 OoW -4o 00 -o /Z._ oG p -cry / Corrections required prior to approval. COMMENTS: r^ , rt l�(P f Fr /1 Ct / v of Inspe tor: ,.J?" 570 Date: 2/7/06 Hrs.: 7 0.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a 444 Andover Park East. Call to schedule reinspection. 12/2/05 Date: T.F.D. Form F.P. 85 4t 65' 4i:4451:74.4. 414; nY*, W, v+. t1 fiu+ 4asd !ata+Ct:....,si:.,'k::a. 40Y 4 COMMENTS: J / Q -ektif / Type of Inspection: > Ei 9cS0,7 c �+ - �� 1 4 "� 1 ; �' c?j - 1 c"'/5 P sue! C � / / / � �� I i Lr T7it i v, CI �t /i .mot c -- 0, e Special Instructions: / C� Phone No.: �•" 1Ve,- - ��, �.- S 1�t C-"�°� �- �/� �.. /Y)r. /i„rt —,oi,- eA/..0 ` f ci wr.! . c {F;!. �k; -/' C re' /,ems , . Project: l J reoci nvd- J / Q -ektif / Type of Inspection: > Ei 9cS0,7 c �+ - �� 1 4 Address: Suite #: IsV2 ,0 77 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: LI INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 12/2/05 n0 - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. fr. asiiC.: A.41:ai u : iixS+n� '! u Inspector Date: 2,/ Hrs.: / $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. P Receipt No.: Date: T.F.D. Form F.P. 85 z w • 2 J U O 0 CO 0 CO CO u_ W 0 2 CO d W Z F.. ZO W • W U N 0H W W H S2 � O o •• Z W z Project: (A tick 0 4" c /- Pei/ / Type of Inspection: l /ui c - FA Address: Suite #: /5'670 T 7'(3 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 12/2/05 QoLl.. WO PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: - FM s‘' 1 -55 cJ 4-4;/' r �hr ,6e pkv)G//li PJ be- , Pc, ,i - e_ Z7Q2A,., Inspector: 51 7O Date: ?lo �pG Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. p Receipt No.: Date: T.F.D. Form F.P. 85 pu•.'+. ' i:: �lt4cYi },:liw >nt }wC.n'��l�ti�i.�:l. 4l ttt •,t�.:J:i�.i..ilak•u.4i�:,e w� z 1 Z 6 ~ w .iU 00 0 W = w0 g< = � z = I- 0 W I U 0 0 I- W W H� U. Fa W Z U S z COMMENTS: Type of Inspection: F Address: Suite #: /5"S 2 :2 �t tJ . " 1 P wa4 c --� F f / J Contact Person: Phone No.: Special Instructions: - �loo'0 / rt5 (-- Pu /t sicihO 4-x.5 4r- 9 0 0 d 4 1 1Q/55 ; } 3 ) Arid j/ 5 fit. Gd -f a f ,bre ci ton 6) (4' 2_ jso (/ 0 ,t /'rt /4 /1'7 14(57.): r 1/ PIO Set/1/./e l V e1 /vim c f3h01 rtc C 1 (.=', c,,,P 09 I /3 1 4(... -/r i -76 y v 3 q (i. 1= - A. , ro4) Project: 61— Cei r R�t4 / Type of Inspection: F Address: Suite #: /5"S 2 :2 7 Contact Person: Phone No.: Special Instructions: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER r ns'pector: Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. PERMIT NUMBERS y 0 v V , y v Z. 04- P -ca© / Corrections required prior to approval. Date: f 6/% 6 Hrs.: �, 1 $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: 12/2/05 T.F.D. Form F.P. 85 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: Sample(s): Onsite to conduct in -place density tests on backfill placed and compacted on both sides of the north wall and in the slab area of the fuel tank. Backfill consisted of Type 17 imported material. Keith Cross was onsite to observe the fill placement. Density tests taken on the backfill eventually passed 92% ASTM: D -1557 with the exception of density test #25 in the southwest corner of the slab area. We understand that the area of test #25 will be reworked and further compacted with backfill around the south wall. See attached Field Density Test Report for details. Preliminary Inspection REVIEWED BY: / E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA 004 -402 (City of Tukwila) Cendant Car Rental Blunk Demattei & Associates Pacific Eng. Design Chinn Construction 3/17/06 Mostly Cloudy, 40s Soils Density N/A Timothy , t eckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer RECEIVED 'APR 2 5 2006 DEVELOPMENT INSPECTOR: Wally Wagner 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 dia «.,t.rFrc.ca.Fraa Test # Location *Depth or Elevation (feet) Laboratory Field Maximum Dry Density OMC o /o Wet Dens Dry Density Moisture Content % Compaction Soil Type Description 1 10'E + IN of W end of wall -3 1/2 134.5 9.5 133.2 125.1 6.4 93 imported Type 17 2 8'E + 2'S of W end of wall -3 1/2 134.5 9.5 127.5 120.9 5.6 90 imported Type 17 3 4W + 1'N of E end of wall -31/2 134.5 9.5 128.9 122.2 5.5 91 imported Type 17 4 Retest #2 -3 1/2 134.5 9.5 135.8 129.3 5.1 96 imported Type 17 5 4'W + 2'S of E end of wall -3 1/2 134.5 9.5 129.0 122.4 5.3 91 imported Type 17 6 Retest #3 -3 1/2 134.5 9.5 132.0 125.8 5.0 94 imported Type 17 7 5'E + 2'S of W end of wall -3 134.5 9.5 139.2 131.8 5.7 98 imported Type 17 8 Retest #5 - 3 1/2 134.5 9.5 134.2 128.0 4.9 95 imported Type 17 9 3'E + 1'N of W end of wall -3 134.5 9.5 128.0 122.8 4.3 91 imported Type 17 10 8W + 1'N of E end of wall -3 134.5 9.5 135.5 129.3 4.8 96 imported Type 17 11 8'E + 2'S of W end of wall -2 134.5 9.5 136.8 130.7 4.5 97 imported Type 17 12 Retest #9 -3 134.5 9.5 136.3 123.5 5.4 92 Type 17 13 5W + 2'S of E end of wall -2 134.5 9.5 131.8 125.5 5.1 93 Type 17 14 6'E + 2'N of W end of wall -2 134.5 9.5 135.6 129.6 4.5 96 Type 17 15 5W + 2'N of E end of wall -2 134.5 9.5 138.8 131.8 5.4 90 Type 17 16 4'W + 2'N of E end of wall -1 134.5 9.5 131.7 123.4 6.3 92 Type 17 17 3'E + 1'N of W end of wall -1 134.5 9.5 131.2 124.5 5.6 92 Type 17 18 5'E + 1'S of W end of wall -1 134.5 9.5 129.8 123.8 4.9 92 Type 17 19 5'W + 2'S of E end of wall -1 134.5 9.5 132.4 125.2 5.7 93 Type 17 20 5W + 15'S of E end of wall subgrade 134.5 9.5 130.1 124.2 4.7 92 Type 17 21 4'E + 12'S of W end of wall subgrade 134.5 9.5 129.2 123.5 4.7 92 Type 17 22 15'S of #20 subgrade 134.5 9.5 130.1 124.3 4.7 92 Type 17 23 10'S of #19 subgrade 134.5 9.5 125.1 119.3 4.9 89 Type 17 24 5W + 6'N of E end of S wall subgrade 134.5 9.5 131.6 125.5 4.9 93 Type 17 25 4'E + 6'N of W end of S wall subgrade 134.5 9.5 124.6 118.4 5.2 88 Type 17 26 Retest #23 subgrade 134.5 9.5 128.7 123.3 4.4 92 Type 17 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 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: Many Thickness of lift: Method of Adding Moisture: 'Depths are relative to slab subgrade. Locations are relative to the north wall of the fuel tank area. 92% track hoe, back hoe Ho -Pac -8" FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ 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 %: I I Project: MTE Project #: Permit #: Inspector: In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: #25 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page: 1 of 1 Avis Rental Car Tukwila E5304 Date: 3 -17 -06 004 -402 W Wagner MTE Nuclear Gauge #: 2 MTE Form #113, Rev 4,4/02 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: Sample(s): E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA D04 -402 (City of Tukwila) Cendant Car Rental Blunk Demattei & Associates Pacific Eng. Design Chinn Construction 3/23/06 Overcast Reinforced concrete (4) 4x8" cylinders 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 Completed reinforcing steel inspection of bulkhead on A -line from 71 to 65 per details on S14. Checked and approved bar size and placement, spacing, lap lengths and clearances. All steel was in place for first pour of bulkhead. Observed placement of 135 cubic yards of Salmon Bay concrete mix #S4602330 at bulkhead mentioned above. Concrete was placed by pump truck and was consolidated by mechanical vibration. Tested slump, air content and temperature of a composite sample taken at mid -load of third truck. Cast one set of (4) 4x8" cylinders for strength verification. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: r Timot . Beckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Chris Pratt z I 1- ,H W t JU O 0 too J �. (" U. w 0 2 L ¢ = • a W Z = I-- 0 z I- W w 0 O • N 0 I- • W • O . z U = P 1 ' - z MAYES TESTING ENGINEERS, INC. 1 W(.:'' x\+ ."as.:+Jf.' +iLti!l+ky MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: Sample(s): 3/6/06 Cloudy /Showers Soils N/A E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA D04 -402 (City of Tukwila) Cendant Car Rental Blunk Demattei & Associates Pacific Eng. Design Chinn Construction ovvo 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 woutul c o o p t io Suite 190 polo Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived onsite at 8:00 AM for scheduled backfill — on standby for a couple of hours until the backfill started underneath the fuel tank slab against the two CMU walls. Lifts were placed in 12" lifts and compacted by a Ho -Pac. The south wall was backfilled up to slab grade, while the north wall had one lift placed and all compaction was above 90 %, as required. Type 17 soil was used for backfill. Contractor was informed of results. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: by G. Beckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Nathan Evenson z Z . IY 00 CO J • = M u. w o g u. a co I a 1 _ w Z = z ,- w U� o -. O I— . w • W IL. .. z w O to 0 z Test # Location Laboratory Field Soil Type Description Depth or Elevation (feet) Maximum Dry Density OMC ° Wet Density Dry Density Moisture Content % Compaction % 1 N wall of fuel tank slab -3.5' blw grd 134.5 9.5 133.7 127.5 5.0 95 Type 17 S wall of fuel tank slab, S side of wall -2.5' blw grd 134.5 9.5 135.7 126.7 7.0 94 2 S wall of fuel tank slab, S side of wall -1' blw grd 134.5 9.5 134.7 126.5 6.5 94 " 3 4 S wall of fuel tank slab, S side of wall @ slb grd 134.5 9.5 133.2 125.1 6.5 93 " S wall of fuel tank slab, N side of wall -2.5' blw grd 134.5 9.5 133.1 125.0 6.5 92.5 " 5 6 S wall of fuel tank slab, N side of wall -1' blw grd 134.5 9.5 134.4 126.7 6.0 94 " S wall of fuel tank slab, N side of wall @ slb grd 134.5 9.5 134.6 127.0 6.0 94.4 " 7 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 0 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: 90% ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: front loader Type and Number of Compaction units: Ho -Pac No. of Passes: several Thickness of lift: 112" Method of Adding Moisture: n/a Comments: FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 0 ❑ In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: iii 0 0 Page: 1 of 1 • Project: Avis Rental Car Tukwila MTE Project #: E5304 Date: 3 -6 -06 / Permit #: D04 -402 Inspector: N Evenson MTE Nuclear Gauge #: 17 In our opinion, fill generally meets specifications as indicated by test numbers: 1 - 7 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 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 21 December 2005 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cendant Car Rental Address: 15820 Tukwila International Blvd. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Soil compaction 2. Epoxy wrap 3. Epoxy grouting (bar) 4. Epoxy - grouted anchor bolts 5. Reinforcing steel 6. Reinforced concrete 7. Reinforced masonry 8. Welds 9. Anchor bolts Sincerely, OTTO ROSENAU & ASSOCIATES, INC. eanne L. Parviri cc & fax c: Chinn Construction, LLC OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Permit Numbers: ( 4.Q2, D05 -012, 004 -374 (site) Job Number: 05 -455 • OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05 -455 Project: Cendant Car Rental Address: 15820 Tukwila International Blvd, Tukwila Date: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Copies to: X Client Architect X Engineer 11/2/2005 Description /Location: Resteel verified: Yes Resteel grade: Placement:Data Supplier: Stoneway Mix Number: 4853 5 "t1" 0.45 5 %±1% 10 Brundage Bone Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 . ..Sampling =and;Testingpata A Cast Samples: 1 -4 Other Test Methods / Standards Used: Specimen Test Number Date 1 11/9/05 2 11/30/05 3 11/30/05 4* *Discarded Tested in general accordance to: Stairs, with landings, storage slab, fluid room slab and trash slab. Rebar as per approved plans. Field Cure Contractor X Building Dept. X Batch Plant Report Number: 33258 Permit Number: D04 -402 Client: Chinn Construction, LLC Address: PO Box 2137, Redmond Inspector: Ross Bogle 60 Manufacturer: Cascade Mills and Nucor .Design ® Actual:0 , Batch: Weigi tslCubic :Yard Cement (lbs. /type): 400# I -II Fine Agg. (Ibs): 1244# Coarse Agg. (lbs/size): 1923# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 80# Water (Ibs or gal): 240# CONCRETE REPORT Admixtures (specify): 2.5 oz. Daravair 21.2 oz. WRDA -64 COMPRESSIVE TEST RESULTS Slump Range: Air % Range: REINFORCING / PLACEMENT: Conforms Age Size Area Max Load Strength (Days) (In.) (Sq.ln.) Weight (Lbs.) si 7 6x12 28.23 28.73# 92,380 3270 28 6x12 28.22 28.99# 124,710 4220 28 6x12 28.22 28.88# . 125,920 4460 ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: ASTM C617 ASTM C1231 W.Ite C. Hansen, Project Manager Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) a c m 0 2005 Weather: Overcast Date Samples Picked Up: 11/3/2005 Initial Curing Method: Excluding ASTM C31 - 12 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 C ..::...... C omments • ..... X Does Not Conform Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Z = l w 1 4 2 JU 00 0 to (0 Ili - u. H W g Q rn� = I W Z = E- 0 W U 0— co 0 I— WW H LL O .- Z W CO 0 Z :uamr w;aCx } .»Si'abi!r.A` ""ti' ;.rfly:.t:iY r u.xt.c • sa :W04 7 3sw:�havk� ++lu: vsw,� ..+4taiv OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05 -455 Report Number: 33259 Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 11/2/2005 Inspector: Ross Bogle Description /Location: Retaining wall footing at 160 St. and northwest corner of building. Rebar as per approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade Mills and Nucor Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Stoneway 4356 5 "t1" 0.45 0.1% 30 Chute Yes (vibrator) Required Strength (psi): 4000 :; Sampling: and;Testing Da ASTMC:1;72 C3, I Cast Samples: 1 -4 Copies to: X Client Architect X Engineer Other Test Methods / Standards Used: Specimen Test Number Date 1 11/9/05 2 11/30/05 3 11/30/05 4* *Discarded Tested in general accordance to: Field Cure Weather: Overcast Slump Range: Air % Range: Date Samples Picked Up: 11/3/2005 Initial Curing Method: Excluding ASTM C31 -12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 .....,.... Contractor X Building Dept. X Batch Plant CONCRETE REPORT Design: ® Actual D Batch Weights /Cubic Yard Cement (lbs. /type): 400# I -II Fine Agg. (lbs): 1455# Coarse Agg. (lbs/size): 1901# 3 /;' Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (ibs): Water (lbs or gal): Admixtures (specify): W ater . Alined 10 gal. 100# 225# 30 oz. WRDA -64, 65 oz. Daraset REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: �n*wr+.�nrto. Permit Number: D04 -374 Age Size Area Max Load Strength (Days) (In.) (Sq.In.) Weight (Lbs.) foil 7 6x12 28.23 29.33# 94,190 3340 28 6x12 28.22 29.42# 133,770 4740 28 6x12 28.22 29.39# 119,130 4220 ASTM C617 ASTM C1231 x Does Not Conform Type of Fracture (other than cone) ect Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05 -455 Project: Address: Date: Description /Location: Copies to: X Client Architect X Engineer Report Number: Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 11/10/2005 Resteel verified: Yes Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: 4" W/C Ratio Spec: .53 Air Spec: Total Yards: 22 Placed Via: Chute Consolidated: Yes (vibrator) Required Strength (psi): 4000 Sampling and Testing. Data ASTM C 172, C 31 Cast Samples: 1-4 Other Test Methods / Standards Used: Retaining wall — 38 and 16e S entrance west side. Sampled concrete and observed placement and consolidation. Resteel was inspected by ORA inspector Isaac Ruoff. Test Date 11/17/05 12/8/05 12/8/05 Resteel grade: Time Made 12:15 Weather: Cloudy windy Slump Range: Date Samples Picked Up: 11/11/2005 Initial Curing Method: Comments Contractor X Building Dept. X Batch Plant CONCRETE REPORT Client: Address: Inspector: 32834 Permit Number: Chinn Construction, LLC PO Box 2137, Redmond Isaac Ruoff / Larry Longnecker 60 Manufacturer: Cascade Mills and Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs. /type): 400# I -II Fine Agg. (Ibs): 1455# Coarse Agg. (lbs/size): 1901# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 1 Water Added 15gal 100# 225# 30 oz. WRDA -64, Verifi 80 oz 65 oz. Daraset Slump Air % Conc. Temp C143 C 231 C 1064 4" N/A 70° Excluding ASTM C31 - 12.1.5 COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Technical Responsibility: Ambient Temp 50° Air % Range: Initial Curing Temp: REcEiv DEC 20 2005 D ELOPNj REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Field Age Size Area Max Load Strength Type of Fracture Number Cure (Days) (In.) (Sq.In.) Weight (Lbs.) (psi) (other than cone) 1 7 6x12 28.22 29.73# 100,180 3550 2 28 6x12 28.13 29.90# 144,850 5150 3 28 6x12 28.13 29.74# 137,120 5870 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x ter . , • eject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) D04 -374 Truck Ticket No. No. 451 584332 Excluding ASTM C31 - 10.1.2 Z re W 6 00 to 0 111 t-- W O 2 g = � W Z ZO UC) O N o W W 0 17: II- O .• Z W U = O~ Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A CORES 5.87 11/22/05 7 24080 4100 DD -- B CORES 5.87 12/13/05 28 38050 6600 DD --- C CORES 5.87 12/13/05 28 40000 6850 DD -- D CORES 5.87 HOLD H DISCARD SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 1:30 PM 53 ° F PARTLY DATE CAST SLUMP ASTM C -143 0 15- Nov -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM RI C -231 RI C•1064 El C -39 a DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE N/A OTHER ASTM CORES CLOUDY CEMENT/FLY 718/83 C'SE AGG. 828 FINE AGG. WATER ADDED ADMIXTURE DARAVAIR 1788 0 20 OZ ADMIXTURE N/A I II CONC. TEMP. A 586154 67 ° F SLUMP SLUMP + 12) 2.5 ins. AIR 8.5 % QUANTITY MIX # RECEIVED: 5 OF 25 Cu. Yd. 335 TICKET SUPER PLASTICIZED 80) - (707 N/A 7533 AND NOTES: SHOTCRETE WALL FROM (705 + DATE November 16, 2005 PSI ON SITE FOR SHOTCRETE PLACEMENT AS REQUESTED BY CLIENT. HEAD HOSE MAN CAST 1 - 12" X 12" PANEL FOR CORING AND TESTING. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, WORK PERFORMED TO CODE AND STANDARDS AND TO APPROVED PLANS AND SPECIFICATIONS. • EQUIPMENT IDENTIFICATION AND SIN #: • COPIES TO INSPECTOR: DATE: ITEMS :INSPi CTE0 :.t .. ::::::::::::::::: APPROVED:PLANSARE ::: :: :: :::::::: :: :: :::::::::: :: ......: � x CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER BRUCE RIDGLEY November 15, 2005 x x FIELD CONTACT: DATE: x ::OONPO.RM)ft(G : : NONCONFQR M PN :::::: la 3 : : : .... .. :.::....... . GL• IEN :T:::: :::::::::::::::::::::: PCL Construction Services, Inc. PROJECT: NO :: :: :: :: :: :: :::::::: : : ::: 744 -50001 DATE November 15, 2005 :ADDRESS : :::: ATTENTION:::: :: :'.:::::;:: P t ::NOi ::::::::::::' ::::::::::::: PROJE 1`:::::: :::::: ::::::::::: 15405 SE 37th Street Suite 200 P.ERMIT:NO :: :::: ::.:.: ::.:.: ::::.:': 'rr�rr W.O. 76856 Bellevue, WA 98006 , :e. , .-t , rrrrrrrrrrrrrr .•r, MUNICIPALi' TY;: :: :: :: :: :: ::::;:;: ::;: ::;:: City of Tukwila Mr. Patrick Malone AREHI' FELT :: :: :: ::::::::: :::::::::::::::: OWtlT'RA TQtF:::::::::::::::::::: : :: PCL C755 Vrh4'.\ rrrr.',•! PROJECTADDRESS::::::::•: ::: South Boeing Access Rd to 154th Street - Seattle ....___...,i.._ ._.. ..�.� ,.... . .....:a'�r;',e�a`w�.,..__,., ...,e`:, } cfi'S•K "`•i' ,r c-r ,., ;•`�'r:i'�i:, "'- j ,...�s . ✓.:n'.: ;ti.:fL'r::it.`5isi : l.5 i k�1l:Je.:d.}'_li.:. .li:..tY.r.:' ....r. _t `. h:: l: i:t r. ti' . '.ti,.._..::'Jt �; Information To Build On Ongist...en. • L1.rse.alill. • 7beang SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248.2401 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' *This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work ore warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: III TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE HI TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2138 Deane H. Ramsdell ( ,x,k -,,, tlT' rwa�, yrn .�.m4ncmx,xsee:•.mrrm,;.; ..47% x ,,,. -„�. RECEIVE !DECD 2 2r2pq,1 RTLAND DIVISION DEO SUITE 480 � 0PM NTPORTLAND, R 9 217 (503) 289 -1778 • FAX (503) 289 -1918 NAME Date ON OFF ST 54889 OT MILES December '16, 2005 SEE MR 3374 TOTAL HOURS SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A GROUT YES 2"X 2"X 2" 4.00 11/22/05 7 9310 2330 HCH B GROUT YES 2" X 2" X 2" 4.01 12/13/05 28 18930 4720 DD C GROUT YES 2" X 2" X 2" 4.00 12/13/05 28 19150 4790 DD DESIGN SLUMP 8 MIXING PLANT STONEWAY TRUCK # 443 TICKET # 585920 STRENGTH 4000 GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX # PROPORTIONS 852 N/A 2532 342 MB 100 XR 9002 MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX # PROPORTIONS N/A N/A N/A N/A N/A ASTM C -1064 ASTM C - 1064 TIME & WEATHER 11:55 AM PARTLY CLOUDY MORTAR TEMP. N/A GROUT TEMP. 60 ° F DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21.16 0 ASTM C1019 0 UBC 21 -18 ❑ ASTM C -1314 ❑ UBC 21 -17 ❑ POUR LOCATION AND NOTES: SOIL NAILS FROM 705 + 80 TO TOP ROW 102 -117 STAGGERED LAYOUT FROM 117 -129 END AT 707 + 12. PSI ON SITE FOR GROUT PLACEMENT AS REQUESTED BY CLIENT. GROUT PUMPED IN DRILLED HOLES FROM SOIL NAILS IN LOCATION ABOVE. MADE 1 SET OF 3 - 2" X 2" X 2" CUBES FOR TESTING. ADDED 40 GALLONS WATER ON SITE. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, WORK PERFORMED WAS TO APPROVED PLANS AND SPECIFICATIONS AND MEETS APPLICABLE CODES AND STANDARDS. EQUIPMENT IDENTIFICATION AND SIN#: ' COPIES TO I INSPECTOR :I DATE: :;:::::::::;::::::::;:;:;:;:;:;:::;:;: :: :: :: : :::: ;:;::: : : : : : : : :; :; :; 00. INSOGT0q TO .:: APPROVED:•p • • i NS :AR S:;: ::::::::::::::::: : : : :':.:' bRMIN :: :: :' :':�•,�-� CIZN BRUCE RIDGLEY November 15, 2005 x CLIENT ENGINEER ARCHITECT x CONTRACTOR BUILDING DEPT. SUPPLIER x FIELD CONTACT: I DATE: x -- > NAN NPORMIIVG : : : ::. .....:::::.... i I :IgOt.;: : :'•'' :• :•:• : : : ::: ADDRESO:::::::::;:;:;: ... ... ' . ATTENTION: :: :: :; :: ::: ............ P:0 N is : : : : : : : :: :: :: :: ::: pitOJECT : : : : : : :: :: :: :; :C755 PCL Construction Services, Inc. PROJECT:NO ;: :: :: :: : : :: : : :: : :: 744 -50001 DATE November 15, 2005 15405 SE 37th Street Suite 200 ' Pt= iRMitiky :: :' :: :: :: :' :: :: :: :: :: • W.O. 76856 Bellevue, WA 98006 . \1\ . !/J.`.tti'.; . • , MUNIC1P AL'IT)1; : :;: : : :: : :;:;:;: City of Tukwila tNQINFttk : : : : : : : : : : : : : : : : : : : : : : ::: TOTAL HOURS Mr. Patrick Malone ARCHITEG .T:::::: :: ::: : : ::: ::::::: CONTRACTOR :: : :: :: :: :: : : :: PCL PRQJECT :ADDRESS: ::: South Boeing Access Rd to 154th Street - Seattle B. RIDGLEY 7:00 5:30 IT TOTAL HOURS s; Information Build On Illnellnetwing • ConouNrig • >~f mrp ❑ SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248.2401 TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2138 MR 33Fik. /V D( FD PORTLAND DIVISION 6032 NO CUTTER CIR ' SU' 40o PORTLAND, OR 97217 FC Op 41 / 7) (503) 289 -1778 • FAX (503) 289.1918 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the MI permission of Professional Service Industries, Inc., N prohD led.' 'This certification attests to the accuracy of the results obtsfned from the actual teat performed and/or obearvetlons made within the defined scope of the work. Certification shalt not be construed to repruant en kiapectton, approval or acceptance of other associated work or a warranty of design or workabilty of the specificadon requirements.' Certified Report by Professional Service Industries: TS - 98 -1 COMPRESSION TEST RESULTS Deane H. Ramsdell NAME Date ON OFF ST OT MILES December 16, 2005 OTTO ROSENAU & ASSOCIATES, INC. RECEIVED NOV 2005i Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05 -455 Project: Cendant Car Rental Address: 15820 Tukwila International Blvd, Tukwila Date: 11/2/200 Resteel verified: Yes Resteel Placement Data Supplier: Stoneway Mix Number: 4853 Slump Spec: 5" ± 1" W/C Ratio Spec: 0.45 Air Spec: 5% ± 1% Total Yards: 10 Placed Via: Brundage Bone Pump Consolidated: Yes (vibrator) Required Strength (psi): 3000 Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect X Engineer CONCRETE REPORT Report Number: Client: Address: Inspector: L QMMUNI I Y DEVELOPMENT 33258 Permit Number: Chinn Construction, LLC PO Box 2137, Redmond Ross Bogle D04 -402 Description /Location: Stairs, with landings, storage slab, fluid room slab and trash slab. Rebar as per approved plans. Sampiing:and :.Testing Data . . Time Cubic ...ASTM C :12; C 31.. Made : Yards Cast Samples: 1 -4 8:30 10 grade: 60 Manufacturer: Cascade Mills and Nucor Design ®`" • Actual [] Batch Weights /Cubic Yard Cement (lbs. /type): 400# I -II Fine Agg. (Ibs): 1244# Coarse Agg. (lbs /size): 1923# %" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 80# Water (Ibs or gal): 240# Admixtures (specify): 2.5 oz. Daravair 21.2 oz. WRDA -64 Water Slump ... Air. %. Conc. Temp .Ambient Truck :Ticket Added C143 : C 231 'C'1064 Temp 'No: 10 gal. 5" 5.1% 60° 50° 443 581395 Test Field Date Cure 11/9/05 Contractor X Building Dept. X Batch Plant Age (Days) 7 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Size Area Max Load Strength Type of Fracture (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) 6x12 28.23 28.73# 92,380 3270 Technical Responsibility: ASTM C1231 x / 'alter C. Hansen, Project Manager 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1 -888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) ur} ,dat`wyh....h.'�+ +a,wiY. >..a.. s:.i.lt�.uydi�y�:irl.�iuwrnu . ti.:;:{ i.; �: i'. eL' 3tit.[ .>:SL• "i�tati:;�ui:u%ti.+u�/l.;' . OTTO ROSENAU & ASSOCIATES INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing NOV 2 8 ?Qf Job Number: 05 -455 Report Number: 32940 Permit Number: D04 -402, D Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 10/19/2005 Inspector: Dusty Johnston Description /Location: Inspected resteel and concrete placement at stair walls northeast corner inside and outside building and landing pilasters north side of building. Resteel was found to be placed per approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual 0 Batch. Weights /Cubic Yard Supplier: Stoneway Cement (lbs. /type): 400# Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 5" Coarse Agg. (lbs/size): 1901# W/C Ratio Spec: 0.41 Coarse Agg. (lbs/size): Air Spec: Coarse Agg. (lbs/size): Total Yards: 17 Fly Ash (Ibs): 100# Placed Via: Tailgate & line pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 3000 Sampling. and Testing Data Time Cubic Water Slump Air .% Conc. Temp Ambient Truck Ticket ASTM C:172, C31 Made Yards Added C143 C 231 C 1064 Temp No . No Cast Samples: 1 -4 8 :00 11 5 gal. 3" 66° 55° 440 575868 Weather: Rain Slump Range: Date Samples Picked Up: Other Test Methods / Standards Used: Specimen Number 1 Test Date 10/26/05 Copies to: X Client Contractor Architect X Building Dept. X Engineer X Batch Plant CONCRETE REPORT 10/20/2005 Initial Curing Method: Excluding ASTM C31 - 12.1,5 Comments ::: Field Cure COMPRESSIVE TEST RESULTS 2 11/16/05 3 11/16/05 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Technical Responsibility: COMMUNITY DEVELOPMENT Air % Range: Initial Curing Temp: REINFORCING / PLACEMENT: Conforms X Does Not Conform Age Size Area Max Load Strength Type of Fracture (Days) (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) 7 6x12 28.19 29.50# 110,380 3920 28 6x12 28.07 29.50# 158,460 5650 28 6x12 28.07 29.45# 158,280 5640 ASTM C617 ASTM C1231 x 'ter ' n ' , • oject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 - 4600 or 1 - 888 - OTTO - - — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) Excluding ASTM C31 - 10.1.2 Z Q 1 - ' W re 2 6 J U U O co LLI J I I- - W O. J ur D. a = W = Z � H O Z I— W n O N a f- w ai • 0 II O al c o O h- Z OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED Report Number: 11536 CONSTRUCTION INSPECTION REPORT OCT o 6 2O05i Description: Epoxy Grouting ( Rebar) DEVELOPMENT Z Project: Cendant Car Rental Permit Number: 004 - 402 Q Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 ii-- Z Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Q Inspector -J and Date Remarks cn 0 Ross Bogle Inspection of epoxy grouting of rebar cancelled this date; no rebar for epoxying on site. co = 9/20/2005 WO 2 u_a Pli I I— III Z ZO • W 0 0 O — O H WW H H �O iii co o rn H - Z Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer alter C nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Fomi No.: ADM1N- 100 -01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 28940 Description: Epoxy Wrap Conforms CONSTRUCTION INSPECTION REPORT RECEIVED OCT' 06 2005' COMMUNITY DEVELOPMENT Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila international Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Isaac Ruoff Arrived on site and witnessed the installation of carbon fiber wrap at the remainder of beams in the 9/22/2005 administration building. Contractor placed 1 layer of carbon fiber wrap then installed anchors and patches over anchors. Lot serial number for wrap is 100590. Lot numbers for epoxy are 08055A, 08055B, 06285A, 07075A. All wrap installed as per Manufacturer's instructions and approved plans. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer er C a' en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No,: ADMIN- 100 -01 (Rev 01/05) ..... «uc'w::}'«+"L+r+:bs ' YA'�+w. fan+. rtLu.w.lu.r...� ±.e.uhLi:%.'.jw %: ✓.µ«J.aeaa Q � Q 2 J U U O U) 0 W = • LL w O g Q = • d u I—O Z I— w U O O — O I— WW u. i= —O Z U= O~ Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 30161 Description: Reinforcing Steel Project: Cendant Car Rental Permit Number: 004 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Darren Reid Resteel placed per approved plans and approved project documents at Wall #8, southwest corner of 9/6/2005 Maintenance Building, approximately 50'0" long. Conforms CONSTRUCTION INSPECTION REPORT Remarks RECEIVED OCT 0 6 2005 DEVELOPMENT Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: /�liI/ X Engineer , 'W -Ite C. =nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM1N- 100 -01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. e, Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 30792 Description: Epoxy Grouting (Rebar) Z Z �. Project: Cendant Car Rental Permit Number: D04 -402' W Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Q Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond _i V 00 W0 W IA J H 2 u W O #4 rebar (60 grade manufactured by Nucor Mills) was embedded (minimum 6 ", 12" on center) 2 horizontally into existing slab at shearwall 22 (lines 15 -17 and P -Q) and shearwall 17 (lines 11 -13 g and 0 -Q) plan page S2.0 with Hilti Hit HY 150 epoxy (with an expiration date of 2/2006), as w discussed in Chinn RFI #3 (7/27/2005). . H Ili All holes clean, dry and blown free of debris after brushing. ' z O wW Approximately 8 holes remained at shearwall 17. Perimeter to have resteel embeds placed. v p O N O 1-- W • U U. — ~O .. U= Inspector and Date Remarks Alan Hale Contractor placed rebar into existing slab on grade for shearwall infill slabs /pour backs. 8/30/2005 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer 'ter . sfS en; Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM/N- 100 -01 (Rev 01/05) z It OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 30571 Description: Epoxy Grouting (Rebar) Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Larry Longnecker 9/15/2005 CONSTRUCTION INSPECTION REPORT Remarks Measured hole depth for rebar — 6 %" required — all at 7 ". Observed rebar installation into concrete. Hilti 150 was used — expiration date: 2/2006, lot #122320L2. Hallway 202 to Break Room 220. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US — Fax (206) 723 - 2221 Form No.: ADMIN- 100 -01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 18896 Description: Masonry Grout CONSTRUCTION INSPECTION REPORT Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Dusty Johnston Grout cancelled. Contractor forgot to call office to reschedule. 8/22/2005 Copies to: X Client Architect X Engineer • t Contractor X Building Dept. Technical Responsibility: C. ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US — Fax (206) 723 - 2221 Form No.: ADM/N- 100 -01 (Rev 01/05) W • cd W= • J0 0 LLI J H u_. 2 lL Q = pi. i.. W ZF-' • Z� U � 'O — O I--: W ~ W U= O F- Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 30343 Description: Epoxy Grouting (Rebar) Project: Address: Client: Inspector and Date Denny Newman 8/24/2005 Copies to: X Client Architect X Engineer CONSTRUCTION INSPECTION REPORT Cendant Car Rental 15820 Tukwila International Blvd, Tukwila Chinn Construction LLC Remarks Inspected Contractor's installation of grade 60 rebars from Nucor into clean, epoxy - filled holes of proper depth in existing concrete for the northeast handicapped ramp and for vertical and horizontal dowels for wall 18 per Engineer's supplemental specification of 6/23/2005, with basketed holes in existing CMU for wall dowels to proposed fluids storage (2) walls as per approved plans and specifications. Hilti HY150 epoxy expires 2/06. Conforms Permit Number: Job Number: Client Address: D04 -402 05 -455 PO Box 2137, Redmond Contractor X Building Dept. Technical Responsibility: alto ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US — Fax (206) 723 - 2221 Form No.: ADM/N- 100 -01 (Rev 01/05) Z re 6 • 0 to 0 . W I J I- Co iu_ • w0 2 Q. uj ' 1— 0 z l--. O co ,0 1— W I0 H �. 111 Z U = ,. O ~ Z OTTO ROSENAU & ASSOCIATES, INC. Gebtechnical Engineering, Construction Inspection & Materials Testing Report Number: 30325 Description: Reinforcing Steel Rebar is grade 60 from Nucor. Conforms CONSTRUCTION INSPECTION REPORT Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Denny Newman Inspected Contractor's installation of reinforcement into shear walls 22/17 (including two pilasters), 8/24/2005 Administration Building, as per approved plans and specifications. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Sample Description Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Continuous ❑ Date: Manufacturer: Avg. Compressive Strength of Grout Specimens (psi): MASONRY REPORT 05 -455 Report Number: 18679 Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd., Tukwila Address: PO Box 2137, Redmond, WA 98073 Date: 8/19/2005 Inspector: Alex Temme Description / Location On site to conduct visual inspection of masonry. Superintendent not on site. Jose, Assistant Superintendent, provided structural drawings stamped by Engineer 5/13/2005. Plans call for (2) #4 horizontal bars at 2 feet on center, ref. sheets S1 & S4 and 15/S5 for maintenance building and trash enclosure. Required #4 horizontal bars are not installed in structure. Engineer of Record not available. Confirmed above info with Rob Thompson, CT Engineers. Rework and reinspection required. Type of Inspection: Periodic El Resteel Verified: Positioners in Place: Resteel Grade: Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Grout Supplier: Grout Preparer: Grout Slump: Method of Consolidation: Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier: Number of Sample t . Samples Size Permit Number: D05 -012 Block/Unit Type: Specified Ambient Truck Strength (psi) Temp No. Ticket No. Weather & Mean Daily Temp: Date Samples Picked Up: N /A. No samples cast. C . .. omments:.. Otto Rosenau & Associates, Inc. Project Manager Walt Hansen spoke with Kevin Chinn, Chinn Construction, regarding the above. Placement of the #4 bar indicated will require direction from the engineer of record regarding necessity of bond beams where steel is placed. Other Test Methods / Standards Used: Copies to: Owner x Client/Contractor Architect x Building Dept. Technical Responsibility: x Engineer Protection Methods: REINFORCING / PLACEMENT: Conforms Does Not Conform X GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength Tested in general No./Type Date (Days) (In.) (Sq.In.) Weight (lb.) (psi) accordance with ASTM C 39 ASTM C 109 ASTM C 1019 7 e ter C. H ) Manager er This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN - 72 - 03 (Rev 12/04) Z = Z W QQ 2 JU O 0 N 0 J Nu_ W O 2 J u-? = W Z � I— O Z LLI • W U O N � 1— W W H � O .. Z W • = O~ z OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05 -455 Project: Address: Date: Fluids room 152 & trash enclosure Type of Inspection: Periodic ® Continuous ❑ Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Cendant Car Rental 15820 Tukwila International Blvd., Tukwila 8/26/2005 Sample Description Masonry Prisms — Grouted: Masonry Prisms — Ungrouted: Masonry Units /Blocks Grout: Mortar: Yes Date: 8/26/2005 Positioners in Place: No 60 Manufacturer: Nucor Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 7034 Grout Supplier: Stoneway Grout Preparer: 78° F Grout Slump: 9" Method of Consolidation: Cmt: 658 / sand: 1997 / % ": 907 / water: 305 lbs Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier: Number of Sample Samples Size Weather & Mean Daily Temp: Clear and 80° F Date Samples Picked Up: N /A. No samples made. Other Test Methods / Standards Used: Avg. Compressive Strength of Grout Specimens (psi): MASONRY REPORT Report Number: 28901 Client: Address: Inspector: Description / Location Comments Copies to: Owner x Client/Contractor Architect x Building Dept. Technical Responsibility: x Engineer Protection Methods: Permit Number: Chinn Construction, LLC PO Box 2137, Redmond, WA 98073 Isaac Ruoff Block/Unit Type: Specified Ambient Strength (psi) Temp 1500 1900 2500 85° F 1800 Stoneway Vibrator Truck No. D05 -012 Ticket No. 411 555459 REINFORCING I PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength No./Tvpe Date igual (In.) (Sa.In.) Weight (lb.) si Tested in general accordance with ASTM C 39 ASTM C 109 ASTM C 1019 alter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -72 -03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: 05 -455 Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 7/29/2005 Description /Location: Maintenance building: Inspection of placement at ramp at NW corner walls, grid lines 17 to 16/T +. Footings at future walls at fluids room 152, south end, and footings for ramp at exterior SE corner of maintenance building. Resteel verified: Yes Placement Data Stoneway 5950 4 ". 0.42 N/A 20 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Line Pump Consolidated: Yes Required Strength (psi): 5000 Sampling.and Testing Data ASTM C ;172; C 31 Cast Samples: 1 -4 Resteel grade: Report Number: Weather: Clear Slump Range: Date Samples Picked Up: 7/30/2005 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments Other Test Methods / Standards Used: 4* *Discarded • Tested in general accordance to: ASTM C39 Copies to: X Client Architect X Engineer Time Made 12:30 Contractor X Building Dept. X Batch Plant CONCRETE REPORT Client: Address: Inspector: 60 Manufacturer: Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (Ibs. /type): 550# I -II Fine Agg. (Ibs): 1237# Coarse Agg. (lbs/size): 1943# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 110# Water (lbs or gal): 250# Admixtures (specify): 26.4 oz. WRDA -64 Cubic Water : : Slump Yards Added C143 10 15 gal. 4" %:. C 231 N/A REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sq.ln.) . Weight (Lbs.) (psi) (other than cone) 1 8/5/05 7 6x12 28.12 29.81# 127,690 4540 2 8/26/05 28 6x12 28.24 29.84# 165,730 5870 3 8/26/05 28 6x12 28.24 29.70# 175,880 6230 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: 32395 Permit Number: Chinn Construction LLC PO Box 2137, Redmond Ted Christie Conc. Temp C 1064 76 °F Ambient Truck Temp No. 76 °F 409 Air % Range: initial Curing Temp: ASTM C1231 x D05 -012 Excluding ASTM C31 - 10.1.2 se ; Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) Ticket No: • 545433 Z Q : J U O 0 N D J • = H N LL WD 2 g Q d I W Z = I— 0 ZI- 2 uj U � N 0 W 2U u-O di 0 Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: 05 -455 Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 7/29/2005 Description /Location: Footing for wall #17 at the administration building. Resteel verified: Yes Resteel Placement Data Supplier: Stoneway Mix Number: 4356 4" .45 N/A 74 Line Pump Yes Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C.31 Cast Samples: 1 -4 Time Made 2:55 Weather: Clear Date Samples Picked Up: 7/30/2005 Other Test Methods / Standards Used: 4* *Discarded Tested in general accordance to: ASTM C39 Copies to: X Client Architect X Engineer Contractor X Building Dept. X Batch Plant grade: Cubic Yards 30 CONCRETE REPORT Report Number: Client: Address: Inspector: Water . Slump Air Added C143 C 231 24 gal. 4" N/A Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: 32396 Permit Number: Chinn Construction LLC PO Box 2137, Redmond Ted Christie 60 Manufacturer: Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs. /type): 400# Ashgrove Type I /II Fine Agg. (Ibs): 1455# Coarse Agg. (lbs/size): 1901# %" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 100# Water (Ibs or gal): 225# Admixtures (specify): 30 oz. WRDA -64 Conc. Temp C 1064 79 °F Slump Range: Air % Range: Ambient Temp 80 °F Initial Curing Temp: Truck No. 440 D05 -012 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) si 1 8/5/05 7 6x12 28.12 . 29.57# 98,570 3510 2 8/26/05 28 6x12 28.24 29.56# 139,510 4940 3 8/26/05 28 6x12 28.24 29.62# 138,850 4920 x ASTM C109 ASTM C617 ASTM C1231 x Type of Fracture (other than cone) . ter • H /sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADM/N -62 -02 (Rev 04/04) Ticket No. 545553 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 05-455 Project: Address: Date: Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 8/1/2005 Resteel verified: Yes Placement Data Supplier: Stoneway Mix Number: 4350 Slump Spec: 5" W/C Ratio Spec: 0.52 Air Spec: N/A Total Yards: 32 • Placed Via: Line Pump Consolidated: Yes Required Strength (psi): 2500 Sampling and Testing Data ASTM C172; C Cast Samples: 1-4 Copies to: X Client Architect X Engineer Resteel gr Made '.. 8:00 Weather: Cloudy Date Samples Picked Up: 8/2/2005 Other Test Methods / Standards Used: 4* *Discarded Tested in general accordance to: ASTM C39 Contractor X Building Dept. X Batch Plant rade: Cubic Yards 11 CONCRETE REPORT Report Number: 24786 Client: Address: Inspector: Description /Location: On site to inspect upper level slab on grade Slump Range: Initial Curing Method: Excluding ASTM 01 - 12.1.5 Comments Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Chinn Construction LLC PO Box 2137, Redmond Dusty Johnson Water Slump. Air % Conc. Temp Added C143 C 231 C 1064 4" N/A 83 °F Permit Number: 60 Manufacturer: Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (Ibs. /type): 400# I -II Fine Agg. (Ibs): 1485# Coarse Agg. (lbs/size): 1875# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 100# Water (Ibs or gal): 225# Admixtures (specify): 30 oz. WRDA -64 Ambient Temp 65 °F Air % Range: Initial Curing Temp: Truck No. 442 D05 -012 Ticket No. 545645 Excluding ASTM C31 -10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) fpl (other than cone) 1 8/8/05 7 6x12 28.27 • 29.67# 107,810 3810 2 8/29/05 28 6x12 28.14 29.63# 159,220 5660 3 8/29/05 28 6x12 28.14 29.59# 155,390 5520 x ASTM C109 ASTM C617 ASTM C1231 x Technical Responsibility: sen, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN - 62 - 02 (Rev 04/04) Z W 6 0 N D J H rn u_ WO g 11 N = W = Z � I— O Z U D O — O I- W w H 0 II O W Z • r H O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Specimen Test Number Date 1 8/9/05 2 8/30/05 3 8/30/05 4 8/30/05 Copies to: X Client Architect X Engineer 05 -455 Report Number: 33651 Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 8/2/2005 Description /Location: On si Resteel verified: Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: 5" W/C Ratio Spec: 0.52 Air Spec: N/A Total Yards: Placed Via: Bone Pump Consolidated: Yes vibrator Required Strength (psi): 4000 Sampling and. Testing Data ASTM C172,C31 Cast Samples: 1 -4 Weather: Partly cloudy -Clear Date Samples Picked Up: 8/3/2005 Other Test Methods / Standards Used: Tested in general accordance to: ASTM C39 x to to inspect administration plumbing pour back -west side shear wall -S.W. side footing. Resteel grade: Field Cure Time Made 2:00 Contractor X Building Dept. X Batch Plant CONCRETE REPORT Client: Address: Inspector: Manufacturer: Design ® Actual ❑ Cement (lbs. /type): 400 Fine Agg. (Ibs): 1455 Coarse Agg. (lbs/size): 1901# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 100 - Water (Ibs or gal): 250# Admixtures (specify): 30 oz. WRDA Cubic Water Slump Air % Yards Added . C143 C 231 10 24 gal. 5" N/A Slump Range:4 -5 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: Chinn Construction LLC PO Box 2137, Redmond Ross Bogle Age Size Area Max Load (Days) (in.) (Sq.ln.) Weight (Lbs.) 7 6x12 28.28 29.65# 78,180 28 6x12 28.31 29.71# 118,740 28 6x12 28.31 29.56# 110,440 28 6x12 28.31 29.53# 113,320 ASTM C109 ASTM C617 Permit Number: Batch Weights /Cubic Yard Conc..Temp Ambient Truck C 1064 Temp No. 426 Air % Range: Initial Curing Temp: ASTM C1231 x D05 -012 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM1N -62 -02 (Rev 04/04) Ticket No. 546269 Excluding ASTM C31 - 10.1.2 Strength Type of Fracture (psi) (other than cone) 2760 4190 3900 4000 H sent Manager :.&: i. � J..�➢:.3GS�A1�2WM.1.'eG'uN�� �I�++tt. 07T0 ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Cendant Car Rental 15820 Tukwila International Blvd, Tukwila 8/17/2005 Resteel verified: Yes Resteel Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: 4" W/C Ratio Spec: 0.49 Air Spec: N/A Total Yards: 55 Placed Via: Line pump Consolidated: Yes Required Strength (psi): 2500 Sampling:and Testing Data ASTM C172, :C 31 Cast Samples: 1-4 05 -455 Report Number: 32461 Time Made 7:35 Weather: Interior Slump Range:4 -5 4" +/- 1" Date Samples Picked Up: 8/18/2005 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments Other Test Methods I Standards Used: Specimen Number 1 Copies to: X Client Architect X Engineer Test Field Date Cure 8/24/05 Contractor X Building Dept. X Batch Plant grade: Age (Days) 7 Cubic Yards 12 CONCRETE REPORT Water Added 15 gal. Client: Address: Inspector: Slump C143 4" COMPRESSIVE TEST RESULTS Technical Responsibility: Chinn Construction LLC PO Box 2137, Redmond Rick Hardy Description /Location: Slab on compacted fill, north, grids 12 to 16/M to 0, infills at grids O& 16. Slab on compacted fill, maintenance, grids S to T /10 to 16, infills break room, women's room, janitors' rooms. 60/420 Manufacturer: Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs. /type): 400# Type I /II Fine Agg. (Ibs): 1455# Coarse Agg. (lbs/size): 1901# 3/4" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 100# Water (Ibs or gal): 225# Admixtures (specify): 30 oz. WRDA -64 Air .% C231 N/A Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Conc. Temp C 1064' 69 ° F REINFORCING / PLACEMENT: Conforms X Does Not Conform Size Area Max Load (In.) (Sa.ln.) Weight (Lbs.) 6x12 28.23 29.50# 82,810 Permit Number: Air % Range: Initial Curing Temp: Ambient Truck Temp No. 63 °F 450 Strength Type of Fracture si (other than cone) 2930 ASTM C1231 x ter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 02 (Rev 04/04) D05 - 012 Ticket No. 551566 Excluding ASTM C31 - 10.1.2 Y MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 6 Date: Weather: Inspection: Sample(s): NVO O E5304 VCI 9.3 . • ' I.• i'i':P:';Y, :':(4f '1( .: ••its AVIS RENTAL CAR TUKWILA 1\ M MV MEND 15820 International Boulevard, D04 -402 (City of Tukwila) Cendant Car Rental Blunk Demattei & Associates Pacific Eng. Design Chinn Construction 8/3/05 Sunny /Hot Soils N/A Tukwila, WA S'itN-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 Arrived onsite for soils compaction testing on the (native) (onsite fill) brown silty sand with gravel. This was accomplished in the backfilling of the parking lot area on the north side of the Admin. building. Upon arrival contractor began completing the small area on the north end of the parking area form 8 -2 -05. He began at 3' below grade, backfilling with a bulldozer, with no more than 6" lifts of material, and compacted using a 20 -ton sheep's foot vibratory roller. The geo- engineer and MTE monitored the backfilling and compaction of the material. Several compaction tests were obtained using the nuclear density gauge, type 3440 model, and this as a preliminary inspection waiting for the results of the Proctor sample obtained on 8 -2 -05. Contractor and geo- engineer were informed of all testing results. Approximately 1 -1/2 hours used during the day by the owner of Miketo comparing the sheep's foot vibratory roller testing results with the regular vibratory roller testing results using the nuclear density gauge. Contractor completed backfilling and compaction to grade at location mentioned above and was waiting on final surveying and grading. NONCONFORMING CONDITIONS NOTE: Results of laboratory density tests completed after the field work indicate failing field density tests. See attached Field Density Test Report for details. REVIEWED BY: Timothy eckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Dan Quehl Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /o Wet Density Dry Density Moisture Content % Compaction % Pkg Lot Area on N Side of Admin Bldg (Approx.) 1 55' W & 160' N of NW cnr of bldg 2 -1/2' btw gd 120.2 10.8 134.5 117.9 14.1 98 (Native) (onsite) Brwn Slty Snd w/ Gvl 2 55' W & 125' N of NW cnr of bldg 2' blw gd n 134.6 117.0 15.0 97 " 3 45' W & 130' N of NW cnr of bldg at gd " ir, 131.0 114.9 14.0 96 " 4 55' W of exstg MH over 12" PVC strm drn 1' blw gd " " 134.2 124.1 8.1 100 " 5 20' N & 15' E of NE cnr of bldg at gd 128.0 111.4 14.9 93 " 6 25' N of NE cnr of bldg at gd 118.1 106.4 11.0 88 " 7 40' N & 55' W of NE cnr of bldg at gd " " 126.8 112.9 12.4 94 " 8 20' N & 36' E of NW cnr of bldg at gd II II 120.7 107.9 11.8 90 " 9 65' N & 55' E of NW cnr of bldg at gd " 126.2 110.3 14.5 92 " 10 70' N & 100' E of NW cnr of bldg at gd " 127.8 114.8 11.3 96 If 11 20' W of exstg MH, E side of pkg lot at gd " 131.7 113.6 15.7 94 " 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 Comments: TESTING ENGINEERS, INC Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: 1 bulldozer Type and Number of Compaction units: 1 20 -tn sheep's foot vib roller No. of Passes: 3-4 Thickness of lift: 6" Method of Adding Moisture: 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 Project: MTE Project #: Permit #: Inspector: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page: 1 of 1 Avis Rental Car Tukwila E5304 Date: 8 -2 -05 D04 -402 D Quehl 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: 5, 6, 7, 8, 11 Fill test meets specifications Contractor Advised Full -time observation ❑ Part-time observation Quality Control Sample:Test No.: 10 Dry Density: 114.6 Moisture %: 11.1 MTE Form #113. Rev 4,4/02 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 5 Date: Weather: Inspection: Sample(s): E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA D04 -402 (City of Tukwila) Cendant Car Rental Blunk Demattei & Associates Pacific Eng. Design Chinn Construction 8/2/05 Sunny /Hot Soils 1 Proctor Sample _ 4 REVIEWED BY: Timothy eckerle, P.E. cc: J, Keith Cross, P.E. -J, Keith Cross, Geotechnical Engineer RECel' AuG 3 2 fJEVE OPME T INSPECTOR: Dan Quehl 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 for soils compaction testing on the (native) brown silty sand. This was accomplished in the backfilling of the NW parking lot area. Contractor backfilled using a bulldozer with no more than 6" lifts of material and compacted using a 20 -ton sheep's foot vibratory roller. The geo- engineer and MTE monitored the backfilling and compaction of the material throughout the day. Several compaction tests were obtained using the nuclear density gauge, type 3440 model, and a lab density of 130.6 at 7.3% optimum moisture. Tests #1 -11 (obtained from our lab) obtained 95% minimum required compaction after recompacting and retesting. The geo- engineer and MTE noticed a change in the material indicated by tests #12 -14. A Proctor sample was obtained as requested by the geo- engineer and this was a preliminary inspection for tests #12 -14 waiting for the results of the Proctor sample MTE obtained today. See the attached Field Density Test Report for all results and locations. Contractor, at the end of the day, has yet to complete a small area on the north end of the parking area. This area was backfilled and compacted to approximately 3' below grade. NOTE: Results of laboratory testing completed after the field work indicate passing results for test #12 -14. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. z i � W re 2 UQ CO CO WI J = f N u_ W O g u..a d z = o w ~ w 2 • o U O 92 ❑ t— w O w z o O / z --^ Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /o Wet Density Dry Density Moisture o Content /o Compaction NW Parking Lot Area (Approx.) 1 50' W & 75' N of NW cnr of bldg 4' blw gd 130.6 7.3 135.5 122.6 10.6 94 (Native) Brown Silty Sand 2 50' W of the NW cnr of bldg 3 -1/2' blw gd II II 134.7 122.2 10.2 94 " 3 55' W & 110' N of NW cnr of bldg 3 -1/2' blw gd " II 136.3 122.8 11.0 94 " 4 40' W & 15' N of NW cnr of bldg 3' blw gd 135.3 123.6 9.5 95 " 5 40' W & 100' N of NW cnr of bldg 3' blw gd 135.8 123.6 9.8 95 " 6 45' W of NW cnr of bldg 2 -1/2' blw gd " n 136.1 124.9 9.0 96 " 7 Retest on Test #1 4' blw gd " 138.6 123.6 12.1 95 " 8 Retest on Test #2 3 -1/2' blw gd 137.9 127.4 8.2 98 " 9 Retest on Test #3 3 -1/2' blw gd " 135.2 123.9 9.1 95 " 10 40' W & 50' N of NW cnr of bldg 2' blw gd " u 138.6 124.6 11.2 95 " 11 45' W & 15' S of NW cnr of bldg 1 -1/2' blw gd " II 137.6 123.6 11.3 95 " 12 40' W & 170' N of NW cnr of bldg 3' blw gd 120.2 10.8 129.1 114.4 12.9 95 Native (onsite fill) Brown Sand w/ GM 13 40' W & 130' N of NW cnr of bldg 3' blw gd 131.1 116.4 12.6 97 14 15' W & 130' N of NW cnr of bldg 3' blw gd 132.7 121.2 9.2 100 " 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 95% Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: 1 bulldozer Type and Number of Compaction units: 1 20 -tn sheep's foot vib roller No. of Passes: 3-4 Thickness of lift: 6" Method of Adding Moisture: Comments: FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Project: MTE Project #: Permit #: Inspector: #1 thru 11 t- Page: 1 of 1 Avis Rental Car Tukwila E5304 Date: 8 -2 -05 +` 004 -402 D Quehl 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: Fill test meets specifications Contractor Advised Full -time observation ❑ Part -time observation Quality Control Sample:Test No.: 4 Dry Density: 123.9 Moisture %: 9.3 MTE Form #113, Rev 4, 4102 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. RE MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): Preliminary Inspection Date: Weather: Inspection: Sample(s): Preliminary Inspection REVIEWED BY: I E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA (onsite) (City of Tukwila) 7/22/05 Overcast Soil Sample Pickup (2) Buckets of Soil for Proctor Onsite for soil sample pickup for materials being used for fill. Spoke with Randall Martin (Chinn) and walked the site. He mentioned and pointed out which material was in need of Proctor. Obtained two buckets of native silty -sand with some gravel, took back to lab, and logged in. this material needs a D1557 Proctor performed. 7/25/05 Sunny Info Moisture Tests, Sample Pickup (2) Buckets (brown silty -sand w/ gravel & some oversize) Onsite for soil compaction testing. Met with Keith Cross, geo onsite. He told me that they were not ready for compaction today, but wanted some information moisture readings on backfill materials. Mr. Cross then decided he wanted another Proctor performed on a stockpile of materials removed from the excavated footing. Obtained two buckets of native brown silty -sand with gravel and some oversize to have a D1557 Proctor performed. Took sample back to lab and logged in. Timothy G. ckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer CEIVED AUG 12 2005 DEVELOPMENT INSPECTOR: Chris Edwards INSPECTOR: Chris Edwards 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 No.: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Sample(s): E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA (onsite) (City of Tukwila) 7/26105 Sunny Soils Compaction 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 Onsite for soils compaction on backfill being placed behind a 3- day -old retaining wall. Material placed was onsite material about 6" from finish grade. Contractor then used Type 17 crushed rock and filed the last 6" of fill to finish grade. Took a total of 24 density tests on columns #3 -7. Please see attached Field Density Test Report for results. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Timothy . eckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Chris Edwards Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density o OM % C Wet Dens Dry Dens Moisture Content % Compaction % 1 Backfill Ret'g Wall Btwn Cols. #6, 7 1st Lift 130.5 9.5 135.2 125.9 7.4 96.4 Client Supplied Native Brown Silty-Sand w/ Gravel (Test Report #1974) 2 " " 135.6 125.2 8.3 95.9 3 Backfill Ret'g Wall Btwn Cols. #5, 6 " 132.0 124.3 6.2 95.2 4 134.9 125.1 7.8 95.9 5 Backfill Ret'g Wall Btwn Cols. #4, 5 II tf " 135.6 126.0 7.6 96.5 6 " " " 133.9 125.8 6.4 96.3 7 Backfill Ret Wall Btwn Cols. #3, 4 It If " 133.2 125.9 5.8 96.4 8 " 133.7 125.3 6.7 96.0 9 Backfill Btwn Cols. #6, 7 2nd Lift " 135.6 126.5 7.2 96.9 10 " " 134.6 124.2 8.4 95.1 11 Backfill Btwn Cols. #5, 6 " " 136.5 125.0 9.2 95.8 12 " 135.9 124.1 9.5 95.1 13 Backfill Btwn Cols. #4, 5 " " " 133.5 126.1 5.9 96.6 14 " II II II 134.2 125.5 6.9 96.1 15 Backfill Btwn Cols. #3, 4 If II II 133.9 125.3 6.8 96.0 16 131.6 124.9 5.4 95.7 =:x 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: 1 -Fnt -end Ldr, 1- Bobcat Type and Number of Compaction units: 1- Ho -Pac No. of Passes: 2 Thickness of lift: 12" Method of Adding Moisture: None Comments: Two tests taken at each location after gauge moved 90 degrees. es 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 95% FIELD DENSITY TEST REPORT ASTM D 292? / D 3017 es Project: MTE Project #: Permit #: Inspector: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page: 1 of 2 Avis Rental Car Tukwila E5304 Date: 7 -26 -051 (onsite) C Edwards MTE Nuclear Gauge #: 18 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 observation Quality Control Sample:Test Nos.: 6, 14 Dry Density: 125.8, 125.5 Moisture %: 6.4, 6.9 MTE Form #113. Rev 4.4/02 Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /' Wet Dens Dry Density Moisture Content % Compaction ° /o 17 Backfill Btwn Cols. #6, 7 Final Lift 134.5 9.5 136.5 130.9 4.3 97.3 Client Supplied Import Olive Gray Type 17 (Test Rpt #1985) 18 " 135.1 130.6 3.4 97.1 19 Backfill Btwn Cols. #5, 6 136.2 131.9 3.3 98.1 20 134.1 129.8 3.3 96.5 21 Backfill Btwn Cols. #4, 5 132.4 127.7 3.7 95.0 22 " 133.9 129.6 3.3 96.4 23 Backfill Btwn Cols. #3, 4 " 24 ,, It " II r: 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: 1 -Fnt -end Ldr, 1- Bobcat Type and Number of Compaction units: 1- Ho -Pac No. of Passes: 2 Thickness of lift: -6" 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 Method of Adding Moisture: None 95% Comments: Two tests taken at each location after gauge rotated 90 degrees. 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: l0 In our opinion, fill generally meets specifications as indicated by test numbers: Fill test meets specifications Contractor Advised Full -time observation Project: MTE Project #: Permit #: Inspector: ❑ Part-time observation Quality Control Sample:Test No.:_Dry Density:_ Moisture %: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page: 2 of 2 Avis Rental Car Tukwila E5304 Date: 7 -26 -05 r (onsite) C Edwards MTE Nuclear Gauge #: 18 MTE Form #113, Rev 4, 4/02 c - -- "-"'°`•y MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 3 Date: Weather: Inspection: Sample(s): REVIEWED BY: E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA (onsite) (City of Tukwila) 7/27/05 Sunny Soil Compaction N/A Onsite for compaction on backfill being placed between columns #2 and 3 behind retaining wall. Was told that they had to wait until city inspector came to inspect plumbing, so was put on standby. At approximately 3:45 p.m. compaction started and at 4:30 was able to take first test on subgrade backfill. Took a total of 6 tests on 3 lifts. Left site at 5:30 p.m. See attached Field Density Test Report for details. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. i r Timothy G. eckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Chris Edwards 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 z � W Ix 2 6 U 00 N D J • = U) w w 2 g CO a = z I - � z I- w U � O c o i- tu I— LL z ui U = z Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /o Wet Density Dry Density Moisture Content % Compaction ° /o 1 Ret'g Wall Backfill Btwn Cols 2, 3 1st Lift 130.6 7.3 137.8 125.8 9.5 96.3 Native Brown Silty -Sand 2 130.6 7.3 139.4 126.4 10.3 96.8 Native Brown Silty -Sand 3 2nd Lift 134.5 9.5 134.9 128.7 4.8 95.7 Import Type 17 4 3rd Lift 134.5 9.5 135.0 129.9 3.9 96.6 Import Type 17 5 134.5 9.5 132.6 127.3 4.2 95.0 Import Type 17 6 134.5 9.5 132.6 127.7 3.9 95.0 Import Type 17 II 1 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 Specification Compaction and Material: ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Back Hoe, Bobcat (1 ea) Type and Number of Compaction units: Ho -Pac (1) No. of Passes: 2 Thickness of lift: 12" Method of Adding Moisture: None Comments: 95% 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: ❑ Fill test meets specifications ❑ Contractor Advised Full -time observation ❑ Part-time observation Quality Control Sample:Test No.: 3 Dry Density: 128.7 Moisture %: 4.8 MTE Form #113. Rev 4.4/02 ISI Project: Avis Rental Car Tukwila MTE Project #: E5304 Date: 7 -27 -05 Permit #: (onsite) Inspector: C Edwards MTE Nuclear Gauge #: 16 In our opinion, fill generally meets specifications as indicated by test numbers: 1 - 6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page: 1 of 1 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: Sample(s): 8/1/05 Overcast Soils Compaction N/A • E5304 AVIS RENTAL CAR TUKWILA 15820 International Boulevard, Tukwila, WA (onsite) (City of Tukwila) REVIEWED BY: Timothy ceckerle, P.E. cc: J. Keith Cross, P.E. -J. Keith Cross, Geotechnical Engineer INSPECTOR: Chris Edwards 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 and met with geo engineer, Keith Cross, and dirt crew foreman. Was informed by the foreman that they would not be ready for testing until tomorrow. OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIV CONSTRUCTION INSPECTION REPORT Report Number: 28836 NJ UL 1 1 4 205. 00 o gr of g Description: Site Testing . , Project: Cendant Car Rental Permit Number: Address: 15820 Tukwila International Blvd, Tukwila Job Number 05-455 , . Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks .y; Isaac Ruoff Arrived on site for soil compaction testing and proctor pick up. Upon arrival on site geotech of record 7/5/2005 was on site to evaluate footing conditions. After the geotech examined the footings they were deemed not ready for in place density testing. Two (2) proctors were obtained as per the geotech. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 138 133 128 a c m 0 123 118 113 RECEIVED MOISTURE DENSITY TEST REPORT 0 4110 2005 ZAV SpG 2.70 4 6 8 10 12 Water content, % 14 TESTING DATA 16 Test Specification: ASTM D 1557 -00 Method C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 56 Mold Size .075 cu.ft. Test Performed on Material Passing 3/4 in. Sieve NM 6.1 LL NT P1 NT Sp.G. (ASTM D 854) Estimate % >3/4 in. 15.8 % <No.200 17.4 USCS SM AASHTO A - 2 Date Sampled Date Tested Tested By J. Payseno Jr. 7/5/2005 7/6/2005 ROCK CORRECTED TEST RESULTS Maximum dry density = 130.5 pcf Optimum moisture = 9.5 % UNCORRECTED 126.0 pcf 11.0 % Project No. 05-455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Location: Native stockpile - East side of bowling alley MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1974: Brown native USCS:Silty sand with gravel Remarks: Checked by: W. Hansen Title: Project Manager 1 2 3 4 5 6 WM + WS 10800.0 11111.0 11229.0 11155.0 WM 6456.0 6456.0 6456.0 6456.0 WW +T#1 599.70 581.20 641.40 675.90 WD +T81 559.60 530.50 574.90 594.20 TARE81 0.00 0.00 0.00 0.00 WW + T 82 WD + T #2 TARE 82 MOISTURE 6.2 8.2 9.9 11.8 DRY DENSITY 124.3 129.6 130.3 126.4 138 133 128 a c m 0 123 118 113 RECEIVED MOISTURE DENSITY TEST REPORT 0 4110 2005 ZAV SpG 2.70 4 6 8 10 12 Water content, % 14 TESTING DATA 16 Test Specification: ASTM D 1557 -00 Method C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 56 Mold Size .075 cu.ft. Test Performed on Material Passing 3/4 in. Sieve NM 6.1 LL NT P1 NT Sp.G. (ASTM D 854) Estimate % >3/4 in. 15.8 % <No.200 17.4 USCS SM AASHTO A - 2 Date Sampled Date Tested Tested By J. Payseno Jr. 7/5/2005 7/6/2005 ROCK CORRECTED TEST RESULTS Maximum dry density = 130.5 pcf Optimum moisture = 9.5 % UNCORRECTED 126.0 pcf 11.0 % Project No. 05-455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Location: Native stockpile - East side of bowling alley MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1974: Brown native USCS:Silty sand with gravel Remarks: Checked by: W. Hansen Title: Project Manager SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) 2.5 in. 100.0 0.0 25.1 2 in. 87.4 17.4 1.25 in. 87.4 1 in. 86.2 .75 in. 84.2 .625 in. 82.8 .50 in. 80.7 .375 in. 78.8 .25 in. 76.4 #4 74.9 #10 70.5 #1Q0 22.8 #200 17.4 I % COBBLES % GRAVEL % SAND % SILT % CLAY 0.0 25.1 57.5 17.4 lin! ilk III HE MI II 1111116.1011111 1111 100 80 70 60 50 40 30 20 10 0 500 Particle Size Distribution Report - ASTM D 422 silk, 4 ;1705 N g $ ° x : D EVZ opM T 100 (no specification provided) 1 Sample No.: 1974 Source • f Sample: Location: Native stockpile $ sid o owling alley Checked By: W. Hansen OTTO ROSE AU & ASSOCIATES. INC. GRAIN SIZE - mm Project Manager 0.1 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac Project No: 05 -455 Fr 0.01 Soll Description Sample #1974: Brown native USCS:Silty sand with gravel Atterberq Limits (ASTM D 4318) PL= NT LL= NT PI= NT Classification USCS= SM AASHTO= A- 2-4(0) Coefficients D85= 21.3 D60= 0.526 D50= 0.359 D30= 0.199 D15 D10= C C Date Tested: 7/6/2005 Tested By: E. Moser Remarks Natural Moisture: ASTM D2216 Classification: ASTM D2487 Date Sampled: 7/5/2005 Elev. /Depth: i• v. M; 4? '.• ?N *7:t'n, ?tY3'i`.S %6tri'+lf+4 u'?!M w 0.001 rr • c 0 135 130 '>33 a 125 0 120 115 110 ZAV SpG 2.65 2.5 5.0 7.5 10.0 12.5 Water content, % 15.0 TESTING DATA 17.5 Test Specification: ASTM D 1557 -00 Method A Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. five 25 Number of Layers Blows per Layer Mold Size .03333 cu.ft. Test Performed on Material Passing No.4 Sieve NM 8.8 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >No.4 13.9 % <No.200 28.3 USCS SM AASHTO A 2 - 4(0) Date Sampled Date Tested Tested By J. Reeder 7/5/2005 7/5/2005 ROCK CORRECTED TEST RESULTS Maximum dry density = 126.5 pcf Optimum moisture = 10.0 % UNCORRECTED 122.0 pcf 11.5 % Project No. 05-455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Location: Native Stockpile - West side of bowling alley MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1975: Brown native (stockpile) USCS:Silty sand Remarks: Checked by: W. Ha Title: Project Manage MOISTURE DENSITY TEST REPORT RECEIV Curve No?Ul' 1 4 244 1975 DEvELoPM Z 1 Z W tY 00 CD W 11.1 W tl co d = W Z �. H O Z I- 111 uj U O N • 1-- W W L- O W Z U = ~ Z 1 2 3 4 5 6 WM + WS 6113.0 6183.0 6168.0 5988.0 WM 4140.0 4140.0 4140.0 4140.0 WW + T #1 553.00 585.50 506.00 535.70 WD +T #1 505.30 526.10 443.40 504.80 TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WD + T #2 TARE #2 MOISTURE 8.3 9.9 12.3 5.4 DRY DENSITY 124.4 126.5 122.9 120.6 • c 0 135 130 '>33 a 125 0 120 115 110 ZAV SpG 2.65 2.5 5.0 7.5 10.0 12.5 Water content, % 15.0 TESTING DATA 17.5 Test Specification: ASTM D 1557 -00 Method A Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. five 25 Number of Layers Blows per Layer Mold Size .03333 cu.ft. Test Performed on Material Passing No.4 Sieve NM 8.8 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >No.4 13.9 % <No.200 28.3 USCS SM AASHTO A 2 - 4(0) Date Sampled Date Tested Tested By J. Reeder 7/5/2005 7/5/2005 ROCK CORRECTED TEST RESULTS Maximum dry density = 126.5 pcf Optimum moisture = 10.0 % UNCORRECTED 122.0 pcf 11.5 % Project No. 05-455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Location: Native Stockpile - West side of bowling alley MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1975: Brown native (stockpile) USCS:Silty sand Remarks: Checked by: W. Ha Title: Project Manage MOISTURE DENSITY TEST REPORT RECEIV Curve No?Ul' 1 4 244 1975 DEvELoPM Z 1 Z W tY 00 CD W 11.1 W tl co d = W Z �. H O Z I- 111 uj U O N • 1-- W W L- O W Z U = ~ Z SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X =NO) 2.5 in. 100.0 I 0.0 2 in. 100.0 28.3 1.25 in. 97.2 1 in. 95.7 .75 in. 94.2 .625 in. 93.0 .50 in. 91.7 .375 in. 90.8 .25 in. 88.1 #4 86.1 #10 79.7 #40 64.7 #1Q0 36.8 #200 28.3 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report - ASTM D 422 ' 4 Co st t s S D ��VN1 . l z 500 100 10 1 GRAIN SIZE - mm (no specification provided) Sample No.: 1975 Source of Sample: Location: Native Stockpile of bowling ll Checked By: W. Hansen p e: Project Manager 01 0.01 Date Sampled: 7/5/2005 Elev. /Depth: 0.001 Soil Description Sample #1975: Brown native (stockpile) USCS:Silty sand Atterbera Limits (ASTM D 4318) PL= NT LL= NT PI= NT Classification AASHTO= A- 2-4(0) Coefficients D85= 4.09 D60= 0.352 D30= 0.0912 D15= Cu C Date Tested: 7/6/2005 Tested By: J. Reeder Remarks Natural Moisture: ASTM D2216 Classification: ASTM D2487 U S D50= 0.249 0 10 = e ;' est i g 1. OTTO ROS � ' A & ASSOCIATES, INC. Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac Project No: 05 -455 ' `2Y WIT � �j�P� ?+t?`ih`9 !FM R' " ?41 % COBBLES % GRAVEL % SAND % SILT % CLAY I 0.0 13.9 57.8 28.3 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report - ASTM D 422 ' 4 Co st t s S D ��VN1 . l z 500 100 10 1 GRAIN SIZE - mm (no specification provided) Sample No.: 1975 Source of Sample: Location: Native Stockpile of bowling ll Checked By: W. Hansen p e: Project Manager 01 0.01 Date Sampled: 7/5/2005 Elev. /Depth: 0.001 Soil Description Sample #1975: Brown native (stockpile) USCS:Silty sand Atterbera Limits (ASTM D 4318) PL= NT LL= NT PI= NT Classification AASHTO= A- 2-4(0) Coefficients D85= 4.09 D60= 0.352 D30= 0.0912 D15= Cu C Date Tested: 7/6/2005 Tested By: J. Reeder Remarks Natural Moisture: ASTM D2216 Classification: ASTM D2487 U S D50= 0.249 0 10 = e ;' est i g 1. OTTO ROS � ' A & ASSOCIATES, INC. Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac Project No: 05 -455 ' `2Y WIT � �j�P� ?+t?`ih`9 !FM R' " ?41 -- _ EP*! 3fi' k9; Y$ 1'?;.. w+ 1,* Ir.' rr. T,,.',^ r?r='•' x ... M ...,. emf' tr. R.!< Yr,'+ �a' rr�. iW: xiNSMtcdRSVMn, rr! ta.; ��N •- �HV•in� »•crs:.,, > .:..r� „, 148 146 it 144 a U) c a) . 142 140 138 2 4 MOISTURE DENSITY TEST REPORT 1U1 y o IoM 20 0 ZAV SpG 3.00 6 8 10 Water content, % 12 TESTING DATA 14 Test Specification: ASTM D 1557 -00 Method B Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 25 Mold Size .03333 cu.ft. Test Performed on Material Passing 3/8 in. Sieve NM 4.8 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >318 in. 9.6 % No.200 10.0 USCS SP - SM AASHTO A - 1 - a Date Sampled 6/22/2005 Date Tested 6/24/2005 Tested By J. Payseno Jr. ROCK CORRECTED TEST RESULTS Maximum dry density = 146.0 pcf Optimum moisture = 6.5 % UNCORRECTED 144.5 pcf 7.0 % Project No. 05 -219 Client: Rehabitat Northwest Project: 13534 Macadam Road, Tukwila • Location: On Site Stockpile MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Curve No.< p4i� ` 1944 FNr Material Description Sample 1944: Gray 5/8" crushed USCS:Poorly graded sand with silt and gravel Remarks: Test Equipment ID: 5 Checked by: W. Hanse Title: Project Manager 1 2 3 4 5 6 WM + WS 6457.0 6488.0 6479.0 6387.0 WM 4141.0 4141.0 4141.0 4141.0 WW +T #1 744.50 669.90 587.60 618.00 WD +T #1 698.50 619.00 530.70 590.80 TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WD +T #2 TARE #2 MOISTURE 6.1 7.6 9.8 4.3 DRY DENSITY 196.0 145.8. 142.3 144.5 -- _ EP*! 3fi' k9; Y$ 1'?;.. w+ 1,* Ir.' rr. T,,.',^ r?r='•' x ... M ...,. emf' tr. R.!< Yr,'+ �a' rr�. iW: xiNSMtcdRSVMn, rr! ta.; ��N •- �HV•in� »•crs:.,, > .:..r� „, 148 146 it 144 a U) c a) . 142 140 138 2 4 MOISTURE DENSITY TEST REPORT 1U1 y o IoM 20 0 ZAV SpG 3.00 6 8 10 Water content, % 12 TESTING DATA 14 Test Specification: ASTM D 1557 -00 Method B Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 25 Mold Size .03333 cu.ft. Test Performed on Material Passing 3/8 in. Sieve NM 4.8 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >318 in. 9.6 % No.200 10.0 USCS SP - SM AASHTO A - 1 - a Date Sampled 6/22/2005 Date Tested 6/24/2005 Tested By J. Payseno Jr. ROCK CORRECTED TEST RESULTS Maximum dry density = 146.0 pcf Optimum moisture = 6.5 % UNCORRECTED 144.5 pcf 7.0 % Project No. 05 -219 Client: Rehabitat Northwest Project: 13534 Macadam Road, Tukwila • Location: On Site Stockpile MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Curve No.< p4i� ` 1944 FNr Material Description Sample 1944: Gray 5/8" crushed USCS:Poorly graded sand with silt and gravel Remarks: Test Equipment ID: 5 Checked by: W. Hanse Title: Project Manager Particle Size m Distribution Report c C ii - ASTM D 422 ' JUL I/ rR »» C D C 100 90 80 70 W 60 Z LL I- Z 50 W Ce W 40 30 10 0 1-___._ r t I I Specification: WSDOT CSTC 9.03.9 I i, � \\\\sN\ I I i `� �:: � I ! ,` � � i l : . I , ,,,, i 20 t I I •,\ I [ J I I I I y 500 100 10 1 01 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND % SILT I % CLAY 0.0 42.6 47.4 10.0 , SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) Soil Description Sample 1944: Gray 5/8" crushed USCS:Poorly graded sand with silt and gravel Atterbern Limits (ASTM D 4318) 2 in. 1.25 in. 1 in. .75 in. .625 in. 50 in. .375 in. .25 in. #4 #10 #40 #100 #2Q0 100.0 100.0 100.0 100.0 100.0 98.4 90.4 68.3 57.4 36.9 20.1 13.4 10.0 100.0 -100.0 55.0 - 75.0 8.0 - 24.0 0.0 - 10.0 PL= NT LL= NT PI= NT Classification USCS= SP -SM AASHTO= A -I -a Coefficients D85= 8.55 D60= 5.16 050= 3.66 030= 1.26 D15= 0.198 010= 0.0750 C 68.74 C 4.10 Date Tested: 6/24/2005 Tested By: J. Payseno Jr. Remarks Test Equipment ID: 5 Natural Moisture: ASTM D2216 Classification: ASTM D2487 * WSDOT CSTC 9- 03.9(3) . Ie: Date Sampled: 6/22/2005 Location: On Site Stockp - Elev. /Depth: Sample No.: 1944 Sourc . ,. S : � � Checked By: W. Hansen i itle: Project Manager OTTO ROSE AU & ASSOCIATES, INC. Client: Rehabitat Northwest Project: 13534 Macadam Road, Tukwila Project No: 05 -219 4 2005' N MENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 28843 Description: Soil Compaction, Pick Up Soil Sample Project: Address: Client: Inspector and Date Isaac Ruoff 7/8/2005 CONSTRUCTION INSPECTION REPORT Cendant Car Rental 15820 Tukwila International Blvd, Tukwila Chinn Construction LLC Permit Number: Job Number: 05 -455 Client Address: PO Box 2137, Redmond Remarks ,JIJL, 0 2D05 bRommim Arrived on site for soil compaction testing and proctor pick up. Upon arrival on site geotech of record was on site to evaluate footing conditions. After the geotech examined the footings it was decided to over excavate and import type 17. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer al r ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN 100 - 01 (Rev 01/05) Z I - W 6 00 w= W O 2 J LL- Q to Z d F.. W . ' F- O Z F- ▪ D O N C3 I-- W W U H O .Ill Z N S2 5E O Z REUEIV MOISTURE DENSITY TEST REPORT , JUC,2 0 2005 143 Curve NO�y 1 Nil 1 I i IIi i I ZAV SpG 19 2.75 138 Test Specificatio AS D 1557 -00 Method C Modified Ov correction applied to each point III1Hi1 Pre Met H. 133 Ha Wt. 10 Ib. Ha Drop 18 in. Nu of Laye five Blows r La er 56 128 "„ �- '' ���� " . ■ •■� i � . Test Performed on Material �, Passing 3/4 in. Sieve 111 123111 111111 NM 5.2 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >314 in. 13.3 % <No.200 2.2 USCS SW AASHTO A - - 118 Date Sampled 7/8/2005 Date Tested 7/11/2005 Tested By J. Payseno Jr. 9 11 Water content, % 13 TESTING DATA 15 ROCK CORRECTED TEST RESULTS Maximum dry density = 134.5 pcf Optimum moisture = 9.5 % UNCORRECTED 131.0 pcf 10.5 % Project No. 05 -455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Source: Glacier Sample No.: 1985 MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1985: Olive gray type 17 (Stockpile on site) USCS:Well - graded sand with gravel Remarks: Checked by: W. Han Title: Project Manager 4 y�".. , ^Tr't:i,�t' >rg:r��w,<e�c�s�h.� yy. yP• :rr „ :rrki`;i" ° ..... 1 2 3 4 5 6 WM + WS 10944.0 11089.0 11400.0 11324.0 WM 6455.0 6455.0 6455.0 6455.0 WW +T #1 675.70 693.90 790.30 991.80 WD +T#1 636.30 641.40 713.70 885.10 TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WD + T #2 TARE #2 MOISTURE 5.5 7.3 9.5 10.6 DRY DENSITY 128.2 129.7 134.6 131.4 REUEIV MOISTURE DENSITY TEST REPORT , JUC,2 0 2005 143 Curve NO�y 1 Nil 1 I i IIi i I ZAV SpG 19 2.75 138 Test Specificatio AS D 1557 -00 Method C Modified Ov correction applied to each point III1Hi1 Pre Met H. 133 Ha Wt. 10 Ib. Ha Drop 18 in. Nu of Laye five Blows r La er 56 128 "„ �- '' ���� " . ■ •■� i � . Test Performed on Material �, Passing 3/4 in. Sieve 111 123111 111111 NM 5.2 LL NT PI NT Sp.G. (ASTM D 854) Estimate % >314 in. 13.3 % <No.200 2.2 USCS SW AASHTO A - - 118 Date Sampled 7/8/2005 Date Tested 7/11/2005 Tested By J. Payseno Jr. 9 11 Water content, % 13 TESTING DATA 15 ROCK CORRECTED TEST RESULTS Maximum dry density = 134.5 pcf Optimum moisture = 9.5 % UNCORRECTED 131.0 pcf 10.5 % Project No. 05 -455 Client: Chinn Construction Project: Cendant Car Rental 15820 Tukwila- International Blvd, Seatac • Source: Glacier Sample No.: 1985 MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1985: Olive gray type 17 (Stockpile on site) USCS:Well - graded sand with gravel Remarks: Checked by: W. Han Title: Project Manager 4 y�".. , ^Tr't:i,�t' >rg:r��w,<e�c�s�h.� yy. yP• :rr „ :rrki`;i" ° ..... VEP 2 005 e N7' Z = Z C 00 U) J = WO 2Q LLQ = I- MI Z = F- Z W 2 D o � W w . I- a. LLl Z = 0 Particle Size d Distribution Report - ASTM D 422 ��clEl ,JU 2 0 100 8 70 ws0 Z V- Z 50 W WC) LU a 40 30 20 10 0 ^' �\ i 1 1 I I ! i Spedhcation: Seattle ilg� ( ` \ OpgI ' " I � I I \ j 1 I r < j i 1 1 !' I � ;'', i I I I I R ;`, i ' I i j I i I -- J I 'S. `` . '\ ! I 1 1 1 `, ' { I f i • • 500 100 10 1 01 0.01 0.001 GRAIN SIZE - mm X COBBLES X GRAVEL % SAND I SILT % CLAY I 0.0 60.4 2.2 - _37.4 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) Soil Description Sample #1985: Olive gray type 17 (Stockpile on site) USCS:Well- graded sand with gravel Atterbera Limits (ASTM D 4318) O O O O .SS. =_.S.S �.S.SI --� �oo N h \.nMN • 100.0 100.0 197.7 97.7 8 800.3 .3 76.4 73.6 68.9 62.6 33.3 8.9 2.9 2.2 95 - 100 25 - 75 0 - 5 PL= NT LL= NT PI= NT Classification USCS= SW AASHTO= A -1 -a Coefficients D85= 18.3 D60= 4.34 D50= 3.22 D30= 1.79 D15= 0.818 D10= 0.490 C 8.86 C 1.50 Date Tested: 7/9/2005 Tested By: J. Reeder Remarks Test Equipment ID: 5 Natural Moisture: ASTM D2216 Classification: ASTM D2487 * Seattle Spec - Type 17 Sample No.: 1985 Sou f a ple: Glacier Date Sampled: 7/8/2005 Location: Elev./Depth: Checked By: W. Hansen .Te: Project Manager OTTO ROS & ASSOCIATES NAU INC Client: Chinn Construction Project: Cendant Car Rental 1 5820 Tukwia- International Blvd, Seatac Project No : 05 -455 VEP 2 005 e N7' Z = Z C 00 U) J = WO 2Q LLQ = I- MI Z = F- Z W 2 D o � W w . I- a. LLl Z = 0 XI Client I Permit #:1D04315- Contractor � J l JUL 2 0 2005' I f Architect X Building Department X Engineer Contractor: Rehabitat Northwest, Inc. Date: 6/28/2005 Job #: I 05 -219 1 I Report #:1 28827 I Permit #:1D04315- D04316 �e' � J l JUL 2 0 2005' Project: 13534, 13542, & 13546 Macadam Road South Project - Address: Architect: c OMMtUt Vjty A 13534, 13542, & 13546 Macadam Road South, Tukwila p Engineer: Visser Engineering, Inc. EW - 10p� Client: Rehabitat Northwest, Inc. Contractor: Rehabitat Northwest, Inc. Date: 6/28/2005 Inspector: Isaac Ruoff Lab Maximum Dry Densities Equipment Uncorrected Corrected ID G Soils I.D. Soil Description Dry Density Optimum Moisture Oversize % rock Dry Density Optimum Moisture ASTM Method Wet 43377 X1 0.86 1944 Gray 3/4" crushed 144.5 7.0% 146.0 6.5% D1557 -B H2O 9307 xl 1.02 Compaction Methods & Equip: Monitored Placement and Compaction I No Percent Compaction:Required 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Densit r�ASTM 145.8 Moisture % D3017 4.6 Dry Density_ 139.3 Max. Dry Density 146.0 % Comp. 95% Conforms Yes 1 41' South on new LP DT Subgrade N/A 1944 2 3 4 5 6 7 8 9 10 Comments: DT = Direct Transmission H.. NV310 SS31 S 31NV d 3H1 O 11 30110N SIH1 Nb 1N30111000 3H1 Al :30110N Hl 2�b+3 IN -PLACE DENSITY REPORT OF SOILS (ASTM D 2922 Technical Responsibility This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 • Form No.: ADMIN 78 - (Rev 06/02) 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 — Fax (206) 723 -2221 Otto Rosenau & Associates, Inc. REC Walter . Hansen, Project Manager w C T E N G I N E E R I N G "' r .,♦ P Structural Engineers via cOP PLLC • REVIEWED FOR CODE. COMPLIANCE STRUCTURAL CALCULATIONS For the ClrY R oFr /Fo Seismic Strengthening Mirp�R 2uu4 At cENrEn Cendant Car Rental Group Tenant Improvements 15820 Tukwila International Boulevard Tukwila, WA ARCHITECT: Blunk DeMattei Associates Architects 1555 Bayshore Highway, #300 Burlingame, CA 94010 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285-0618(F) D04 -402 c:4m /.n43.1_444.4:lii.:i. 4:04:4,0,aiM:t+�a �"I�V 9ki 4 `l' 1 A SHEET TITLE: CT PROJECT*: Step* 1. OCCUPANCY CATEGORY 2. SEISMIC USE GROUP 3. SEISMIC FACTOR 4. Site Class - Per Geo. Engr. 5. 0.2 Sec. Spectral Response 6. 1.0 Sec. Spectral Response 7. Site Coefficient (short period) 8. Site Coefficient (1.0 second) Su = F * S SMI =F„ SDs = 2/3 * SMs SD1 = 2/3 • Shit 9. Seismic Design Category 0.2s 10. Seismic Design Category 1.0s 11. Seismic Design Category 12. Special Reinf. Conc, Structural Walla 13. Response Modification Coef. 14. Overstrength Factor 15. Deflection Amplification Factor 16. Plan Structural Irregularities 17. Vertical Structural Irregularities 18. Permitted Procedure 2003 IBC SEISMIC OVERVIEW 04146 - CENDANT/TUKWILA - PLATE 1 TYPE = II S.U.G. = I 1.00 S.C. = D 2003 IBC SEISMIC OVERVIEW S 0.42 ZIP 98188 http: / /eain F 1.02 Fv = 1.58 Sus = 1.25 Sui = 0.66 SDs = 0.84 SD1 = 0.44 SDC = D SDC = D SDC = D R= 5.0 C 2.5 CD= 111.0 Yes la Equiv. Lateral Force 2003 IBC Table 1604.5 Table 1604.5 (a) Section 1616.2 Table 1604.5 Section 1615.1.5 Table 1615.1.1 Figure 1615(1) Figure 1615(2) (Or by ZIP code) t.cr.usos.gov /eq /html /z Table 1615.1.2(1) Table 1615.1.2(2) EQ 16-38 EQ 16 -39 EQ 16-40 EQ 16-41 Table 1616.3(1) Table 1616.3(2) Max. Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1616.5.1.1 - NO Table 1616.5.1.2 Page 1 ASCE T -02 Table 1 -1 Table 9.1.3 Table 9.1.4 Section 9.4.1.2 Table 9.4.1.2 Figure 9.4.1.1 (a) Figure 9.4.1.1 (b) (Or by ZIP code) ipcode.html Table 9.4.1.2.4a Table 9.4.1.2.4b EQ 9.4.1.2.4 -1 EQ 9.4.1.2.4 -2 EQ 9.4.1.2.5 -1 EQ 9.4.1.2.5 -2 Table 9.4.2.1a Table 9.4.2.1b Max. Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.3.2 Table 9.5.2.3.3 -- Table 9.5.2.5.1 SDS SDI = R= IE C = SD5 / (R/lE) Cs = SDI / (T C = 0.044 " SDS • IE 0.84 0.44 5.0 1.0 0.167 W 0.506 W 0.037 W h„ = x= G= T= k= CONTROLLING DESIGN BASE SHEAR = ASCE 7 -02 (EQ 9.5.5.2.1 -1) ASCE 7 -02 (EQ 9.5.5.2.1 -2) (MAX.) ASCE 7 -02 (EQ 9.5.5.2.1 -3) (MIN.) 18.00 (ft) 0.75 ASCE 7 -02 (Table 9.5.5.3.2) 0.020 ASCE 7 -02 (Table 9.5.5.3.2) 0.175 ASCE 7 -02 (EQ 9.5.5.2.1 -1) 1 ASCE 7 -02 (Section 9.5.5.4) 0.167 W Z Ce '~ W J U O O fn W • I N LL W O Q u. co I W Z I- O Z I- W U O N O F- W 111 • 0 • O LU Z O - O ~ Z C T E N G I N E E R I N G Project: Client: GGAiC SooS 1 R Fog. l eAJ ksALLs t r /20 2\ geFe ? l - cc; IF-IN.v r OTk MrTC4KTteD BUILDING WEIGHT AND BASE SHEARS W2 - BOWLING ALLEY /MAINT Area (SF) Unit Wt (PSF) Wi (K) W (K) V =.167W wood roof at bowling alley 21750 20.0 435 bowling alley end walls 2000 15.0 30 bowling alley end walls 2000 15.0 30 south masonry walls 3500 55.0 193 TI allowance 21750 10.0 218 905 905 151 C2 - THEATER/ADMIN Plate 1 - concrete roof slab/admin 17000 100.0 1700 theater wall 2200 115.0 253 wood roofs at theater additions 4500 20.0 90 TI allowance 21500 15.0 323 Ax = 23700 2366 2366 395 Plate 2 - concrete roof slab /maint 8700 100.0 870 TI allowance 8700 15.0 131 1001 1001 167 PARTS AND PORTIONS Structural Engineers PL L C Sds = 0.84 Ip = 1.0 Date: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: Page Number (206) 285-0618 .2 .(o. 4.2 4 2V/° G °r m5 ;.o 10 I L. i D1•4 max min Element ap Rp z/h Fp 9.6.1.3 -1 Fp 9.6.1.3 -2 Fp 9.6.1.3 -3 Braced Parapet 1 2.5 1 0.40 1.34 0.25 Walls 1 2.5 0.5 0.27 1.34 0.25 C T E N G I N E E R I N G Project: Client: IriztgrAPP 114 O Structural Engineers • e . 0(1. P L L C 1e D21 PLATE 1 17 000 SI EXP. J6INT PATE 2� 8 700 S ° iGL Q Date: (206) 285-4512 FAX: Page Number: (206) 285-0618 C : 5e A/2.5 '16 '15 P14 '13 •12 'II •10 P9 pr'r rAporzipr. ir r rend/ A" A‘ A AA AA A A.0.4 II III 02 ( •q ace• 180 Nickerson St. Suite 302 Seattle, WA 98109 z Z Ir e 00 co Ill J w =w H ZI- w U oI- w z U N 1— O~ z C1 Center of rigidity more than 20% of building width away from center of mass in N/S direction for Plate 1 Add Concrete Shear Wall 17 C2 Number of shear walls in each principal direction are less than two Add Concrete Shear Wall 17 C3 Shear stress in concrete shear walls greater than 100 psi Add Concrete Shear Wall 17 C4 Flat slabs do not have continuous bottom steel through the column joints Provide supports external to connection for reduction in punching shear C5 Diaphragms discontinuous at concrete piers that support arches and there are building expansion joints between Plate 1 and Plate 2 Reinforce piers for confinement C5 West portion of Plate 1 has re- entrant corners over on e of the main exits Add Concrete Shear Walls 20 and 21 C6 Concrete parapet on south wall has height to thickness ratio greater than 2.5 Brace parapet to roof M1 Existing masonry shear wall on south side of wood arches is to receive new openings. Add Masonry Shear Walls 1819 W1 Diaphragms discontinuous at concrete piers that support arches Reinforce piers for confinement W2 Span for diagonally sheathed diaphragm is greater than 40 feet Sheath roof with sheathing panels W3 Roof diaphragm connection Reconnect roof diaphragm to newly installed masonry shear walls at openings in south wall Deficiency Table 1 - Summary of Deficiencies and Proposed Mitigation Description Mitigation z I I- e: J U. 00 U) LLI J = N LL LU LL Q I I- w Z 1- 0 Z ~ uj U 0 — aF- w W tL O co O ~ z WALL SUMMARY - 2003 IBC LOADS WALL 17 20 21 le 2e 3e 4e 5e P8 09 P10 P11 P12 P13 P14 P15 P16 18 19 18e 18e MATL SRCSW SRCSW SRCSW EX CSW EX CSW EX CSW EX CSW EX CSW EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER SRMSW SRMSW EX MSW EX MSW (MOD) EX CSW EX MSW EX MSW (MOD) EX PIER SRMSW SRCSW Ve Ve PL1 PL2 400 400 400 400 400 400 400 9.5.2.4.2 - REDUNDANCY FACTOR Ax = 23700 sf Rmax = 5.92 Ec = 3300000 PSI Ve W2 Ve (k) t • L - 12 295 - 116 - 122 232 - 167 117 - 167 22 167 - 22 167 _-.. 20 167 -- 20 167 - .19 167 -_ 24 167 - 29 167 -. 34 167 - 39 151 38 151 38 - 151 75 - 151 75 ' - e7o EXISTING CONCRETE SHEAR WALL EXISTING MASONRY WALL EXISTING MASONRY WALL AFTER OPENINGS ADDED EXISTING PIER NEW SPECIAL REINFORCED MASONRY SHEAR WALL NEW SPECIAL REINFORCED CONCRETE SHEAR WALL -203 16 12 12 12 8 8 8 8 8 24 24 24 24 24 24 24 24 24 7.625 7.625 2.5 2.5 19.5 5.5 5.5 138 24 25 50 50 3 3 3 3 3 3 3 3 3 22 22 180 135 p = 2- 20 /Rmax %Ax = 1.98 USE 1.50 Iw (k/ft) vi (psi) Plate 1 Rx 20.5 54 0.25 72.7 15 0.00 72.7 15 0.00 2.9 22 2.54 16.7 50 0.17 16.0 51 0.19 8.0 48 0.73 3.3 24 2.10 55.7 25 0.02 55.7 25 0.02 55.7 23 0.02 55.7 23 0.02 55.7 22 0.02 55.7 28 0.03 55.7 34 0.03 55.7 39 0.04 55.7 45 0.04 6.9 19 0.37 6.9 19 0.37 0.8 14 5.92 1.1 19 4.44 Pd PI Pd PI max max min min 200 50 0 0 75 25 0 0 75 25 0 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARi`HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 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: 550100 User: KW.0602997, Ver 5.5.0, 25•Sep•2001 (c)1983.2001 ENERCALC Engineering Software Description General Information Y -Y Axis Shear 400.00 k X -X Axis Shear 400.00 k ...Shears are applied on each axis separately Wall Data Label Thickness In 1 8.000 2 8.000 3 8.000 4 8.000 17 16.000 21 12.000 22 12.000 Calculated Wall Forces Load Location for Maximum Forces X ft Y 1 0.000 -1.004 2 -0.481 0.000 3 -0.481 0.000 4 0.000 - 47.204 17 67.919 0.000 21 -0.481 0.000 22 -0.481 0.000 Label X Distance to Center of Rigidity Y Distance to Center of Rigidity Su mmary X Accidental Eccentricity Y Accidental Eccentricity Rigid Diaphragm Torsional Analys is c: documents \ct engineering \04146 \engr \041 Page 1 { PLATE 1 - IBC 2003 FORCES W/ 17, 20, 21 Length ft 138.000 24.000 25.000 50.000 19.500 5.500 5.500 71,281 ft 123,104 ft 34.200 ft 23.100 ft Min. X Axis Ecc Min. Y Axis Ecc Height ft 16.000 16.000 16.000 16.000 19.000 16.000 16.000 WaII Xcg ft Direct Shears k 108.000 38.000 45.000 156.000 131.000 12.000 12.000 Title : Job # Dsgnr: Date: 5 :03PM, 24 OCT 04 Description : Scope : 15.00 % 15.00 % Wall Ycg ft 152.000 141.000 113.000 41.000 118.000 54.000 24.000 X Axis Center of Mass 105.00 ft Y Axis Center of Mass 99.00 ft Max X Dimension 228.00 ft Max Y Dimension 154.00 ft Wall Angle deg CCW 0.0 90.0 90.0 0.0 90.0 90.0 90.0 Final Max. Length Width Length Width Wall k hear - 294.879 0.000 2.745 0.016 -294.879 115.532 0.000 0.226 -0.001 115.759 121.721 0.000 0.188 0.000 121.910 - 103.374 0.000 - 128.538 0.629 - 231.912 135.857 0.000 67.510 -0.101 203.366 11.033 0.000 0.039 0.002 11.071 11.033 0.000 0.039 0.003 11.071 Torsional Shears k Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min %•MaxX) - X -cr = 67.919ft Torsion = Xcm - (MinWMaxX) • X -cr = -0.481 ft Torsion = Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min %'MaxY) - Y -cr = -1.004 ft Torsion = Ycm - (Min %•MaxY) - Y -cr = - 47.204ft Torsion = Wall End Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix 1.0 1.0 1.0 1.0 1.0 1.0 1.0 27,167.72 k -ft - 192.28 k -ft - 401.65 k -ft - 18,881.65 k -ft i 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: 550100 User: K•0602997, Ver 5.5.0, 25.Sep.2001 (c)1983.2001 ENERCALC Engineering Software Description General Information Y -Y Axis Shear 167.00 k X -X Axis Shear 167.00 k ...Shears are applied on each axis separately Wall Data Label Thickness in I Calculated Wall Forces Label 2 3 4 5 6 7 8 9 10 1 8.000 2 24.000 3 24.000 4 24.000 5 24.000 6 24.000 7 24.000 8 24.000 9 24.000 10 24.000 stance to enter of Rigidity Y Distance to Center of Rigidity X Accidental Eccentricity Y Accidental Eccentricity PLATE 2 - 2003 IBC (NO ADDITONS) Length ft 50.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 Load Location for Maximum Forces X ft Y 0.000 6.235 9.222 0.000 9.222 0.000 9.222 0.000 9.222 0.000 - 51.978 0.000 - 51.978 0.000 - 51.978 0.000 - 51.978 0.000 - 51.978 0.000 Rigid Diaphragm Torsional Analysis Page 1 c: m documents \ct en_ineerin \04146 \en:r \041 Min. X Axis Ecc Min. Y Axis Ecc Height ft 132,378 ft 27.765 ft 30.600 ft 9.000 ft 16.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 Wall Xcg ft 205.000 228.000 204.000 180.000 156.000 132.000 108.000 84.000 60.000 36.000 Direct Shears k Length Width - 113.091 18.460 18.460 18.460 18.460 18.460 18.460 18.460 18.460 18.460 Title : Dsgnr: Description : Scope : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.00 % 15.00 % Wall Ycg ft 41.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job # Date: 5:31 PM, 24 OCT 04 X Axis Center of Mass 111.00 ft Y Axis Center of Mass 25.00 ft Max X. Dimension 204.00 ft Max Y Dimension 60.00 ft Wall Angle deg CCW 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Wall End Fixity Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Fix -Fix 1.0 Final Max. Wall Shear Length Width k -3.389 -0.088 - 116.480 3.666 -0.557 22.126 2.746 -0.557 21.206 1.826 -0.557 20.285 0.906 -0.557 19.365 0.082 3.139 18.541 5.268 3.139 23.728 10.454 3.139 28.914 15.641 3.139 34.100 20.827 3.139 39.287 Torsional Shears k Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min % *MaxX) - X -cr = 9.222 ft Torsion = Xcm - (Min % "MaxX) - X -cr = - 51.978 ft Torsion = Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min %'MaxY) - Y -cr = 6.235 ft Torsion = Ycm - (Min % "MaxY) - Y -cr = - 11.765 ft Torsion = 1,540.12 k -ft - 8,680.28 k -ft 1,041.26 k -ft - 1,964.74 k -ft z ~ w 6 UQ W = _! W W 2 cn = d � z = O z W W U � O- 0 I-- w m0 O -• z W N 55 : 0 z SHEET TITLE: MAIN WIND FORCE RESISTING SYSTEM - METHOD 1 PER ASCE 7 -02 CT PROJECT # : 04146 - CENDANT/TUKWILA - PLATE 1 N -S E -W 2003 IBC Roof Mean Ht. = 16.00 16.00 ft. Building Width = 63.5 178.0 ft. Basic Wind Speed 3 Sec. cyst = 85 85 mph Figure 1609 Exposure = C C 1 1.0 1.0 Table 1604.5 Ps3o A = 14.4 14.4 psf Ps3o e = 2.3 2.3 psf Ps3o c = 10.4 10.4 psf Ps3o D = 2.4 2.4 psf X = 1.00 1.00 Ps = X ` 1 ` P530 = (N -S) Ps A and C average = (N -S) PS B and D average = w= ASCE 7 -02 METHOD 1 WIND 12.4 2.4 1.3 12.4 psf 2.4 psf ASCE 7 -02 Figure 6 -1 Section 6.2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) DIAPHR. Story Elevation Height LEVEL Height (ft) hi (ft) ROOF - 16.00 16.00 2ND 16.00 0.00 0.00 BASE 0.00 0.00 0.00 DNA 0.00 0.00 Wind (N-S) DESIGN SUM Vi(N -S) V (N -S) 8.19 8.19 0.00 8.19 16.38 16.38 V (n -s)= 16.38 kips Wind (E -W) DESIGN SUM Vi (E -W) V (E -W) V (e -w)= 22.95 22.95 0.00 22.95 45.91 45.91 45.91 kips 41(* r•-\ 6 2 Page 1 z I I- ce w 6 00 N ID ILI W I- W O 2 g< = z = ' ZO • 0 • L 0- O I-- w W u-O .• Z w O F. z C T E N G I N E E R 1 N G Structural Engineers P L L C Project: Date: 180 Nickerson St. Suite 302 • Seattle, WA 98109 (206) 285-4512 FAX: Client: Page Number (2061 285-0618 s ALL (1 , 0 312 t "\ N r ( l 3 ca j ii8((cqr) = 9 /1 -3 4 2. c �z (c`� 6 /� =171 , (2 5 SE 12 E:t 2151 2,61 -t f 1 1 \ , - 224 224 - 7 o+ 1 �(" = 4 SS e 2, 00,D �k 2 � 43 112 cc (1G) z if CC 2 6 00 W = N LL 11I LL CO = w t-- Z �. ►— 0 W ~ w U ol- to � LI Z ui to z WALL IDENTIFIER: WALL 17 - 04146 Cendant IBC 1605.2 IBC 1617.1.1.1 16 -50 E = pQe + 0.2Sds *D LOADS » f1 = f2 = E* E* 16 -1 16 -2 16 -3 16 -3 16-4 16 -5* 16 -6* 16 -6 VERTICAL * combinations containing seismic Load Combinations Using Strength Design 16 -1 1.4D 16 -2 1.2D +1.6L + 0.5(Lr or S or R) 16 -3 1.2D + 1.6(Lr or S or R) + (f1 *L) 1.2D + 1.6(Lr or S or R) + (0.8W) 16-4 1.2D + 1.6W + f1*L + 0.5(Lr or S or R) 16 -5 1.2D + 1.0E + f1*L + f2*S 16 -6 :0.9D + (1.0E) 0.9D + (1.6W) Reir ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads fc = fy = _ Sds P= 5000 60000 0.6 0.84 1.5 Horizontal and Vertical Components of Seismic Force "E" 16 -51 E = pQe - 0.2Sds *D LATERAL psi psi Redundancy Factor f1 = f1 = f2 = f2 = 0.2Sds *D = 33.6 k DEAD LIVE D (k) L (k) Lr, SNOW RAIN Lr, S, R (k) 200 I 0 1.0 50 0.2 33.6 -33.6 280 240 240 240 240 274 146 180 2 25 0 80 80 0 25 0 10 WIND SHEAR MOMENT W (k) W (ft-k) 45 I 45 36 36 72 72 72 72 SELECT CASE FROM ABOVE » SESIMIC SHEAR MOMENT Qe (k) Qe (ft-k) 203 I 3857 304.5 5785.5 304.5 5785.5 305 5786 305 5786 320 305 5786 ! Pdead Plive 200 0 280 267 320 320 265 284 146 180 36 72 305 305 72 1.0 assembly, 100 psf 0.5 other 0.7 saw tooth 0.2 other VERT ** SHEAR MOMENT 36 72 5786 5786 72 ** lowest value may govern design for moment strength NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. WALL IDENTIFIER: WALL 17 - 04146 Cendant Iterate for Distance to Neutral Axis "c" Assumed NA Location c = Calculate phi Force Cs1 Cs2 Tsa Ts2 Ts1 Pn Cc Pu = 0.10fc*Ag = Pn = 34.71 320 k 1872 k 373 k 0.2fc = 1.000 ksi b = 16 in 0.15fc = 0.750 ksi d = 234 in Boundary Elements Not Required Boundary Elements Need Not Continnue in This Section App B ACI 318 21.7.6.3 Boundary Elements of Special Reinforced Concrete Walls ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads Good initial estimate for "c" is 0.15 *Lw = 35.1 in Goal Seek 1.0000 in Set Value in gray cell to 1.0 by changing c = 0.86 0.86 10.2.7 As As *Fy x AsFy *X fc = 5000 psi 1.20 -72 3.0 -216 f31= 0.8 3.60 -216 2.0 -432 25.2 1512 117.0 176904 3.60 216 232.0 50112 a = 27.7 in 1.20 72 231.0 16632 ,c = 34.7 in 373 117.0 43673.8 -1885 13.9 - 26134.4 0 21712 Mn ft -k cMn = 18613 ft -k Sg = Ag = •Mu /S +Pu /Ag = 146016 in3 3744 in2 0.561 ksi 157.14286 3300 507.69231 131.625 338.4375 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 3 of 6 WALL IDENTIFIER: WALL 17 - 04146 Cendant ACI 318 11.7.4 Shear Friction (Sliding Shear) ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads 1 .0) Avf = 60.0 in2 /.t = 0.9 Pd = 180 J11 -25) Vn = 3780 11.7.5 (0.2)fcAc 3744 = 0.75 (800)Ac 2995 CPVn = 2246 k Shear Friction OK ACI 318 21.7.6.4 Where Boundary Elements are Required, (a) through (f) shall be satisfied: (a) Boundary Element shall extend horizontally from the extreme compression fiber a distance not less than the larger of: c- 0.1Lw= 11.3 in c/2 = 17.3 in Estimated dimension of End of Wall reinforcing = Select Boundary Element Reinforcing Dimension he = s= 4.00 in s not less than s not more than 17.3 27.0 I 26.01 (b) In flanged sections, the boundary element shall include the effective flange width in compression and shall extend 12" into the web (c) Special Boundary element transverse reinfrcement shall satisfy 21.4.4.1 through 21.4.4.3 Spacing: s <= 1/4 * minimum member dimension = 4 in s <= 6 * db of longitudinal reinforcing = 5.25 in hx used ( <= 14 ") _) 14.01 Eq. 21 -5 sx = 4 in hx == spacing of crossties or legs of overlappping hoops 4 in 6 in NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 4 of 6 • WALL IDENTIFIER: WALL 17 - 04146 Cendant ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads (c) cont The total cross sectional area of rectangular hoop reinforcement shall not be less than: (f) Boundary Element Size Ach = be = 13.0 338 in2 21-4 Ash = 0.78 in2 (21 -3 need not be satisfied) Transverse reinforcement shall be provided by either single or overlapping hoops. Crossties of the same bar size and spacing as the hoops are permitted Each end of a crosstie shall engage a peripheral longitudinal reinforcing bar Consecutive crossties shall be alternated end for end along the longitudinal member If the thickness of the concrete outside the confining transverse reinforcing exceeds 4" additional transverse reinforcing shall be provided at a spacing not to exceed 12" (d) Special boundary element reinforcing at the wall base shall extend into the support at least the development lengt h of the largest longitudnal reinforcing in the boundary element unless the boundary element terminates in a footing or a mat, where transverse reinforcing shall estend at least 12" into the footing or mat. (e) Horizontal reinforcing in the wall web shall be anchored to develop the yield strength within the confined core Mechanical splices of longitudinal reinforcing of boundary elements shall conform to 21.2.6 Welded splices shall conform to 21.2.7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1-IAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 5 of 6 WALL IDENTIFIER: WALL 17 - 04146 Cendant ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads ACI 318 21.7.6.5 Where Boundary Elements are not Required, (a) and (b) shall be satisfied: (a) If the longitudinal reinforcement ratio at the wall boundary is greater than 400 /fy, then transverse reinforcing shall satisfy 21.4.4.1 (c), 21.4.4.3, and 21.7.6.4(a) Maximum Vertical Spacing is 8" oc 21.7.6.4(a) Boundary Element shall extend horizontally from the extreme compression fiber a distance not less than the larger of: c- 0.1Lw= 11.3 in c/2 = 17.3 in Estimated dimension of End of Wall reinforcing = 27.0 Select Boundary Element Reinforcing Dimension he =I 27.01 Ach = 351 in2 400 /fy = p boundary = (As1 +As2) /Ash = 0.01368 Boundary reinforcing requires transverse reinforcing 0.00667 21.4.4.1 (c) Transverse reinforcement shall be provided by either single or overlapping hoops. Crossties of the same bar size and spacing as the hoops are permitted Each end of a crosstie shall engage a peripheral longitudinal reinforcing bar Consecutive crossties shall be alternated end for end along the longitudinal member 21.4.4.3 Crossties or legs of overlapping hoops shall not be spaced at more than 14" (horizontal dimension) (b) Except when Vu in the plane of the wall is less than Acv "(fc) ^.5, horizontal reinforcing terminating at the edges of structural walls without boundary elements shall have a standard hook engaging to edge reinforcing, or the edge reinforcing shall be enclosed in U stirrups having the same size and spacing, and spliced to the horizontal reinforcing. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 6 of 6 C T E N G I N E E R I N G Project: Client: L . H,;,: v) T ; u i !� 29 k F1NJr v �� = vim = 4` �% = 2 40 (s)4 4cd' 4() � kr--1 OIL (Jr w c.`. = 5114 212:-A Y( 1 ILk C = 4d/- - 12 4 -. 2�J c 4.0 4tzft'os OCe- Structural Engineers P L L C Date: 'Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: (''06) 285.0618 z 1Z z ce JU U 00 U) = uj u Q = I— ZW = � Z LLI UN CI I-- W W H Iii z - I O H z WALL IDENTIFIER: WALL 22 - 04146 Cendant IBC 1605.2 IBC 1617.1.1.1 16 -50 E = pQe + 0.2Sds *D LOADS » f1 = f2 = E* E* 16 -1 16 -2 16 -3 16 -3 16-4 16 -5* 16 -6* 16 -6 VERTICAL * combinations containing seismic Load Combinations Using Strength Design 16 -1 1.4D 16 -2 1.2D +1.6L + 0.5(Lr or S or R) 16 -3 1.2D + 1.6(Lr or S or R) + (f1 *L) 1.2D + 1.6(Lr or S or R) + (0.8W) 16-4 1.2D +1.6W +f1 *L +0.5(LrorSorR) 16 -5 1.2D + 1.0E + f1 *L + f2 *S 16-6 0.9D + (1.0E) 0.9D + (1.6W) fc = fy = Sds p= ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads 5000 60000 0.6 0.84 1.5 Horizontal and Vertical Components of Seismic Force "E" 16 -51 E = pQe - 0.2Sds *D LATERAL psi psi Redundancy Factor 41 49 75 75 47 45 21 26 fl = f1 = f2 = f2 = Pdead Plive 29 0 1.0 assembly, 100 psf 0.5 other 0.7 saw tooth 0.2 other DEAD LIVE D (k) L (k) Lr, SNOW RAIN Lr, S, R (k) 29 0 1.0 25 0.2 4.872 -4.872 41 35 2 35 0 35 35 0 40 0 21 26 13 40 40 13 5 WIND SHEAR MOMENT W (k) W (ft-k) 12 I 12 10 19 19 10 19 19 SELECT CASE FROM ABOVE » SESIMIC SHEAR MOMENT Qe (k) Qe (ft-k) 40 I 333 60 499.5 60 499.5 60 60 500 500 75 40 333 VERT ** SHEAR MOMENT 10 19 60 60 19 10 19 500 500 19 ** lowest value may govern design for moment strength NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 1 of 6 2 5 12 2 5 12 2 5 3 2 5 15 0 7 19 0 7 27 0 8 100 0 8 100 0 8 100 0 8 100 WALL IDENTIFIER: WALL 22 - 04146 Cendant Wall Geometry, Reinforcing and Shear Strength 21.7.4.2 - Wall /Pier Geometry Minimum Thickness Hw /16 = Thickness: Hw analyzed Lw analyzed Acv = Horizontal Reinf: Vertical Reinf: 18 14.33 8 in ft ft 1728 in2 21.7.2 - Distributed Web Reinforcement (21.7.4.3) Curtains Bar Spacing Horiz pn = 0.00287 OK Vert p„ = 0.00287 OK OK Start at: I 21.00 lin from end of wall 21.7.2.2 - Curtains of Reinforcement REINFORCE PER 14.3 (MINIMUM) vu = 0.023 ksi %fc = 0.071 ksi 21.7.4.4 - Maximum Nominal Shear Strength Maximum shear <= 8Acv %fc OK Vu max = 978 k ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads 10.75 in. Check entire wall for Hw /Lw ratio Hw Check Segment Lw Check Segment Number of Stories 14.33 8 1 Check 6 *db in OC Lap Spices OK in OC Lap Spices OK TWO CURTAINS REQUIRED t >= 12 As3 = 2.8 in2 ratio = 0.33 Compare Check Segment hwilw = 1.79 Analyzed Segment ft 1.79 ft 1.79 2.42 hwAw= hw/lw= ac = End of Wall Reinf: If no boundary element, enter first two layers # Bars Size x As Layer 1* Layer 2 Layer 3 Layer 4 Layer 5 Layer 6 Layer 7 Layer 8 Goal Seek = 1.0 21.7.4.1- EQ 21 -7 cloVn = Vu *= Ve = 356 k 210 k 40 k wv = 1.13 Boundary Elements Not Required (1)Mn = Mu = R.O. Thumb Estimate size and number of walls at 3 times square root of fc This wall would be 2.0 in. Thick NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0.62 0.62 0.00 0.00 0.00 0.00 .\ 0.00 0.00 As2 0.62 X2 2.00 Boundary Elements Need Not Continnue in This Section No transverse boundary reinforcing required 1353 ft -k 333 ft -k As *x As1 1.24 0 0 0 0 0 0 1.24 Page 2 of 6 Vu * /4Vn 0.589 OK Mu/(I)Mn 0.246 OK Shear Friction OK WALL IDENTIFIER: WALL 22 - 04146 Cendant Iterate for Distance to Neutral Axis "c" ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls. Subject to Shear, Flexure and Axial Loads Good initial estimate for "c" is 0.15 *Lw = 14.4 in Goal Seek 1.0000 Assumed NA Location c = ( 4.11in Set Value in gray cell to 1.0 by changing c = Calculate phi Force Cs1 Cs2 Tsa Ts2 Ts1 Pn Cc Pu = 0.10fc *Ag = Pn = 75 k 864 k 85 k 10.2.7 As As *Fy x AsFy *X fc = 5000 psi 0.62 -37 3.0 -111.6 fl 1= 0.8 0.62 -37 2.0 -74.4 2.8 167 48.0 8035.2 0.62 37 94.0 3496.8 a = 3.3 in 0.62 37 93.0 3459.6 c = 4.1 in 85 48.0 4098.83 -253 1.7 - 417.673 0 1541 Mn ft -k cMn = 1353 ft-k ACI 318 21.7.6.3 Boundary Elements of Special Reinforced Concrete Walls 0.2fc = 1.000 ksi b = 0.15fc = 0.750 ksi d = Boundary Elements Not Required Boundary Elements Need Not Continnue in This Section 18 in 96 in App B 0.88. 0.88 Sg = Ag = Mu /S +Pu /Ag = 27648 in3 1728 in2 0.188 ksi NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 3 of 6 WALL IDENTIFIER: WALL 22 - 04146 Cendant ACI 318 11.7.4 Shear Friction (Sliding Shear) Avf = 8.1 in2 0.9 Pd = 26.1 (11 -25) Vn = 510 11.7.5 (0.2)fcAc 1728 1 = 0.75 (800)Ac 1382 chVn = 382 k Shear Friction OK ACI 318 21.7.6.4 Where Boundary Elements are Required, (a) through (f) shall be satisfied: (a) Boundary Element shall extend horizontally from the extreme compression fiber a distance not less than the larger of: c- 0.1Lw= -5.5 in c/2 = 2.1 in Estimated dimension of End of Wall reinforcing = Select Boundary Element Reinforcing Dimension he = s= 3.75 in ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads = I 1.01 s not less than s not more than 2.1 15.0 I 26.0, (b) In flanged sections, the boundary element shall include the effective flange width in compression and shall extend 12" into the web (c) Special Boundary element transverse reinfrcement shall satisfy 21.4.4.1 through 21.4.4.3 Spacing: s <= 1/4 * minimum member dimension = 4.5 in s <= 6 * db of longitudinal reinforcing = 3.75 in hx used ( <= 14 ") =1 14.01 Eq. 21 -5 sx = 4 in hx == spacing of crossties or legs of overlappping hoops 4 in 6 in NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 4 of 6 WALL IDENTIFIER: WALL 22 - 04146 Cendant (f) ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads (c) cont The total cross sectional area of rectangular hoop reinforcement shall not be less than: Boundary Element Size be = 15.0 Ach = 390 in2 21-4 Ash = 0.73125 in2 (21 -3 need not be satisfied) Transverse reinforcement shall be provided by either single or overlapping hoops. Crossties of the same bar size and spacing as the hoops are permitted Each end of a crosstie shall engage a peripheral longitudinal reinforcing bar Consecutive crossties shall be alternated end for end along the longitudinal member If the thickness of the concrete outside the confining transverse reinforcing exceeds 4" additional transverse reinforcing shall be provided at a spacing not to exceed 12" (d) Special boundary element reinforcing at the wall base shall extend into the support at least the development lengt h of the largest longitudnal reinforcing in the boundary element unless the boundary element terminates in a footing or a mat, where transverse reinforcing shall estend at least 12" into the footing or mat. (e) Horizontal reinforcing in the wall web shall be anchored to develop the yield strength within the confined core Mechanical splices of longitudinal reinforcing of boundary elements shall conform to 21.2.6 Welded splices shall conform to 21.2.7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 5 of 6 WALL IDENTIFIER: WALL 22 - 04146 Cendant ACI 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads ACI 318 21.7.6.5 Where Boundary Elements are not Required, (a) and (b) shall be satisfied: (a) If the longitudinal reinforcement ratio at the wall boundary is greater than 400 /fy, then transverse reinforcing shall satisfy 21.4.4.1 (c), 21.4.4.3, and 21.7.6.4(a) Maximum Vertical Spacing is 8" oc 21.7.6.4(a) Boundary Element shall extend horizontally from the extreme compression fiber a distance not less than the larger of: c- 0.1Lw= c/2 = Estimated dimension of End of Wall reinforcing = Select Boundary Element Reinforcing Dimension tic =1 21.01 Ach = 315 in2 400 /fy = p boundary = (As1 +As2) /Ash = 0.00394 No transverse boundary reinforcing required 21.4.4.1 (c) Transverse reinforcement shall be provided by either single or overlapping hoops. Crossties of the same bar size and spacing as the hoops are permitted Each end of a crosstie shall engage a peripheral longitudinal reinforcing bar Consecutive crossties shall be alternated end for end along the longitudinal member -5.5 in 2.1 in 15.0 0.00667 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 21.4.4.3 Crossties or legs of overlapping hoops shall not be spaced at more than 14" (horizontal dimension) (b) Except when Vu in the plane of the wall is less than Acv ;(fc) ^.5, horizontal reinforcing terminating at the edges of structural walls without boundary elements shall have a standard hook engaging to edge reinforcing, or the edge reinforcing shall be enclosed in U stirrups having the same size and spacing, and spliced to the horizontal reinforcing. Page 6 of 6 s , • C T E N G I N E E R I N G P L L C Project: Date: (206) 285-4512 FAX: Client: Page Number (206) 285.0618 lot Structural Engineers \JJ/1.L, 22 LA � .._XJ,C . LOACE. '. J let✓�r';. M 2 l �i`�tt JG 2 //4.\' )< 3I /z Ett L5 0.73 cL--11,9 K /slvo J J�f 3 20! -- Q2\ it t 114 (4lk-j?- : \) Oc- if 0 L-) Li. o 0 ' , 180 Nickerson. S: Suite 302 Seattle, WA 98109 fzl z Z w Q � W U . U 0 • 0 W = � LL w O I I o � w L 111 w oI Z IBC 1617.1.1.1 LOADS » f1 = f2 = E* E* 16 -1 16 -2 16 -3 16 -3 16-4 16 -5* 16 -6* 16 -6 * combinations containing seismic ACl 318 -02 Chapter 21.7 - Special Reinforced Concrete Structural Walls Subject to Shear, Flexure and Axial Loads WALL IDENTIFIER: WALL 18,19 - 04146 Cendant IBC 1605.2 Load Combinations Using Strength Design 16 -1 1.4D 16 -2 1.2D +1.6L + 0.5(Lr or S or R) 16 -3 1.2D + 1.6(Lr or S or R) + (f1 *L) 1.2D + 1.6(Lr or S or R) + (0.8W) 16-4 1.2D + 1.6W + f1*L + 0.5(Lr or S or R) 16 -5 1.2D + 1.0E + f1 *L + f2 *S 16-6 0.9D + (1.0E) 0.9D + (1.6W) Horizontal and Vertical Components of Seismic Force "E" 16 -50 E = pQe + 0.2Sds *D 16 -51 E = pQe - 0.2Sds *D VERTICAL LATERAL fc = fy= Sds P= 5000 60000 0.6 0.84 1.5 psi psi Redundancy Factor 14 19 28 f1 = f1 = f2 = f2 = Pdead Plive 10 0. 1.0 assembly, 100 psf 0.5 other 0.7 saw tooth 0.2 other Lr, SNOW RAIN Lr, S, R (k) DEAD LIVE D (k) L (k) 0 1.0 10 10 0.2 1.68 -1.68 14 12 2 12 0 12 12 0 14 0 7 9 5 16 16 5 2 WIND SHEAR MOMENT W (k) W (ft-k) 12 1 12 10 19 19 10 19 19 SESIMIC SHEAR MOMENT Qe (k) Qe (ft-k) 38 1 333 SELECT CASE FROM ABOVE » 57 499.5 57 499.5 57 57 500 500 VERT ** SHEAR MOMENT 28 10 10 17 19 19 16 57 500 7 57 500 9 19 19 75 40 333 ** lowest value may govern design for moment strength NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 1 of 6 10 18.2004 10:3. FAX 8386420947 FIFE CO LLC X7001 TC: Rick Wylie CT Eu4neers : X 206-285-061S 206 -285 -4512 Cend az,`Tukwila. Dea,: Rick. Sarah Witt FYFE CO. LLC FACSIMILE TRANSMITTAL SHEET FROM: Sarah `Vitt DATE: 10/18/2004 TOTAL NO. CIF PriLSS L';tZX LNG Cc�::'sa 6 sr s xmnm'zSi cr N'(; t+! ER: 6101 CC: Peter Ballow 0 URGENT Ei r• Of: REV IE% 0 PLEASE C.{)MaRNT 0 PLEASE REPLY 0 PLEASE REC.YCr.F Aged is scene info=roation on rasing the Ty1ro Fib p : System for string the column. I have enclosed nvo sheets of calculations, a simple ds-aNcing anti a. data sheet from the . proposed marrr;il "ia. e -moil, I v send the sample specifxatioa. L e t i e know if you have any gnestcons. Regards, 41310 NI CY RIDGE, DRIVE, w'►'►!. 103, AN DI =GO, CA 92: =1 -22” TEL: 93? .6412.U65 LXT,16 FAX: 559.643.0947 Z — W. dd 2 J U 00 J • = H • LL W O LL • d = W Z � 1- O Z ~ w 0 co 0— • F- w W -O .. Z w O ~ Z 10-'16.'2004 10:55 FiS 658642O94T FIFE CO LLC 1600: FYFE LJ C Corti. CLIENT: Contech Services PROJECT NAME: Cendant Car Rental CALCULATION BY: SEW Design Goat: Provide additio,nai confinement and shear strergh to existing rectangular columns t provide the equivalent of #4 bars at 4" o.c. Existing Column Properties: b := 36 ti := 2"+ Tyfoe% SEH 51A Unidirectional Glass Composite Properties: E :— 3790 C :=an. CE• E E = 3032 E := 0.004 f = E•s = 42.1 t:= 0.05 layers :i t := t• (ayes Q.f cV :_ (2)•2.86•f•t•h j v = 141.5 column depth (in) column wtdth (in) SHEET 1 OF 2 PROJECT #: 8101 DATE: 10.18 - 04 typical test value for tensile modulus (ksi) environmental reduction factor for glass guaranteed design value for tensile modulus (ksi) allowable design strain in composite for shear load guaranteed design stress in composite for shear (ksl) layer t*icimnzss of SEH 51A composite (n) Shear strength enhancement: The shear strength of a lcutat column is increased by an amount (DV = ft) 2.86fth assumed number of layers of Tyfoe SEH 51A composite total thickness of composite A.C1 reduction - For for shear shear enhancement of column wit?: 4 layers of composite (kips) +til�:s'i:a:7.i4ilhr,�/.�ki:<'• '�� ':�.R�k'::�:.Y/a.' v,'y'w ♦, SV. Cu�N'!�'PYi'.O.Fi�a4iW�wRkM1+.+' • It l+s vu4 iu:Si FAX 8586420947 tiFE CO LLC ■ Y FE iJ�C Mit elormor '7 Equivalent steel confinement: Assume the following properties for #4 steel ties: A := 0.2 area of #4 bar(in db = 05 diameter of #4 bar (in) S 60 assumed steer strength.(ksi) = 1.5 assumed concrete cover(in) D':= h — 2•d — db vonfined care of column (in) U' =24..5 1f 2 , A , D ' V = ' s Tofind steel equhv t composite, set V equal to Wand .solve for the tie spacing, s: V := DV '•v-fiD1 S— 'V (s = 3_ sheer strength provided by sneer re for etnen . (kips) equivalent tie spacing ofd layers of Tyfo SEH 51A (in) SHEET 2 OF 2 i 003 z = Z Ce 41 2 JU 0 co 0 , W = J H w g 7:3 u. = a _ z t-- O z gy O ▪ N w 1- • T - -Z tli UI 0 z x ✓:.. • . ..r 1O i. 2UU4 lu: as r.A.1 W36420047 FIFE CO LLC f prtribx - NEtt Cr, 't< 1yus sf :o S=H comotht ! sYur!.. 4" c yr..c1cp . ....-4 ‘cat-N.. ?% - A . A `cctAc \ at'1G :40- `� to % ?.. t\eXS i3 Mme. �`t COZ1t11j ti] 004 ickurs" !Da. tnG 1 tc1 .c r;v ;s a'iw;.r 46,;a!s44l:..it; i <:w:Gi.Cbl5:' iol4t.; ..• ac.:+. �3!:: wt+: wa»; t:+ rp+i:.W+t.r,:r.F <:<ur.�.:a.,:.+ z • Z W 6_ J U O 0 co 0 W = J W 0 2 ? . w a = W H- Z F I- o W U O O - O H- W W . LL O .• Z W O~ Z TYPICAL DRY FIBER PROPERTIES Tangle Stranc^i 470,00 psi (3.24 GFa) Tensile Modultz 10.5 x 1Cs psi (T2.. GPa) Manama E7ongattort 4.5% Del. sly 0.092 ibs.fn? (2.55 Q ?crt') Weight pe- sc, yd. 27 oL (913 gin?) Fiber Ttt;dmtass 0.414 in. (0.36rrm) GUMPOSITE GROSS L AWiINATF PROPERTIES PROPERTY ABM METHOD TYPICAL TEST VALUE • DESIGN VALUE` LVt mate Willie strength in p.irtaty £tier direct:or., psi ' t: •3V3U 33,403 psi (575 MPs) (1.17 kaln. Wirth) 66.720 psi (460 MPa) (3.2 kiprin. width) Elongation at tr sac 1}3035 225b 2.2% TQnste Modulus, psi D-3039 3.78 x 10 psi (25.1 w a) 3.03 x ice psi (20.9 GPs) Ultimate tensile strength 93 degrees to primary filler, psi D•3039 .2,760 pal (25.6 MPs; 3,000 psi (20.7 M %) La/di - ate Tnlr cress (3.18 GPa) 2.05 in. (1.3 nn), 0.05 in. (1 ".arnrn) EPDXY MATERLA:. PROPERTIES Curing Schedule 72 hours post cot, at 140° p ((80° C).. ATM TYPICAL PROPERTY MET1-11:N11 TEST VALUE' TS 140 (60 C) rrs) Post Cu€ (24 tours) A.$TM 0-4055 130° c= (2 ) TQrtstle Strength', psi AST i D -338 10.500 pit iyppet (72.4 Ws) s) ,y.,` U Termile Myd ., p.a�l .AS M D-e36 � 4s psi Type I. (3.18 GPa) E1ongadon Percent ASTM D-$38 5.0% _ yam 1 Flexural Sberrath, psi AST t :. C -793 17.930 pat (123.4 1'1?a) Flea1rl k'ori,1 PZ: A311,1 D -753 252,001 psi (3. - .2 SPa) 10 '1b .2004 10:55 FAY. 5550420947 FIFE CO LLC FYFELc� DESCRIPTION The Tyfo• SEH -51A Comp :site is an :r ER- •5252 ti. material Compriseda'Tyfo 5 Orq end Tyfo• SDI-51A reinforcing !attic. Tyfrr• SS-1-51A is a custom weave, un1- directional glass fabric used in the Tyto' Fitsrwr3p System. The glass material Is orientated In trie 0` direvtian with additional yekow glass cress Tilers al 9'0°. The Tyco' 5 Epoxy Is a tvrc- corrponent epoxy rn$tr•]t material for bonding USE Tyfos SE's 51A Fabric is oombirad with Tyfo• epoxy rracerial to 40CI strangih ard•duct ityr.to ntedges. !madams. end otter sZructr es. ADVANTAGES • ICSO ER-5282 brad material • .Good nigh Si brt tempsratu'e. prope.'t is • Long world - Care • Hfrgtt eloxtra-.ior. • Ambient.ctue • 100% solvent -free • Robe can be cut to desired widths piiarte shipping COVERAGE Approximately 675 sq. t;. surface area with 3 to 4.unis.of Tyke" S .Epoxy and 1 roil of ly0 14 51A Fabric %tsen use vat Bra i ytb Sa<tt'rmcr. PACKAGING Order TyfoaSEpoxy 55- gailut(2C5L) drums or pre - measured units in 5- gallon (19L) conta:nars. •Order Tyfo• SEH -51A Fabric in'5 ' x•1501ineat foot (1.am x 45.7m) roc . Tyriccdv ships in 12" x 13 rt 64" (2Q5retm x 330mm x 1625rtun) boxes. EPDXY MIX RATIO 100.0 component A to 42:0 :.oraorie I3 byvolunte. ( 101 =rpenertA to34.Scmparr+t S a; weight.; SHELF LIFE Epoxy • two years to o.igirrai, unopened and p. stored containers. Fan. -ten yea h,prope-storage pncltiora. STORAGE CONDITIONS Stara 2142' t o X; F (4 t r . 32 Av_ id firer✓ . Store roll; fat. not on ends, at temperatures b Pi OW 1 CICP F(38°C). Avudmo 2nd water contamination.. CER OF COMPLIANCE + WU: be suaptled upon request camp:ate with state and federal palkaping taws wr ?i r spy of labels used. • Matertaf safe'?y de Stets anti l e SUp011ed upon rEgtest. • Pc s.e_3.•es OAS V.O.C. level z7Z 7y-te S:rt•a rA :t,hGUx.1 : ,y V,,, Tyfo® SEH -51A Composite using Tyfo® S Epoxy 'GSnrg ; .c rc n't 2"01 : ratsn3ar 3041 7.5 tut.: ;1.1r- rry+r1-. Cron trgrs- 7211 5-:-.".1! • S'e_rt.tZ.tt '3! ca ..:f? G....Y....., --t. A iirj 005 „T LE F UBRWR COMPANY" • C446 tmd 7{fr.er-I:s Kies *',O fiery tam on 1:-.1v4431 RAF : e;- r - a r-�' a , 4!t t tgity r* Calt=Fyta Cc. c.f.: Eronisrs ioaa:Ar:rtr.l9 doo=r a ssv'6:- 36si+suet lf1 •' Ib 20U i 10:5t3 FAI 6586420947 FFE CO LLC HOW TO UDC !Hi fYFO 5 COMPOSITE SYSTEM DESIGN The Tyfo System shall be deslrnad to meet sroec c design criteria. The crttete. for eats project is dinatadby rite engine• of record and any rFCVant oulidir.e codes and!cr guidelines. The design shoulc be based on the altwwreole rain fo• each type of application anc tie design modulus cf the rray.ria- The Fyfe Co. LLC engineering staff rlti eovida tereirrtatsry design at no obligation. INSTALLATION Tyfca System to be fnM.:aited by Fyfe LLC trafne i and art:fled 0:41,- atorr. Instead= snail De to stoic ct.T. n/ ars tdith tie Fyfe Co. [ _C Quality Corrsce Manual. SURFACE PREPARATION The 'reguirec surface preparation Is largely dependent on the type of element being strungts_nec. tot General. the 5..rface Mu et tea clean, dry and free of protru3tons or cavities, which rr.ay cause voids behind Ina Tyro^ cornpesae. Column surfaces that w41 receive t;ontinuous wraps typlcafy reuse only a boom deaning. Diamertinuaus wrapping surfaces (wt, beams. stabs. etz.) typicaly requsro a tight saicbrast, Shading or other appccvac Methods boor/spare forbanding, Tyfe° FbrAnttnortr a are incorporated in stare designs. The =yf.' LLC etginearirejWhoa =side tvproperspeciradre and details based an the project requeerrtents. MDUNG For pre-measured units in 3- gatton.(19L) ammeters, pour tl contents of cornponont B int^_ the past of component A. Far drums, premix each component: 100.0 parts of component A to 42.0 parts of component 6 by volume (400 parts c: cccpo.ant A. to 34.5 parts of component S by we;gt 1). Mix thoroughly far five minutes win a Ty°o� law speed mixer ot 00-300 RPM until uniforr y blended. APPLUCAT1ON Feed fabric through the Tyfae Saturator and apply using tie Tyfoa wrapping equipment or *flamed hand rliefirodd . See data sheet Oft this equipment. Hand saturation Is allowable, p- ovidec the epoxy Is applied uniformly and mee:e the ape :nca3o LIMITATIONS Minimum ttlppii:aUan terriperature. of the epoxy is 4C F (4 D3 :0T Ti-41 aatvent will prevent VOW Ctrs. CAUTION! CoMPOt+1NTA - l.•ri a-.: Prolonged canto,:. to tire skin may cause I.rittation. Avoid aye contact. COMPONENT B - Irritant Conct with skin may cause severe burne. Avoid eye =itte . Pr d.w is a e sensitizer. Use ofsafetygc iesenddtemicat r tant gt ves recommended. Remove contaminated :lotting. Avoid breathing vapor. Use adequate ventilation. Use of an organic vapor respirator recommend SAFETY PRECAUTIONS • Use of an approved particle mask is raccerrnended tic posetbra airborne pertttt Gloves are recommended when handling Iawin to avoid sign ematlon. Seiety giassM are reoorrnendad to prevent eye irritatton. FIRST= in case of skin contact, waSh ;horoughty war soap anc wets . For eye . cantaCt Rush immediately. For respiratory pr0ierns, re;nove tC fresh air. Wash, clotting before reuse. CLEANUP Caller with absorber rna '.errs :. - ittt; water. Dispose of in accordance with local disposal regolOom. tine rod material obit b8 remomlieitt approved 5oi11 4 Cured materiels can only be removed medianically. Fyfe Co. LLC "The ribrwrapa Company" Npney R;dga Technology Center 6310 Nancy Ridge Drive, Strife 103, San Diaga, CA 92121 Tel: 858.642.0894 Fax: 658.642.0947 E.inall: lnfoofyfeso,cam Web: http :tiwwW.fyfeco..orn Z UUG TYFD' is COIMIPOSiTE SAMPLES Piease note twat teld sernoles are to be oUre3 for 4a - hours at 140 °•F (eC C) befor'tttt!ng. Tetttng shall be in accordance with ASTM C -3039 and Fyfe Co. LLC sample preparation and testing pro SHIPPfNO LABELS CONTAIN State spr fua5an =ROW /ft modtifcalkons, if applicable • c mponett ces',gnatton • Type, . f apprro b e Manutad.urer'a name • Date of manufacture • Baton name • State lot nuTnbe-, if aoptlable DtrtCts fo' use • Warnings or precautions by law KEEP CONTAINER TIGHLY CLOSED NOT FOR INTERNAL CONSUMPTION. COWSULT MATERIAL SAFETY DATA SHEET 4NSDS) FOR MORE INFORMATION. KEEP Our OF REACH OF CHILDREN. FOR IiDUSTRiAL USE ONLY. Statement of Recponatbrlity; The 1:11=i1 !Wormer:e;• sna apDli atcn advix r this publcatian booed ' t3 a preeant state of ou bar. s and pratrical krowit opt. n: C.: tiptoe Utz lalomtsticn her'n no es urnrtiT, tan oc made ae tc erxrt. eultsalirty for a particular us: er epolluaton. and TO warany 6.60:1 its sue, r7acy, n:raU'lltf =rryletteicort, lunar am:mesed or ie given other than those mowed bir Slav ta5TctttiPn. The owner. Ns reoresenfative er seet.•a=ris reepensda tcsontniariskle s11 by o procu ref user Intandad core. F1 c serves, whera prevded. lees not conoLtute a.4.5ervien respOneibitity. Su93'sbxts Meae ny ma Fytz. Cc . eieter v,3 tier( in wane. may be °a.flwed, rtcdc,ed ar relsc d by : r: c ,C•. - rVneer or axtvrsxtr since 1'4 7, a,d rot tie tot e Ce.. ere re:aanstpaTeraarryirg out procedure aporo,eiate to a opedec acplcation. 5.•:a Tyfe SEI4 -61A r' t s:e In U.S.A.. Canada. and ere( counties. A Ccovrignt Z1100-2:42 Fie C. LC 49.02 Z i W 00 co W I F— LL WO ? = W H Z � I— p_ W U o O - O I— W W IL. O W Z = O • ~ z .S:.:i� :iu,+`1�+- :lip +qu' :w:c:tiai ..•.WrS :Ai.t.:Jx:iA�t :mrc�ip:+: blot, JJr4ywFFr"+'++ �i:. ta4' a: u. k +�,447si : :a.�t.ia`.e:W/�:'::!6 . E N G I N E E R I N G October 12, 2004 Sterling Realty Organization 600 106 Avenue NE PO Box 91723 Bellevue, WA 98009 -1723 Attn: Michael Lancaster Re: Seismic Evaluation of Existing Buildings 15820 Tukwila International Boulevard Tukwila, Washington Dear Michael, Scope and Intent P L L C We have been retained by Blunk Demattei Associates to evaluate the proposed modifications to the existing buildings for the tenant improvements in order to accommodate Cendant Car Rental Group, Inc. This report is being used by the architect and our firm in order to guide the design team in preparing the necessary construction documents for the proposed tenant improvements. We are furnishing them with a copy of this report for design and permitting purposes. The purpose of this evaluation is to identify potential deficiencies in the structural system for resisting earthquakes in the buildings that were examined. The buildings are located in an area of high seismicity and have been evaluated with a Tier 1 Evaluation to the Life Safety performance level as defined in ASCE Standard ASCE /SEI 31 -03 "Seismic Evaluations of Existing Buildings ". This evaluation was prepared after reviewing the drawings of the buildings and subsequent additions that were readily available from the owner. A site visit was conducted on September 07, 2004 and the drawings of the proposed addition that were provided by Blunk Demattei Architects were also included in the review. CT Engineering was previously retained to design repairs to these buildings after the Nisqually Earthquake of February 2001. Site and Building Data The buildings on this property consist of a tall concrete theater structure, with an adjacent lower concrete roof that connects to what was formerly a bowling alley (Type C2). The bowling alley was built with glued laminated three -hinge arches spanning 113 feet at 24 feet on center, with a curved roof of 2" nominal diagonal sheathing supported by glued laminated purlins between the arches (Type W2). The buildings are typically supported by conventional spread footings. The south side of the arches are supported at grade by isolated footings and the north side by rectangular concrete piers. The concrete piers continue above the arch seat to support the south edge of the concrete diaphragm. This concrete slab - and -beam diaphragm is at an elevation above the termination of the curved wood roof, but significantly lower than the wood roof of the theater portion. Structural Engineers 180 Nickerson St. Suite 302 Seattle, V,A 98109 (206)285 -4512 Fax: 285 -0618 z Iz -1 U UO U) o . -i _ H SQw w 0 5 In = a 1-w Z = zI- w U U— o1-- W -O . z w U E 0 Sterling Realty Organization October 12, 2004 Page Two Concrete strength fc = 3000 psi Reinforcing steel fs = 20,000 psi Glued Laminated Beams fb = 2200 psi The theater and the bowling alley portions of the buildings were initially built around 1956 as part of a two phase design prepared by John Graham Jr. A significant renovation occurred in 1980 with the addition of multiple theaters and expansion of the lobby. A wood roof at the elevation of the concrete roof diaphragm covers the lobby additions. Several subsequent smaller remodels occurred and are shown in the reference drawings we reviewed. The proposed project involves removing the theater and leaving a portion of the common wall that supports the lower concrete roof diaphragm. The area under the low concrete roof diaphragm will be converted to office space. The area that was once the bowling alley will be converted to a maintenance facility. Presently the lateral force resisting system consists of concrete shear walls bracing the low concrete roof diaphragm. The bowling alley roof is braced by the arches in the north -south direction. The south end of the low concrete roof diaphragm is braced by concrete shear walls and the concrete piers that support the north arch seat. The south wall of the bowling alley is made of hollow concrete masonry units with joint reinforcing and braces the wood roof diaphragm. A concrete parapet is above the masonry along the south wall. The non - structural portions of the buildings there presently are, for the most part, going to be removed and replaced with new construction. Based on Table 2 -1, the level of seismicity is High. The soil type is assumed to be Site Class D. The buildings appear to be in generally good condition and so far as we can see, it is our opinion the buildings were constructed in conformance with the plans. We do not think that destructive testing of the existing materials is warranted for the purposes of this report. The south portion of the building suffered damage due to the Nisqually Earthquake of February 2001. The south portions of the glued laminated arches that extend outside the building were partially crushed. This was due in large part to severely decayed wood at the base of the arches not being able to resist the seismic forces being transmitted to the foundations. CT Engineering was retained to design the repairs for the arches, which were completed in 2002. The following material properties were assumed for this evaluation based on the notes from the original structural drawings: 1 re w 6 -a C.) U0 CO CI 11.1 w w u_Q U3 a w z� E- Z ~ w D O - o w w � O w z U O z Sterling Realty Organization October 12, 2004 Page Three Checklists The following checklists were prepared for a Tier 1 Evaluation for Type C2 and Type W2 buildings in areas with a High Level of Seismicity evaluated to the Life Safety (LS) Performance Level of ASCE /SEI 31 -03: Basic Structural Checklist Supplemental Structural Checklist Geologic Site Hazard and Foundation Checklist (by soils engineer) Basic Nonstructural Checklist Intermediate Nonstructural Checklist Findings The following page summarize the responses to the checklists, and assigns an ID number to each recognized deficiency. The deficiencies are described and mitigation measures to correct the concerns are briefly identified in the summary. Several deficiencies would indicate that a further Tier 2 Evaluation be considered. Rather than conducting further evaluation, we recommend that the Mitigated Lateral Force Resisting System that we describe proceed to the design phase. New elements evaluated by the Tier 1 Evaluation will be designed to the requirements of the 2003 International Building Code. Closing We trust this report provides the necessary guidance to proceed with preparation of construction documents. Please contact me regarding any questions pertaining to this report. Richard E. Wyble PE Attachments: Table 1 — Summary of Deficiencies and Proposed Mitigation Figure 1 — Existing Lateral Force Resisting System (After Demolition) Figure 2 — Mitigated Lateral Force Resisting System Checklists from ASCE /SEI 31 -03 Additional Data Sheets Cc: Chandler Eason Blunk Demattei Associates 1555 Bayshore Highway #300 Burlingame, CA 94025 • • • C1 Center of rigidity more than 20% of building width away from center of mass in N/S direction for Plate 1 Add Concrete Shear Wall 17 C2 Number of shear walls in each principal direction are Tess than two Add Concrete Shear Wall 17 C3 Shear stress in concrete shear walls greater than 100 psi Add Concrete Shear Wall 17 C4 Flat slabs do not have continuous bottom steel through the column joints Provide supports external to connection for reduction in punching shear C5 Diaphragms discontinuous at concrete piers that support arches and there are building expansion joints between Plate 1 and Plate 2 Reinforce piers for confinement C5 West portion of Plate 1 has re- entrant corners over on e of the main exits Add Concrete Shear Walls 20 and 21 C6 Concrete parapet on south wall has height to thickness ratio greater than 2.5 Brace parapet to roof M1 Existing masonry shear wall on south side of wood arches is to receive new openings. Add Masonry Shear Walls 18 19 W1 Diaphragms discontinuous at concrete piers that support arches Reinforce piers for confinement W2 Span for diagonally sheathed diaphragm is greater than 40 feet Sheath roof with sheathing panels W3 Roof diaphragm connection Reconnect roof diaphragm to newly installed masonry shear walls at openings in south wall Deficiency Table 1 - Summary of Deficiencies and Proposed Mitigation Description Mitigation 1 '~ W _i O 00 U o J H w ga s u- Q = � z = 1— O Z ~ w 0 ON � wW H I- LL-. O w Z U= OH z u:itCL�ti'IYiS.f4i �fiea^ s4L{ V,` 1I:: i':: J} f. si} iS�: pry1+4 +.w.':i.uaa�a;:}.};:. O PLATE I. 11,000 5F EXP. JOINT PLATE 2 8 ;i00 5F 202' PI6 Pis PI4 PI3 PI2 PI2 PII Pq PS ///,°///, / / / % / /� / / // / /� / //, (/// (//,///,///,/./ I/ /////////// i / // / // //// / // / / // // /2”/7/ / / // ///// // / // / ////./..././././././././//////,/, ► / / / / / / // / / / /i // //,/.////, �l _ b o186 o o b b FIGURE I - EXISTING LATERAL FORGE RESISTING SYSTEM (AFTER THEATER OEMOL ITION) 0 z • • • z 5 w . U O 0 J � w w � z � i- 0 Z ~ w D O 52 U O I- i w 5- 0 w z U N � 0 PLATE I. 11,p00 EXP. JbINT Pl.-ATE stoo si=0 jp ip I5 PI4 P 2 ?II YO 1Pci 0 0 r "F r 0 c d i Ado/A A A A A 0 n 1 e FIGURE 2 - MITIGATE-0 LATERAL FORGE RESISTING' SYSTEM .;, • • 1.• Z Z W � UO J H UJ CHECKLISTS W o J Seismic Evaluation of Existing Buildings co d 15820 Tukwila International Boulevard w. Tukwila, Washington + z • I- O Z i-- U O S 1—, W uj H U LL. g O Ili Z. U N. O z Partitions C4 NEW Ceiling Systems NA NEW Light Fixtures Diaphragm Continuity - NC Plan irregularity - C /NC NEW Cladding and Glazing C7 NEW Masonry Veneer W3 C Parapets, Ornamentation and Appendages NEW Masonry Chimneys NA Stairs NEW Building Contents and Furnishing NEW Mechanincal and Electrical Equipment NEW Piping NEW Hazardous Materials Stroage and Distribution NEW Ceiling Systems C4 NEW Light Fixtures NA NEW Cladding and Glazing Diaphragm Continuity - NC Plan irregularity - C /NC NEW Parapets, Ornamentation and Appendages C7 Concrete Parapets - NC Masonry Chimneys W3 NA Mechanincal and Electrical Equipment NEW Ducts NEW Lateral Force Resisting System C4 Flat Slabs Bot. Steel - NC NA Diaphragms C5 C6 Diaphragm Continuity - NC Plan irregularity - C /NC W1 W2 Diaphragm Continuity and Diagonally Sheathed Spans - NC Connections NA W3 Roof Connection Building System 01 Torsion - NC C /NA Lateral Force Resisting System C2 C3 M1 Redundancy, Shear Stress Check - NC C /NA Connections C C • Structural Checklist Basic Supplemental Nonstructural Component Checklist Basic Intermediate C NC NA NEW ID ID ID C2 C2 &W2 Conforming Non - Conforming Not Applicable New Construction - Current Code Deficiencies ID w r4 2 - J O 0 • uJ J = F. V) Li. w � u _ = • a F.w Z = I- 0 Z ~ • w 0 O � O I-- w w • 0 u O ..z C.) (I) z Screening Phase (Tier 1) 3.7.9 Basic Structural Checklist for Building Type C2: Concrete Shear Walls with Stiff Diaphragms This Basic Structural Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non- compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the buildings being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. C3.7.9 Basic Structural Checklist for Building Type C2 These buildings have floor and roof framing that consists of cast -in -place concrete slabs, concrete beams, one -way joists, two -way waffle joists, or flat slabs. Floors are supported on concrete columns or bearing walls. ,Lateral forces are resisted by cast -in -place concrete shear walls. In older construction, shear walls are lightly reinforced but (Alen extend throughout the building. In more recent construction, shear walls occur in isolated locations and are more heavily reinforced with boundary elements and closely spaced ties to provide ductile performance. The diaphragms consist of concrete slabs and are stiff relative to the walls. Foundations consist of concrete spread footings, mat foundations, or deep foundations. �� Building System ( C ;' NC N/A LOAD PATH: The structure shall contain a minimum of one complete load path for Life Safety �� and immediate Occupancy for seismic force effects from any horizontal direction that serves to transfer the inertial forces from the mass to the foundation. (Tier 2: Sec. 4.3.1.1) C NC .41;;\ ' MEZZANINES: Interior mezzanine levels shall be braced independently from the main structure, or shall be anchored to the lateral- force - resisting elements of the main structure. (Tier 2: Sec. 4.3.1.3) C NC N/A 1 WEAK STORY: The strength of the lateral - force - resisting system in ar,;: story shall not be less than 80 percent of the strength in an adjacent story, abovr: or below, for Lie. Safety and Imme<iiete Occupancy. (Tier 2: Sec. 4.3.2.1) C NC N/A ) SOFT STORY: The stiffness of the lateral- force - resisting system in any story shall not be Tess than 70 percent of the lateral- force - resisting system stiffness in an adjacent story above or below, or less than 80 percent of the average lateral- force - resisting system stiffness of the three stories above or below for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.2) C NC ! � N/A ) GEOMETRY: There shall he no changes in horizontal dimension of the lateral- force - resisting �i system of more than 30 percent in a story relative to adjacent stories for Life Safety and Immediate Occupancy, excluding one -story penthouses and mezzanines. (Tier 2: Sec. 4.3.2.3) C NC NIA VERTICAL DISCONTINUITIES: All vertical elements in the lateral - force - resisting system shall be continuous to the foundation. (Tier 2: Sec. 4.3.2.4) C NC N/A ,' MASS: There shall be no chance in effective mass more than 50 percent from one story to the next for Life Safety and Immediate Occupancy. Light roofs, penthouses, and mezzanines need not be considered. (Tier 2: Sec. 4.3.2.5) 3 - 62 Seismic Evaluation of Existing Buildings ASCE 31 -03 • Z 1"/ 00 N D J H W 2 u_ j • d =w H z1._ H O w O N • 1— W W U' O w • = O ~ z C ; A NC) N/A . C ZINC N/A ASCE 31 NC) N/A C ) NC N/A Screening Phase (Tier 1) TORSION: The estimated distance between the story center of mass and the story center of rigidity shall be less than 20 percent of the building width in either plan dimension for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.6) C) NC N/A DETERIORATION OF CONCRETE: There shall be no visible deterioration of concrete or reinforcing steel in any of the vertical- or lateral- force - resisting elements. (Tier 2: Sec. 4.3.3.4) C NC iI N/A ) POST- TENSIONING ANCHORS: There shall be no evidence of corrosion or spalling in the ✓" vicinity of post- tensioning or end fittings. Coil anchors shall not have been used. (Tier 2: Sec. 4.3.3.5) CONCRETE WALL CRACKS: All existing diagonal cracks in wall elements shall be less than 1/8 inch for Life Safety and 1/16 inch for Immediate Occupancy, shall not be concentrated in one location, and shall not form an X pattern. (Tier 2: Sec. 4.3.3.9) Lateral Force - Resisting System C NC ; l■!/A') COMPLETE FRAMES: Steel or concrete frrntes classified as secondary components shall form a ' complete vertical- load - carrying system. (Tier 2:. Sec. 4.4.1.6.1) 1 NC N/A REDUNDANCY: The number of lines of shear walls in each principal direction shall be greater than or equal to 2 for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.1.1) SHEAR STRESS CHECK: The shear stress in the concrete shear walls, calculated using the Quick Check procedure of Section 3.5.3.3, sh ?Ii be less than the greater of 100 psi or 2 jc for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.2.1) NC N/A REINFORCING STEEL: The ratio of reinforcing steel area to gross concrete area shall be not less than 0.0015 in the vertical direction and 0.0025 in the horizontal direction for Life Safety and Immediate Occupancy. The spacing of reinforcing steel shall be equal to or less than 18 inches for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.2.2) Connections TRANSFER TO SHEAR WALLS: Diaphragms shall be connected for transfer of loads to the shear walls for Life Safety and the connections shall be able to develop the lesser of the shear strength of the walls or diaphraems for Immediate Occupancy. (Tier 2: Sec. 4.6.2.1) C� NC N/A FOUNDATION DOWELS: Wall reinforcement shall be doweled into the foundation for Life Safety, and the dowels shall be able to develop the lesser of the strength of the walls or the uplift capacity of the foundation for Immediate Occupancy. (Tier 2: Sec. 4.6.3.5) Seismic Evaluation of Existing Buildings 3 -63 Z • W W0 O 0 to J CO IL. WO u.a co 3 = a - W Z = I-- O Z I- W U� O N O I— W u H 0 • O lll U _= O 1- 0 Z • Screening Phase (Tier 1) 3.7.9S Supplemental Structural Checklist for Building Type C2: Concrete Shear Walls with Stiff Diaphragms This Supplemental Structural Checklist shall be completed where required by Table 3 -2. The Basic Structural Checklist shall be completed prior to completing this Supplemental Structural Checklist. Lateral- Force - Resisting System � C 24C N/A DEFLECTION COMPATIBILITY: Secondary components shall have the shear capacity to develop the flexural strength of the components for Life Safety and shall meet the requirements of Sections 4.4.1.4.9, 4.4.1.4.10, 4.4.1.4.11, 4.4.1.4.12 and 4.4.1.4.15 for Immediate Occupancy. (Tier 2: Sec. 4.4.1.6.2) NC/ N/A FLAT SLABS: Flat slabs /plates not part of lateral- force - resisting system shall have continuous bottom steel through the column joints for Life Safety and immediate Occupancy (Tier Sec. 4.4.1.6.3) C NC'N/A ) C NC C NC N/A ) 1 COUPLING BEAMS: The stirrups in coupling beams over means of egress shall be spaced at or less than d/2 and shall be anchored into the confined core of the beam with hooks of 135° or more for Life Safety. All coupling beams shall comply with the requirements above and shall have the capacity in shear to develop the uplift capacity of the adjacent wall for Immediate Occupancy. (Tier 2: Sec. 4.4.2.2.3) OVERTURNING: All shear walls shall have aspect ratios less than 4 -to -1. Wall piers need not be considered. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.4) CONFINEMENT REINFORCING: For shear walls with aspect ratios greater than 2 -to -1, the boundary elements shall be confined with spirals or ties with spacing less than 8d This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.5) NC N/A REINFORCING AT OPENINGS: There shall be added trim reinforcement around all wall openings with a dimension greater than three times the thickness of the wall. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.6) C ( I:: NC N/A DIAPHRAGM CONTINUITY: The diaphragms shall not be composed of split -level floors and shall not have expansion joints. (Tier 2: Sec. 4.5.1.1) C) NC N/A C N/A WALL THICKNESS: Thickness of bearing walls shall not be less than 1/25 the unsupported height or length, whichever is shorter, nor less than 4 inches. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.7) rC NCIN /A Diaphragms OPENINGS AT SHEAR WALLS: Diaphragm openings immediately adjacent to the shear walls shall be less than 25 percent of the wall length for Life Safety and 15 percent of the wall length for Immediate Occupancy. (Tier 2: Sec. 4.5.1.4) PLAN IRREGULARITIES: There shall be tensile capacity to develop the strength of the diaphragm at re- entrant corners or other locations of plan irregularities. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.7) C NC N /A j DIAPHRAGM REINFORCEMENT AT OPENINGS: There shall be reinforcing around all _/ diaphragm openings larger than 50 percent of the building width in either major plan dimension. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.3) 3 -64 Seismic Evaluation of Existing Buildings ASCE 31 -03 2 Z re w -J O 0 to tD W W r I W F� } } } J u. a H = Z � ZI- U O 92 O I-- = W� F^ U. O w z 0 0 2 C NC (NIA) ASCE 31 - 03 Screening Phase (Tier 1) Connections UPLIFT AT PILE CAPS: Pile caps shall have top reinforcement and piles shall be anchored to the% pile caps for Life Safety, and the pile cap reinforcement and pile anchorage shall be able to develop the tensile capacity of the piles for Immediate Occupancy. (Tier 2: Sec. 4.6.3.10) Seismic Evaluation of Existing Buildings 1 3 -65 Screening Phase (Tier 1) 3.7.2 Basic Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial This Basic Su Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non- compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the building's being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. C3.7.2 Basic Structural Checklist for Building Type W2 These buildings are commercial or industrial buildings with a floor area of 5,000 square feet or more. There are few, if any, interior walls. The floor and roof framing consists of wood or steel trusses, glulam or steel beams, and wood posts or steel columns. Lateral forces are resisted by wood diaphragms and exterior stud walls sheathed with plywood, oriented strand board, stucco, plaster, straight or diagonal wood sheathing, or braced with rod bracing. Wall openings for storefronts and garages, where present, are framed by post -and -beam framing. Building System NC N/A LOAD PATH: The structure shall contain a minimum of one complete load path for Life Safety and Immediate Occupancy for seismic force effects from any horizontal direction that serves to transfer the inertial forces from the mass to the foundation. (Tier 2: Sec. 4.3.1.1) C NC (N /A MEZZANINES: Interior mezzanine levels shall be braced independer.tiy from the main structure, or shall be anchored to the lateral - force- resisting elements of the main structure. (Tier 2: Sec. 4.3.1.3) C NC (N /A WEAK STORY: The strength of the lateral- force - resisting system in any story shall not be less ■ than 80 percent of the strength in an adjacent story, above or below, for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.1) C NC ` N /A) SOFT STORY: The stiffness of the. lateral- force - resisting system in any story shall not be less than �—� 70 percent of the lateral- force - resisting system stiffness in an adjacent story above or below, or less than 80 percent of the average lateral- force - resisting system stiffness of the three stories above or below for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.2) . C NC • N/A GEOMETRY: There shall be no changes in horizontal dimension of the lateral- force - resisting system of more than 30 percent in a story relative to adjacent stories for Life Safety and Immediate Occupancy, excluding one -story penthouses and mezzanines. (Tier 2: Sec. 4.3.2.3) C NC'. N/A VERTICAL DISCONTINUITIES: All vertical elements in the lateral- force - resisting system shall be continuous to the foundation. (Tier 2: Sec. 4.3.2.4) C NC: N/A ; MASS: There shall be no change in effective mass more than 50 percent from one story to the next for Life Safety and Immediate Occupancy. Light roofs, penthouses. and mezzanines need not be considered. (Tier 2: Sec. 4.325) 3 - 28 Seismic Evaluation of Existing Buildings ASCE 31 -03 1 z QQ � JU O 0 N J H • w w 0 u - ¢ co = a �. z= ZO W U 0 O I— W W 1 — 11 O W z U N O ~ z Screening Phase (Tier 1) N C N/A DETERIORATION OF WOOD: Tnere shall be no signs of decay, shrinkage, splitting, fire damage, or sagging in any of the wood members, and none of the metal connection hardware shall be deteriorated, broken, or loose. (Tier 2: Sec. 4.3.3.1) C NC i N /A WOOD STRUCTURAL PANEL SHEAR WALL FASTENERS: There shall be no more than 15 percent of inadequate fastening such as overdriven fasteners, omitted blocking, excessive fastening spacing, or inadequate edge distance. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.3.3.2) Lateral- Force - Resisting System ; C )NC N/A REDUNDANCY: The number of lines of shear walls in each principal direction shall be greater �/ than or equal to 2 for Lifc Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.1.1) C NC ' N /A) SHEAR STRESS CHECK: The shear stress in the shear walls, calculated using the Quick Check L-� procedure of Section 3.5.3.3, shall be less than the following values for Life Safety and Immediate Occupancy (Tier 2: Sec. 4.4.2.7.1): Structural panel sheathing 1,000 plf Diagonal sheathing 700 plf Straight sheathing 100 plf All other conditions 100'plf C NC (N /A) STUCCO (EXTERIOR PLASTER) SHEAR WALLS: Multi -story buildings shall not rely on exterior stucco walls as the primary lateral - force - resisting system. (Tier 2: Sec. 4.4.2.7.2) • C NC (NIA G PSUivl WALLBOARD OR PLASTER SHEAR WALLS: Interior plaster or gypsum wallboard shall not be used as shear walls on buildings over one story in height with the exception of the uppermost level of a multi -story building. (Tier 2: Sec. 4.4.2.7.3) • NARROW WOOD SHEAR WALLS: Narrow wood shear walls with an aspect ratio greater. than 2 -to -1 for Life Safety and 1.5 -to -1 for Immediate Occupancy shall not be used to resist lateral forces developed in the building in levels of moderate and high seismicity. Narrow wood shear walls with an aspect ratio greater than 2 -to -1 for Immediate Occupancy shall not be used to resist lateral forces developed in the building in levels of low seismicity. (Tier 2: Sec. 4.4.2.7.4) C NC (N /A. ) C NC :N/A '11 WALLS CONNECTED THROUGH FLOORS: Shear walls shall have interconnection between l••.�-J stories to transfer overturning and shear forces through the floor. (Tier 2: Sec. 4.4.2.7.5) C NC `. N/A HILLSIDE SITE: For structures that are taller on at least one side by more than one -half story due to a sloping site, all shear walls on the downhill slope shall have an aspect ratio less than 1 -to -1 for Life Safety and 1 -to -2 for Immediate Occupancy. (Tier 2: Sec. 4.4.2.7.6) ASCE 31 -03 C NC,' N/A \ CRIPPLE WALLS: Cripple walls below first- floor -level shear walls shall be braced to the • foundation with wood structural panels. (Tier 2: Sec. 4.4.2.7.7) +, C 'NC N/A OPENINGS: Walls with openings greater than 80 percent of the length shall be braced with wood structural panel shear walls with aspect ratios of not more than 1.5 -to -1 or shall be supported by adjacent construction through positive ties capable of transferring the lateral forces. (Tier 2: Sec. 4.4.2.7.8) f.)( }r Connections C -'i NC N/A WOOD POSTS: There shall be a positive conncction of wood posts to the foundation. (Tier 2: Sec. 4.6.3.3) C NC N/A WOOD SILLS: All wood sills shall be bolted to the foundation. (Tier 2: Sec. 4.6.3.4) C ,. `NC N/A GIRDER/COLUMN CONNECTION: There shall be a positive connection utilizing plates. connection hardware, or straps between the girder and the column support. (Tier 2: Sec. 4.6.4.1) Seismic Evaluation of Existing Buildings 1 3 - 29 ;.a;:. ,ir,.i:.:J.. ,::: 4ui::. 5£ i.... d+... �e�u....:: ai .;t:::e:.:�e:r;�;aru.wi;:GS'.i: •CY°Ait4a8'u;:rifs 3.7.2S Supplemental Structural Checklist for Building Type W2: Wood Frames, This Supplemental Structural Checklist shall be completed where required by Table 3 -2. The Basic Structural Checklist shall be completed prior to completing this Supplemental Structural Checklist. C C NC' N/A DIAPHRAGM CONTINUITY: The diaphragms shall not be composed of split -level floors and shall not have expansion joints. (Tier 2: Sec. 4.5.1.1) ; C 1 NC NIA PLAN IRREGULARITIES: There shall be tensile capacity to develop the strength of the t. ✓ diaphragm at re- entrant corners or other locations of plan irregularities. This statement shall apply to the immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.7) ( C ) NC N/A DIAPHRAGM: REINFORCEMENT AT OPENINGS: There shall be reinforcing around all diaphragm openings larger than 50 percent of the building width in either major plan dimension. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.3) C NC (N /A i STRAIGHT SHEATHING: All straight sheathed diaphragms shall have aspect ratios less than 2- to -I for Life Safety and 1 -to -1 for Im1itediate Occupancy in the direction being considered. (Tier 2: Sec. 4.5.2.1) NC! N/. Commercial and Industrial Screening Phase (Tier 1) Lateral - Force - Resisting System HOLD -DOWN ANCHORS: All shear walls shall have hold -down anchors constructed per acceptable construction practices, attached to the end studs. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.7.9) Diaphragms NC N/A ROOF CHORD CONTINUITY: All chord elements shall be continuous, regardless of changes in roof elevation. (Tier 2: Sec. 4.5.1.3) NC N/A SPANS: All wood diaphragms with spans greater than 24 feet for Life Safety and 12 feet for Immediate Occupancy shall consist of wood structural panels or diagonal sheathing. Wood commercial and industrial buildings may have rod - braced systems. (Tier 2: Sec. 4.5.2.2) C ( N/A UNBLOCKED DIAPHRAGMS: All diagonally sheathed or unblocked wood structural panel diaphragms shall have horizontal spans less that 40 feet for Life Safety and 30 feet for lmmedizte Occupancy and shall have aspect ratios less than or equal to 4 -to -1 for Life Safety and 3 -to -1 for Immediate Occupancy. (Tier 2: Sec. 4.5.2.3) C NC N/A S OTHER DIAPHRAGMS: The diaphragm shall not consist of a system other than wood, metal deck, concrete, or horizontal bracing. (Tier 2: Sec. 4.5.7.1) C ; NC N/A Connections WOOD SILL BOLTS: Sill bolts shall be spaced at 6 feet or less for Life Safety and 4 feet or less for Immediate Occupancy, with proper edge and end distance provided for wood and concrete. (Tier 2: Sec. 4.6.3.9), 3 - 30 Seismic Evaluation of Existing Buildings ASCE 31 -03 • 3.9.1 Basic Nonstructural Component Checklist This Basic Nonstructural Component Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non - compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the buildings being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. 3 .122 NC iN /A ) C NC + N /A --) \, � r � J C NC. \ N/A .•' C C C NC( N/A .; NC • C NC: N/A C NC N/A ) Screening Phase (Tier 1) Partitions UNREINFORCED MASONRY: Unreinforced masonry or hollow clay tile partitions shall be braced at a spacing equal to or less than 10 feet in levels of low or moderate seismicity and 6 feet in levels of high seismicity. (Tier 2: Sec. 4.3.1.1) Ceiling Systems SUPPORT: The integrated suspended ceiling system shall not be used to laterally support the tops of gypsum board, masonry, or hollow clay tile partitions. Gypsum board partitions need not be evaluated where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.2.1) Light Fixtures EMERGENCY LIGHTING: Emergency lighting shall be anchored or braced to prevent falling during an earthquake. ('bier 2: Sec. 4.8.3.1) Cladding and Glazing CLADDING ANCHORS: Cladding components weighing more than 10 psf _hall be mechanically anchored to the exterior wall framing at a spacing equal to or less than 4 feet. A spacing of up to 6 feet is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.1) N/A ` DETERIORATION: There shall be no evidence of deterioration, damage or corrosion in any of • the connection elements. (Tier 2: Sec. 4.8.4.2) NC ( N/A ) CLADDING ISOLATION: For moment frame buildings of steel or concrete, panel connections • shall be detailed to accommodate a story drift ratio of 0.02. Panel connection detailing for a story drift ratio 0E0.01 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.3) MULTISTORY PANELS: For multi -story panels attached at each floor level, panel connections shall be detailed to accommodate a story drift ratio of 0.02. Panel connection detailing for a story drift ratio of 0.01 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.4) BEARING CONNECTIONS: Where hearing connections are required, there shall be a minimum of two bearing connections for each wall panel. (Tier 2: Sec. 4.3.4.5) Seismic Evaluation Standard 1 ASCE 31 -02 ASCE 31 -03 C NC , N/A ,.) INSERTS: Where inserts are used in concrete connections, the inserts shall be anchored to reinforcing steel or other positive anchorage. (Tier 2: Sec. 4.8.4.6) C NC N/A PANEL .CONNECTIONS: Exterior cladding panels shall be anchored out -of -plane with a minimum of 4 connections for each wall panel. Two connections per wall panel are permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.7) 1 r. C! NC N/A NC N/A TIES: Masonry veneer shall be connected to the back -up with con - osion- resistant ties. The ties shall have a spacing equal to or less than 24 inches with a minimum of one tie for every 2 -2/3 square feet. A spacing of up to 36 inches is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.5.2) Screening Phase (Tier 1) Masonry Veneer • • SHELF ANGLES: Masonry veneer shall be supported by shelf angles or other elements at each floor 30 feet or more above ground for Life Safety and at each floor above the first floor for Immediate Occupancy. (Tier 2: Sec. 4.8.5.1) NC N/A WEAKENED PLANES: Masonry veneer shall be anchored to the back -up adjacent to weakened planes, such as at the locations of flashing. (Tier 2: Sec. 4.8.5.3) r i. C: NC N/A C NC N/A / URM PARAPETS: There shall be no laterally unsupported unreinforced masonry parapets or cornices with height -to- thickness ratios greater than 1.5. A height -to- thickness ratio of up to 2.5 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec.4.8.8.1) DETERIORATION: There shall be no evidence of deterioration, damage, or corrosion in any of the connection elements. (Tier 2: Sec. 4.8.5.4) Parapets, Cornices, Ornamentation, and Appendages C NC / CANOPIES: Canopies located at building exits shall be anchored to the structural framing at a spacing of 6 feet or less. An anchorage spacing of up to 10 feet is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.8.2) Masonry Chimneys C NC I. N /A. ' URM CHIMNEYS: No unreinforced masonry chimney shall extend above the roof surface more -- than twice the least dimension of the chimney. A height above the roof surface of up to three times the least dimension of the chimney is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.9.1) Stairs C NC; N /A,' URM WALLS: Walls around stair enclosures shall not consist of unbraced hollow clay tile or unreinforced masonry with a height -to- thickness ratio greater than 12 -to -1. A height -to- thickness ratio of up to 15 -to -1 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.10.1) C NC N/A STAIR DETAILS: In moment frame structures, the connection between the stairs and the structure shall not rely on shallow anchors in concrete. Alternatively, the stair details shall be capable of accommodating the drift calculated using the Quick Check procedure of Section 3.5.3.1 without including tension in the anchors. (Tier 2: Sec. 4.8.10.2) Seismic Evaluation of Existing Buildings 3.123 - . . ....« Building Contents and Furnishing C NC . --- TA h ratio ROW CONTENTS shall be Contents anchored to t the floor or adjacent structural height-to- s. A width raio greater height-to-depth or height-to-width is ratio equ� required by Table 4-to-1 -2. (Tier permitted Szc. 4 8 I 1 l) only the Basic Nonstructural Comp C NC N /A,. C NC N/A. C NC NIA: C C C NC ' N/A . /� C NC! N/A ) Mechanical and Electrical Equipment EMERGENCY POWER: Equipment used as part of an emergency power system shall be mounted to maintain continued operation after an earthquake. (Tier 2: Sec. 4.8.12.1) material or equipment have 4.8.12.2) DETERIORATION: There shall be no evidence of deterioration, damage, or corrosion in any of the anchorage or supports of mechanical or electrical equipment. (Tier 2: Sec. 4.8.12.3) ATTACHED EQUIPMENT: rlevel shall weighing over 20 lb braced. (Tier 2: at Sec attached t walls, or other supports 4 feet above the floo FIRE SUPPRESSION PIPING: accordance with NFPA -13 (NFPA, FLEX1B1rE COUPLINGS: Fluid, (Tier 2: Sec. 4.8.13.2) Piping Fire suppression piping shall be anchored and braced in 1996). (Tier 2: Sec. 4.8.13.1) gas, and fire suppression piping shall have flexible couplings. Hazardous Materials Storage and Distribution • TOXIC SUBSTANCES: latched d and doors, helf lips, or other breakable containers (Tier S� shall 4.8.15.1) restrained from falling by 3 -124 Screening Phase (Tier 1) Seismic Evaluation of Existing Buildings ASCE 31 -03 • C ( .) N/A ASCE 31 - 03 Screening Phase (Tier 1) 3.9.2 Intermediate Nonstructural Component Checklist This Intermediate Nonstructural Component Checklist shall be completed where required by Table 3 -2. The Basic Nonstructural Component Checklist shall be completed prior to completing this Intermediate Nonstructural Component Checklist. Ceiling Systems C NC iN /A- LAY -IN TILES: Lay -in tiles used in ceiling panels located at exits and corridors shall be secured with clips. (Tier 2: Sec. 4.8.2.2) C NC .N /A) INTEGRATED CEILINGS: Integrated suspended ceilings at exits and corridors or weighing more than 2 pounds per square foot shall be laterally restrained with a minimum of four diagonal wires or rigid members attached to the structure above at a spacing equal to or less than 12 feet. (Tier 2: Sec. 4.8.2.3) C NC % N/A SUSPENDED LATH AND PLASTER: Ceilings consisting of suspended lath and plaster or gypsum board shall be attached to resist s. ismic forces for every 12 square feet of area. (Tier 2: Sec. 4.8.2.4) Light Fixtures C NC (N/A INDEPENDENT SUPPORT: Light fixtures in suspended grid ceilings shall be supported independently of the ceiling suspension system by a minimum of two wires at diagonally opposite corners of the fixture. (Tier 2: Sec. 4.8.3.2) Cladding and Glazing C NC (N /A GLAZING: Glazing in curtain wails and individual panes over 16 square feet in area, located up to a height of 10 feet above an exterior walking surface, shall have safety glazing. Such glazing located over 10 feet above an exterior walking surface shall be laminated annealed or laminated heat - strengthened safety glass or other glazing system that will remain in the frame when glass is cracked. (Tier 2: Sec. 4.8.4.8) Parapets, Cornices, Ornamentation, and Appendages CONCRETE PARAPETS: Concrete parapets with height -to- thickness ratios greater than 2.5 shall have vertical reinforcement. (Tier 2: Sec. 4.8.8.3) r1 C NC (N /A) APPENDAGES: Cornices, parapets, signs, and other appendages that extend above the highest point of anchorage to the structure or cantilever from exterior wall faces and other exterior wall ornamentation shall be reinforced and anchored to the structural system at a spacing equal to or less than 10 feet for Life Safety and 6 feet for Immediate Occupancy. This requirement need not apply to parapets or cornices compliant with Section 4.8.8.1 or 4.8.8.3. (Tier 2: Sec. 4.8.8.4) Masonry Chimneys C NC N/A ) ANCHORAGE: Masonry chimneys shall be anchored at each floor level and the roof. (Tier 2: Sec. 4.8.9.2) Seismic Evaluation of Existing Buildings 3 - 125 -- n Screening Phase (Tier 1) • Mechanical and Electrical Equipment C NC i N /A. VIBRATION ISOLATORS: Equipment mounted on vibration isolators shall be equipped with restraints or snubbers. (Tier 2: Sec. 4.8.12.5) • Ducts 1 C NC N /A.' STAIR AND SMOKE DUCTS: Stair pressurization and smoke control ducts shall be braced and r shall have flexible connections at seismic joints. (Tier 2: Sec. 4.8.14.1) 3 -126 Seismic Evaluation of Existing Buildings ASCE 31 -03 ab L i • z • Z W : J U O 0 ' N0 ' co w J 1.- DATA SHEETS N WD Seismic Evaluation of Existing Buildings CO 15820 Tukwila International Boulevard C Tukwila, Washington Z zo O ▪ N . • H w 2 U ~ O 11J Z : U - O E-. z SHEAR WALL SUMMARY - ASCE /SEI 31 -03 PSEUDO FORCES WALL MATL Vpseudo Vpseudo Vpseudo EXIST FINAL C2 W2 m t L PSI PSI EXIS`f' EXIST FINAL le EX CSW 1785 1542 4.0 8 138 34 29 2e EX CSW 999 561 4.0 8 24 108 61 3e EX CSW 1070 588 4.0 8 25 111 61 4e EX CSW 1786 1185 4.0 8 50 93 62 5e EX CSW 638 638 4.0 8 50 33 33 17 SRCSW 1218 4.0 14 22 0 82 18e EX MSW 340 1.5 2.5 180 42 0 18e EX MSW (MOD) 340 1.5 2.5 135 56 0 18 SRMSW 170 170 4.0 7.625 22 21 21 19 SRMSW 170 170 4.0 7.625 22 21 21 20 SRCSW 55 4.0 12 5.5 0 17 21 SRCSW 55 4.0 12 5.5 0 17 P8 EX PIER 121 244 244 4.0 24 3 71 71 P9 EX PIER 116 239 239 4.0 24 3 69 69 P10 EX PIER 111 234 234 4.0 24 3 68 68 P11 EX PIER 106 229 229 4.0 24 3 66 66 P12 EX PIER 101 224 224 4.0 24 3 65 65 P13 EX PIER 129 252 252 4.0 24 3 73 73 P14 EX PIER 158 281 281 4.0 24 3 81 81 P15 EX PIER 186 309 309 4.0 24 3 89 89 P16 EX PIER 215 338 338 4.0 24 3 98 98 EX CSW EXISTING CONCRETE SHEAR WALL EX MSW EXISTING MASONRY WALL EX MSW (MOD) EXISTING MASONRY WALL AFTER OPENINGS ADDED EX PIER EXISTING PIER SRMSW NEW SPECIAL REINFORCED MASONRY SHEAR WALL SRCSW NEW SPECIAL REINFORCED CONCRETE SHEAR WALL Ct Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 -- User KW-0602997. Ver 5.6.1, 25-Oct-2002 (c)1993.2002 ENERCALC Eng nearing Software Description General Information Y -Y Axis Shear 2,093.00 k X -X Axis Shear 2,093.00 k ...Shears are applied on each axis separately Wall Data 1 2 3 4 8.000 8.000 8.000 8.000 Calculated Wall Forces Label 1 2 3 4 X Accidental Eccentricity Y Accidental Eccentricity Suite 302 Load Location for Maximum Forces X ft Y 96.031 27.631 96.031 96.031 Summary 0.000 0.000 0.000 0.000 X Distance to Center of Rigidity Y Distance to Center of Rigidity 138.000 24.000 25.000 50.000 Title : Dsgnr: Description : Scope : Rigid Diaphragm Torsional Analysis Date: C2 - PLATE 1 EXISTING PSEUDO 43.169 ft 123.192 ft 34.200 ft 23.100 ft Min. X Axis Ecc Min. Y Axis Ecc 16.000 16.000 16.000 16.000 108.000 38.000 45.000 156.000 Direct Shears k Length Thick 0.000 998.891 1,052.400 0.000 30.616 0.000 0.000 11.093 Controlling Eccentricities Xcm + (Min % *MaxX) - Xcm - (Min % *MaxX) - Controlling Eccentricities Ycm + (Min%*MaxY) - Ycm - (Min % *MaxY) - 15.00 15.00 % 152.000 141.000 113.000 41.000 Job # Page 1 c:1documents and settings lrwyble\my documents X Axis Center of Mass 105.00 ft Y Axis Center of Mass 99.00 ft Max X Dimension 228.00 ft Max Y Dimension 154.00 ft Label Thickness in Length ft Height Wall Xcg Wall Ycg Wall Angle Wall End ft ft ft deg CCW Fixity E 0.0 90.0 90.0 0.0 Torsional Shearsk Length Thick 1,785.197 - 13.789 17.884 - 1,785.552 Fix -Fix Fix -Fix Fix -Fix Fix -Fix 18.423 0.253 -0.525 11.617 & Forces from Applied Y -Y Shear X -cr = 96.031 ft Torsion = X -cr = • 27.631 ft Torsion = & Forces from Applied X -X Shear Y -cr = -1.092 ft Torsion = Y -cr = - 47.292 ft Torsion = 1.0 1.0 1.0 1.0 Final Max. Wall i Shear 1,785.197 998.891 1,070.284 - 1,785.552 200992.69 k -ft 57,831.49 k -ft - 2,285.58 k -ft - 98,982.18 k -ft 1z re QQ � JU 00 U) o CO L1J J F- N W u o g< = • d W Z • Ho O H O • 52 O I- W H N • o W Z U= O 1- Z CT Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Suite 302 Rev 560100 User: KW -0602997, Ver 5.6.1, 25-Oct-2002 (c)1953.2002 ENERCALC Engineering Software Description C2 - PLATE 1 EXISTING PSEUDO • Sketch & Diagram Rigid Diaphragm Torsional Analysis Wan: 2 at (38.0,141.01 L ■24.0, T ■1.3, Ht *16.0 tr Rigidity Wall: 3 at (45.0,113.0) L•25.0, T.1.3, Ht -16,0 'ntr Mass Title : Dsgnr: Description : Scope : Wall: 1 at (105.0,152.0) ( L =136.0, T.1.3, Ht =16.0 Wall: 4 at (156.d.481.0) L =50.0, T =1.3, Ht.16.0 Date: Job # Page 2 c:ldocuments and settings\rwyble \my documents CT Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev. 560100 User: KW-0602997, Ver 5 6.1, 25.Oct-2002 ()19B3.2002 ENERCALC Engineering Software Description General Information Y -Y Axis Shear 914.00 k X -X Axis Shear 914.00 k ...Shears are applied on each axis separately Label Thickness Length Height Wall Xcg Wall Ycg Wall Angle Wall End in ft ft ft ft deg CCW Fixity E 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Calculated Wall Forces Summary 8.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 0.000 9.222 9.222 9.222 9.222 - 51.978 - 51.978 - 51.978 - 51.978 - 51.978 X Distance to Center of Rigidity Y Distance to Center of Rigidity X Accidental Eccentricity Y Accidental Eccentricity Suite 302 Rigid Diaphragm Torsional Analysis C2 - PLATE 2 EXISTING PSEUDO 6.235 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 132.378 ft 27.765 ft 30.600 ft 9.000 ft Min. X Axis Ecc Min. Y Axis Ecc 16.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 205.000 228.000 204.000 180.000 156.000 132.000 108.000 84.000 60.000 36.000 Label Load Location for Maximum Forces Direct Shears k X ft Y Length Thick - 618.955 101.030 101.030 101.030 101.030 101.030 101.030 101.030 101.030 101.030 Title : Dsgnr: Description : Scope: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.00 % 15.00 % 41.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 X Axis Center of Mass 111.00 ft Y Axis Center of Mass 25.00 ft Max X Dimension 204.00 ft Max Y Dimension 60.00 ft - 18.546 20.066 15.030 9.993 4.957 0.447 28.832 57.218 85.603 113.989 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Date: Torsional Shears k Length Thick -0.482 -3.048 -3.048 -3.048 -3.048 17.179 17.179 17.179 17.179 17.179 Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min % *MaxX) - X -cr = 9.222 ft Torsion = Xcm - (Min % *MaxX) - X -cr = - 51.978ft Torsion = Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min % *MaxY) - Y -cr = 6.235ft Torsion = Ycm - (Min% MaxY) - Y -cr = - 11.765ft Torsion = Job # Page 1 c:\documents and settings \rwyble\mv documents Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Final Max. Wall Shear - 637.501 121.096 116.060 111.024 105.987 101.477 129.862 158.248 186.633 215.019 8,429.16 k -ft - 47,507.64 k -ft 5,698.86 k -ft - 10,753.14 k -ft P 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 eLV:.f i,LITh' Ct Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Suite 302 l Rev: 560100 User: KW- 0602997. Ver 5.6.1, 25•Oct•2002 (c)1983.2002 ENERCALC Engineering Software Description C2 - PLATE 2 EXISTING PSEUDO Sketch & Diagram Title : Dsgnr: Description : Scope : Rigid Diaphragm Torsional Analysis _ippntr Rigidity - Cntr Maas Date: Page/ 2 c:ldocuments and settincslrwyblelrny documents Wall: 1 at (2+0,41.0) L.50.0, T•1.3, Ht•16.0 Otia11: at I21te 1Mt ALIA at latilliallar at (1 t> k0 slat (1 6I .9kt 115 (1 0i .11at (= J1at (226.0,0.0) TN.Q).ieJS.1.4.0J_$ .1 4. 01.4111 1. 4. 01.>@ 41. l• 4. 0(.. 1614.11. 4. 01. tti L19 .1=4.0).#M1.1 = Ht•6A Job # eCT Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User KW-0602997, Ver 5.6.1, 25 -Oct -2002 Rigid Diaphragm Torsional Analysis (011983 -2002 ENERCALC Engineering Software Page c: documents and settings \nvyble \my document Description General Information Y -Y Axis Shear 2,093.00 k X -X Axis Shear 2,093.00 k ...Shears are applied on each axis separately Wall Data 1 2 3 4 17 20 21 1 2 3 4 17 20 21 8.000 8.000 8.000 8.000 14.000 12.000 12.000 Calculated Wall Forces Label 0.000 -6.464 -6.464 0.000 61.936 -6.464 -6.464 Summary 1 X Accidental Eccentricity Y Accidental Eccentricity Suite 302 X Distance to Center of Rigidity Y Distance to Center of Rigidity C2 - PLATE 1 FINAL PSEUDO Load Location for Maximum Forces X ft Y -1.001 0.000 0.000 - 47.201 0.000 0.000 0.000 138.000 24.000 25.000 50.000 22.000 5.500 5.500 77.264 ft 123.101 ft 34.200 ft 23.100 ft Min. X Axis Ecc Min. Y Axis Ecc Label Thickness in Length Height Wall Xcg Wall Ycg Wall Angle Wall End ft ft ft ft deg CCW Fixity E 16.000 16.000 16.000 16.000 16.000 16.000 16.000 108.000 38.000 45.000 156.000 131.000 12.000 12.000 Title Dsgnr: Description : Scope : 15.00 OA 15.00 % 152.000 141.000 113.000 41.000 118.000 61.000 16.000 0.0 90.0 90.0 0.0 90.0 90.0 90.0 Direct Shears k Torsional Shearsk Length Thick -1,542.029 543.959 573.098 - 540.583 849.338 51.946 51.946 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Date: Length Thick 13.713 18.006 15.588 - 644.225 368.694 2.858 2.858 Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix 0.067 -0.044 0.026 2.928 -0.581 0.117 0.201 Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min % *MaxX) - X -cr = 61.936ft Torsion = Xcm - (Min % *MaxX) - X -cr = - 6.464ft Torsion = Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min % *MaxY) - Y -cr = -1.001 ft Torsion = Ycm - (Min % *MaxY) - Y -cr = - 47.201 ft Torsion = Job # X Axis Center of Mass 105.00 ft Y Axis Center of Mass 99.00 ft MaxX Dimension 228.00ft Max Y Dimension 154.00 ft 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Final Max. Wall Shear -1,542.029 561.964 588.686 - 1,184.808 1,218.032 54.804 54.804 129632.81 k -ft - 13,528.39 k -ft - 2,094.30 k -ft - 98,790.90 k -ft z w 00 N J H N W W O 2 g Q co = a �.. z � t- O Z F- W • W 0 o F- u, u j • O ..z W U = O ~ Z a ICT Engineering PLLC 180 Nickerson Street Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Suite 302 I Rev: 560100 Law User: KW- 0602997, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 2 c:ldocuments and settings\rwyblelmy documents Description C2 - PLATE 1 FINAL PSEUDO [Sketch & Diagram L 16) Wall: 6 at (12.0,61.0) L =5.5, T ■2.0, Ht=16.0 ' (7) Wall: 7 at (12.0,16.0) T =2.0, Ht =16.0 Wall: 2 at (38.0,141.0) =24.0, T =1.7, Ht=16.0 3) .ntr Rigidity Wall: 3 at (45.0,113.0) L =25.0, T =1.3, Ht =16.0 . Cntr Mass Title : Dsgnr: Description : Scope : Wall: 1 at (108.0,152.0) ( L =176.0, 7 =1.7, Ht=18.0 5) Wall: 5 at (171.0,116.0) L =22.0, T=2.3, H1116.0 Wall: 4 at (1564,41.0) 1.•50.0, T•1.3, Ht =16.0 Date: Job # October 12, 2004 Sterling Realty Organization 600 106 Avenue NE PO Box 91723 Bellevue, WA 98009 -1723 Attn: Michael Lancaster Re: Seismic Evaluation of Existing Buildings 15820 Tukwila International Boulevard Tukwila, Washington Dear Michael, We have been retained by Blunk Demattei Associates to evaluate the proposed modifications to the existing buildings for the tenant improvements in order to accommodate Cendant Car Rental Group, Inc. This report is being used by the architect and our firm in order to guide the design team in preparing the necessary construction documents for the proposed tenant improvements. We are furnishing them with a copy of this report for design and permitting purposes. Scope and Intent The purpose of this evaluation is to identify potential deficiencies in the structural system for resisting earthquakes in the buildings that were examined. The buildings are located in an area of high seismicity and have been evaluated with a Tier 1 Evaluation to the Life Safety performance level as defined in ASCE Standard ASCE /SEI 31 -03 "Seismic Evaluations of Existing Buildings ". This evaluation was prepared after reviewing the drawings of the buildings and subsequent additions that were readily available from the owner. A site visit was conducted on September 07, 2004 and the drawings of the proposed addition that were provided by Blunk Demattei Architects were also included in the review. CT Engineering was previously retained to design repairs to these buildings after the Nisqually Earthquake of February 2001. Site and Building Data The buildings on this property consist of a tall concrete theater structure, with an adjacent lower concrete roof that connects to what was formerly a bowling alley (Type C2). The bowling alley was built with glued laminated three -hinge arches spanning 113 feet at 24 feet on center, with a curved roof of 2" nominal diagonal sheathing supportBECENED by glued laminated purlins between the arches (Type W2). The buildings are typically OFTUKW�tq supported by conventional spread footings. N v 2004 The south side of the arches are supported at grade by isolated footings and the nort pM�TCENTER side by rectangular concrete piers. The concrete piers continue above the arch seat to support the south edge of the concrete diaphragm. This concrete slab - and -beam diaphragm is at an elevation above the termination of the curved wood roof, but significantly lower than the wood roof of the theater portion. Structural Engineers PLC FILE COPY er ! CODE APR 2 0 7.005 D04 -402 180 Nickerson St. Suite 302 Seattle, WA 98109 (206)285 -4512 'Fax: 285 - 0618 z z w Ir J U U 0 CO .1 _ N w w 2 u_ ? ( 1,2a • w F- _ z � 1-- 0 w F- • w U � 0-- 0 I- w w U= H 1— 0 z Sterling Realty Organization October 12, 2004 Page Two The theater and the bowling alley portions of the buildings were initially built around 1956 as part of a two phase design prepared by John Graham Jr. A significant renovation occurred in 1980 with the addition of multiple theaters and expansion of the lobby. A wood roof at the elevation of the concrete roof diaphragm covers the lobby additions. Several subsequent smaller remodels occurred and are shown in the reference drawings we reviewed. The proposed project involves removing the theater and leaving a portion of the common wall that supports the lower concrete roof diaphragm. The area under the low concrete roof diaphragm will be converted to office space. The area that was once the bowling alley will be converted to a maintenance facility. Presently the lateral force resisting system consists of concrete shear walls bracing the low concrete roof diaphragm. The bowling alley roof is braced by the arches in the north -south direction. The south end of the low concrete roof diaphragm is braced by concrete shear walls and the concrete piers that support the north arch seat. The south wall of the bowling alley is made of hollow concrete masonry units with joint reinforcing and braces the wood roof diaphragm. A concrete parapet is above the masonry along the south wall. The non - structural portions of the buildings there presently are, for the most part, going to be removed and replaced with new construction. Based on Table 2 -1, the level of seismicity is High. The soil type is assumed to be Site Class D. The buildings appear to be in generally good condition and so far as we can see, it is our opinion the buildings were constructed in conformance with the plans. We do not think that destructive testing of the existing materials is warranted for the purposes of this report. The south portion of the building suffered damage due to the Nisqually Earthquake of February 2001. The south portions of the glued laminated arches that extend outside the building were partially crushed. This was due in large part to severely decayed wood at the base of the arches not being able to resist the seismic forces being transmitted to the foundations. CT Engineering was retained to design the repairs for the arches, which were completed in 2002. The following material properties were assumed for this evaluation based on the notes from the original structural drawings: Concrete strength f c = 3000 psi Reinforcing steel fs = 20,000 psi Glued Laminated Beams fb = 2200 psi Sterling Realty Organization October 12, 2004 Page Three Checklists The following checklists were prepared for a Tier 1 Evaluation for Type C2 and Type W2 buildings in areas with a High Level of Seismicity evaluated to the Life Safety (LS) Performance Level of ASCE /SEI 31 -03: Findings Basic Structural Checklist Supplemental Structural Checklist Geologic Site Hazard and Foundation Checklist (by soils engineer) Basic Nonstructural Checklist Intermediate Nonstructural Checklist The following page summarize the responses to the checklists, and assigns an ID number to each recognized deficiency. The deficiencies are described and mitigation measures to correct the concerns are briefly identified in the summary. Several deficiencies would indicate that a further Tier 2 Evaluation be considered. Rather than conducting further evaluation, we recommend that the Mitigated Lateral Force Resisting System that we describe proceed to the design phase. New elements evaluated by the Tier 1 Evaluation will be designed to the requirements of the 2003 International Building Code. Closing We trust this report provides the necessary guidance to proceed with preparation of construction documents. Please contact me regarding any questions pertaining to this report. Richard E. Wyble PE Attachments: Table 1 — Summary of Deficiencies and Proposed Mitigation Figure 1 — Existing Lateral Force Resisting System (After Demolition) Figure 2 — Mitigated Lateral Force Resisting System Checklists from ASCE /SEI 31 -03 c^ Additional Data Sheets Cc: Chandler Eason Blunk Demattei Associates 1555 Bayshore Highway #300 Burlingame, CA 94025 S G. EXP ES iR'RI' L i""!NP1'14'"*i iV4TR+rl,lxwJ+M. a +usv.n........._.. C1 Center of rigidity more than 20% of building width away from center of mass in N/S direction for Plate 1 Add Concrete Shear Wall 17 C2 Number of shear walls in each principal direction are less than two Add Concrete Shear Wall 17 C3 Shear stress in concrete shear walls greater than 100 psi Add Concrete Shear Wall 17 C4 Flat slabs do not have continuous bottom steel through the column joints Provide supports external to connection for reduction in punching shear C5 Diaphragms discontinuous at concrete piers that support arches and there are building expansion joints between Plate 1 and Plate 2 Reinforce piers for confinement C5 West portion of Plate 1 has re- entrant corners over on e of the main exits Add Concrete Shear Walls 20 and 21 C6 Concrete parapet on south wall has height to thickness ratio greater than 2.5 Brace parapet to roof M1 Existing masonry shear wall on south side of wood arches is to receive new openings. Add Masonry Shear Walls 18 19 W1 Diaphragms discontinuous at concrete piers that support arches Reinforce piers for confinement W2 Span for diagonally sheathed diaphragm is greater than 40 feet Sheath roof with sheathing panels W3 Roof diaphragm connection Reconnect roof diaphragm to newly installed masonry shear walls at openings in south wall Deficiency Table 1 - Summary of Deficiencies and Proposed Mitigation Description Mitigation re a PLATE I. 11,000 5F EXP. JOINT 228' FA whim GZ PLATE 2 CD 8,100 5F PI6 PI5 PI4 PI5 PI2 g PI2 PI I g Pq PS ' /, ' / / ' // / / / / / /N / / / /// /// // / // / // / // /////////// ////// V% / / / / / / / / ///// ///////// /// / / / //////////// / / / /// ///:66 ///// / / /// ” / /// // /iii / / / / /// / /////////////////////////,//// 7 //////////////////////////// / / / / ///////// /iii // // / // / // / // �I I // /iii / /iii /// // // // //, /t 0 0 0 18 0 0 0 0 0 202' FIGURE I - EXISTING LATERAL FORGE RESISTING SYSTEM (AFTER THEATER DEMOLITION) 0 z z w 6 JU 00 W J H CO LL w 0 N La = a. I - w z = 1- 0 . z I- u j O • N • I- CU w M a. ( . 0 z : p O PLATE I. I -1,p00 Sffi EXP. J■INT I 5e PATE 2 S SF° P16 P15 PI4 PI3 PI2 PII PIO Pci O r ;i ii ii ir J I i94 A A, A i A 4 1 1 1 1 1 F'`' -i FIGURE 2 - MITIGATED LATERAL FORGE RESISTING SYSTEM z if- cc w � O 0 0 co w J w 0 i d . �.w z � H 0. Z 111 uj 0 -. o ff w w Z H H u' O . w Z 0 =' OH Z CHECKLISTS Seismic Evaluation of Existing Buildings 15820 Tukwila International Boulevard Tukwila, Washington 1- W re 2 6 J U U O CO W = J H W 0 u . - a. I - _. Z F . 1--O Z1- w uj 2 U 0 u) O I- 111 W. H U L I O Z Partitions C4 NEW Ceiling Systems NA NEW Light Fixtures Diaphragm Continuity - NC Plan irregularity - C /NC NEW Cladding and Glazing C7 NEW Masonry Veneer W3 C Parapets, Ornamentation and Appendages NEW Masonry Chimneys NA Stairs NEW Building Contents and Furnishing NEW Mechanincal and Electrical Equipment NEW Piping NEW Hazardous Materials Stroage and Distribution NEW Ceiling Systems C4 NEW Light Fixtures NA NEW Cladding and Glazing Diaphragm Continuity - NC Plan irregularity - C /NC NEW Parapets, Ornamentation and Appendages C7 Concrete Parapets - NC Masonry Chimneys W3 NA Mechanincal and Electrical Equipment NEW Ducts NEW Lateral Force Resisting System C4 Flat Slabs Bot. Steel - NC NA Diaphragms C5 C6 Diaphragm Continuity - NC Plan irregularity - C /NC W1 W2 Diaphragm Continuity and Diagonally Sheathed Spans - NC Connections NA W3 Roof Connection Building System C1 Torsion - NC C /NA Lateral Force Resisting System 't 1 0 0 M Redundancy, Shear Stress Check - NC C /NA Connections C C Structural Checklist Basic Supplemental Nonstructural Component Checklist Basic Intermediate C NC NA NEW ID ID ID C2 C2&W2 Conforming Non - Conforming Not Applicable New Construction - Current Code Deficiencies ID z i1 '~ • w 6 J 0 O 0 ( 0 J H Q u- w 0 2 gQ CO = I- = MI Z F- 0 Z ~ O • N o '- Ili W u' O w z O N 0 z +du... .,,;:F:�- :i5.`3: ,,. +:z.uii:;if+.nbi it4.iK1i.1 : 4Ydii.S:lb ienila4414? C NC C NC Screening Phase (Tier 1) 3.7.9 Basic Structural Checklist for Building Type C2: Concrete Shear Walls with Stiff Diaphragms This Basic Structural Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non - compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the buildings being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. C3.7.9 Basic Structural Checklist for Building Type C2 These buildings have floor and roof framing that consists of cast -in -place concrete slabs, concrete beams; one -way joists, two -way waffle joists, or flat slabs. Floors are supported on concrete columns or bearing walls... Lateral forces are resisted by cast -in- place concrete shear walls.. In older . construction, shear walls are lightly reinforced•but often extend throughout the building. In more recent' construction; shear walls occur in isolated locations and are more heavily reinforced with boundary elements closely spaced ties to provide ductile performance. The diaphragms consist of concrete slabs and are stiff relative to the walls. Foundations consist of concrete spread footings, mat foundations, or deep foundations. Building System NC N/A LOAD PATH: The structure shall contain a minimum of one complete load path for Life Safety and immediate Occupancy for seismic force effects from any horizontal direction that serves to transfer the inertial forces from the mass to the foundation. (Tier 2: Sec. 4.3.1.1) MEZZANINES: Interior mezzanine levels shall be braced independently from the main structure, or shall be anchored to the lateral- force - resisting elements of the main structure. (Tier 2: Sec. 4.3.1.3) C NC N /A) WEAK STORY: The strength of the lateral- force - resisting system in any story shall not be less than 80 percent of the strength it: an adjacent story, above or below, for Lire Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.1) C NC (N /A ) SOFT STORY: The stiffness of the lateral- force - resisting system in any story shall not be Tess than 70 percent of the lateral- force - resisting system stiffness in an adjacent story above or below, or less than 80 percent of the average lateral- force - resisting system stiffness of the three stories above or below for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.2) C NC (N /A) GEOMETRY: There shall be no changes in horizontal dimension of the lateral- force - resisting system of more than 30 percent in a story relative to adjacent stories for Life Safety and Immediate Occupancy, excluding one -story penthouses and mezzanines. (Tier 2: Sec. 4.3.2.3) VERTICAL DISCONTINUITIES: All vertical elements in the lateral- force - resisting system shall be continuous to the foundation. (Tier 2: Sec. 4.3.2.4) C NC ;N /A) MASS: There shall be no change in effective mass more than 50 percent from one story to the next for Life Safety and Immediate Occupancy. Light roofs, penthouses, and mezzanines need not be considered. (Tier 2: Sec. 4.3.2.5) 3 - 62 Seismic Evaluation of Existing Buildings ASCE 31 -03 ± ,� ; tr�v ^; ;r'.��x�; , i -': .,.r,. ma. vrn NC N/A DETERIORATION OF CONCRETE: There shall be no visible deterioration of concrete or reinforcing steel in any of the vertical- or lateral- force - resisting elements. (Tier 2: Sec. 4.3.3.4) C NC ; N/A POST - TENSIONING ANCHORS: There shall be no evidence of corrosion or spal]ing in the vicinity of post- tensioning or end fittings. Coil anchors shall not have been used. (Tier 2: Sec. 4.3.3.5) ASCE 31 N/A TORSION: The estimated distance between the story center of mass and the story center of rigidity shall be less than 20 percent of the building width in either plan dimension for Life Safety and immediate Occupancy. (Tier 2: Sec. 4.3.2.6) Screening Phase (Tier 1) NC N/A CONCRETE WALL CRACKS: All existing diagonal cracks in wall elements shall be less than 1/8 inch for Life Safety and 1/16 inch for Immediate Occupancy, shall not be concentrated in one location, and shall not form an X pattern. (Tier 2: Sec. 4.3.3.9) Lateral Force - Resisting System C NC 1N!7A COMPLETE FRAMES: Steel or concrete frannes classified as secondary components shall form a complete vertical-load-carrying system. (Tier 2: • Sec. 4.4.1.6.l) C NC N/A REDUNDANCY: The number of lines of shear walls in each principal direction shall be greater than or equal to 2 for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.1.1) N/A SHEAR STRESS CHECK: The shear stress in the concrete shear walls, calculated using the Quick Check procedure of Section 3.5.3.3, sh ?11 be less than the greater of 100 psi or 2 jc for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.2.1) NC N/A REINFORCING STEEL: The ratio of reinforcing steel area to gross concrete area shall be not less than 0.0015 in the vertical direction and 0.0025 in the horizontal direction for Life Safety and Immediate Occupancy. The spacing of reinforcing steel shall be equal to or less than 18 inches for Life Safety and immediate Occupancy. (Tier 2: Sec. 4.4.2.2.2) Connections NC N/A TRANSFER TO SHEAR WALLS: Diaphragms shall be connected for transfer of loads to the shear walls for Life Safety and the connections shall be able to develop the lesser of the shear strength of the walls or diaphragms for Immediate Occupancy. (Tier 2: Sec. 4.6.2.1) NC N/A FOUNDATION DOWELS: Wall reinforcement shall be doweled into the foundation for Life Safety, and the dowels shall be able to develop the lesser of the strength of the walls or the uplift capacity of the foundation for Immediate Occupancy. (Tier 2: Sec. 4.6.3.5) Seismic Evaluation of Existing Buildings "'Vs ?"C'YP, 3 -63 C NC (`C) NC N/A C NC Screening Phase (Tier 1) 3.7.9S Supplemental Structural Checklist for Building Type C2: Concrete Shear Walls with Stiff Diaphragms This Supplemental Structural Checklist shall be completed where required by Table 3 -2. The Basic Structural Checklist shall be completed prior to completing this Supplemental Structural Checklist. Lateral- Force - Resisting System NC N/A DEFLECTION' COMPATIBILITY: Secondary components shall have the shear capacity to develop the flexural strength of the components for Life Safety and shall meet the requirements of Sections 4.4.1.4.9, 4.4.1.4.10, 4.4.1.4.11, 4.4.1.4.12 and 4.4.1.4.15 for Immediate Occupancy. (Tier 2: Sec. 4.4.1.6.2) N/A FLAT SLABS: Flat slabs /plates not part of lateral - force - resisting system shall have continuous bottom steel through the column joints for Life Safety and Immediate Occupancy (Tier 2: Sec. 4.4.1.6.3) C NC !� /A l COUPLING BEAMS: The stirrups in coupling beams over means of egress shall be spaced at or less than d/2 and shall be anchored into the confined core of the beam with hooks of 135° or more for Life Safety. All coupling beams shall comply with the requirements above and shall have the capacity in shear to develop the uplift capacity of the adjacent wall for Immediate Occupancy. (Tier 2: Sec. 4.4.2.2.3) OVERTURNING: All shear walls shall have aspect ratios less than 4 -to -1. Wall piers need not be considered. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.4) C NC N/A CONFINEMENT REINFORCING: For shear walls with aspect ratios greater than 2 -to -1, the boundary elements shall be confined with spirals or ties with spacing Tess than 8d This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.5) REINFORCING AT OPENINGS: There shall be added trim reinforcement around all wall openings with a dimension greater than three times the thickness of the wall. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.6) C N/A WALL THICKNESS: Thickness of bearing walls shall not be less than 1/25 the unsupported height or length, whichever is shorter, nor less than 4 inches. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.2.7) Diaphragms C N/A DIAPHRAGM CONTINUITY: The diaphragms shall not be composed of split -level floors and shall not have expansion joints. (Tier 2: Sec, 4.5.1.I) C NC N/A OPENINGS AT SHEAR WALLS: Diaphragm openings immediately adjacent to the shear walls shall be less than 25 percent of the wall length for Life Safety and 15 percent of the wall length for Immediate Occupancy. (Tier 2: Sec. 4.5.1.4) N/A PLAN IRREGULARITIES: There shall be tensile capacity to develop the strength of the diaphragm at re- entrant corners or other locations of plan irregularities. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.7) DIAPHRAGM REINFORCEMENT AT OPENINGS: There shall be reinforcing around all diaphragm openings larger than 50 percent of the building width in either major plan dimension. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.8) 3 - 64 Seismic Evaluation of Existing Buildings ASCE 31 -03 1 Screening Phase (Tier 1) Connections C NC N/A UPLIFT AT PILE CAPS: Pile caps shall have top reinforcement and piles shall be anchored to the pile caps for Life Safety, and the pile cap reinforcement and pile anchorage shall be able to develop the tensile capacity of the piles for Immediate Occupancy. (Tier 2: Sec. 4.6.3.10) ASCE 31.03 Seismic Evaluation of Existing Buildings 3 -65 7 .1444cfr. fi.W.�i►li:�iaii ' ; ;LL`et' '%t'A "iti «t; , :i s w:i: ri:<t? 1iEt�asis�.fc,s.k 3.7.2 Basic Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial This Basic Structural Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non - compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the building's being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. C3.7.2 Basic Structural Checklist for Building Type W2 . These buildings are commercial or industrial buildings with a floor area of 5,000 square feet or. more. There are few, if any, interior walls. The floor and roof framing consists of wood or steel trusses, glulam or steel beams, and wood posts or steel columns. Lateral forces are resisted by wood diaphragms and exterior stud walls sheathed with plywood, oriented strand board; stucco plaster, •straight or diagonal wood sheathing, or braced with rod bracing. Wall openings for storefronts and garages, where present, are framed by post -and -beam framing Building System NC N/A LOAD PATH: The structure shall contain a minimum of one complete load path for Life Safety . and Immediate Occupancy for seismic force effects from any horizontal direction that serves to transfer the inertial forces from the mass to the foundation. (Tier 2: Sec. 4.3.1.1) C NC C NC C NC C NC MEZZANINES: Interior mezzanine levels shall be braced independently from the main structure, or shall be anchored to the lateral - force- resisting elements of the main structure. (Tier 2: Sec. 4.3.1.3) WEAK STORY: The strength of the lateral- force - resisting system in any story shall not be less than 80 percent of the strength in an adjacent story, above or below, for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.1) Screening Phase (Tier 1) SOFT STORY: The stiffness of the lateral- force- resisting system in any story shall not be less than 70 percent of the lateral- force - resisting system stiffness in an adjacent story above or below, or less than 80 percent of the average lateral- force - resisting system stiffness of the three stories above or below for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.3.2.2) C • NC N /A) GEOMETRY: There shall be no changes in horizontal dimension of the lateral- force- resisting system of more than 30 percent in a story relative to adjacent stories for Life Safety and Immediate Occupancy, excluding one -story penthouses and mezzanines. (Tier 2: Sec. 4.3.2.3) VERTICAL DISCONTINUITIES: All vertical elements in the lateral - force- resisting system shall be continuous to the foundation. (Tier 2: Sec. 4.3.2.4) C NC` N/A \) MASS: There shall be no change in effective mass more than 50 percent from one story to the next for Life Safety and Immediate Occupancy. Light roofs, penthouses, and mezzanines need not be considered. (Tier 2: Sec. 4.3.2.5) 3 - 28 Seismic Evaluation of Existing Buildings ASCE 31 -03 C NC ( N/A C NC C NC C N/A C NC (N/A) C NC C NC ASCE 31 -03 Screening Phase (Tier 1) NC N/A DETERIORATION OF WOOD: There shall be no signs of decay, shrinkage, splitting, fire damage, or sagging in any of the wood members, and none of the metal connection hardware shall be deteriorated, broken, or loose. (Tier 2: Sec. 4.3.3.1) WOOD STRUCTURAL PANEL SHEAR WALL FASTENERS: There shall be no more than 15 percent of inadequate fastening such as overdriven fasteners, omitted blocking, excessive fastening spacing, or inadequate edge distance. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.3.3.2) Lateral Force - Resisting System REDUNDANCY: The number of lines of shear walls in each principal direction shall be greater than or equal to 2 for Life Safety and Immediate Occupancy. (Tier 2: Sec. 4.4.2.1.1) SHEAR STRESS CHECK: The shear stress in the shear walls, calculated using the Quick Check procedure of Section 3.5.3.3, shall be less than the following values for Life Safety and Immediate Occupancy (Tier 2: Sec. 4.4.2.7.1): Structural panel sheathing 1,000 plf • Diagonal sheathing 700 plf Straight sheathing 100 plf All other conditions 100'plf STUCCO (EXTERIOR PLASTER) SHEAR WALLS: Multi -story buildings shall not rely on exterior stucco walls as the primary lateral- force - resisting system. (Tier 2: Sec. 4.4.2.7.2) GYPSUM WALLBOARD OR PLASTER SHEAR WALLS: Interior plaster or gypsum wallboard shall not be used as shear walls on buildings over one story in height with the exception of the uppermost level of a multi -story building. (Tier 2: Sec. 4.4.2.7.3) NARROW WOOD SHEAR WALLS: Narrow wood shear walls with an aspect ratio greater than 2 -to -1 for Life Safety and 1.5 -to -1 for Immediate Occupancy shall not be used to resist lateral forces developed in the building in levels of moderate and high seismicity. Narrow wood shear walls with an aspect ratio greater than 2 -to -1 for Immediate Occupancy shall not be used to resist lateral forces developed in the building in levels of low seismicity. (Tier 2: Sec. 4.4.2.7.4) C NC N/A WALLS CONNECTED THROUGH FLOORS: Shear walls shall have interconnection between stories to transfer overturning and shear forces through the floor. (Tier 2: Sec. 4.4.2.7.5) C NC ... N /A HILLSIDE SITE: For structures that are taller on at least one side by more than one -half story due to a sloping site, all shear walls on the downhill slope shall have an aspect ratio less than 1 -to -1 for Life Safety and 1 -to -2 for Immediate Occupancy. (Tier 2: Sec. 4.4.2.7.6) CRIPPLE WALLS: Cripple walls below first- floor -level shear walls shall be braced to the foundation with wood structural panels. (Tier 2: Sec. 4.4.2.7.7) NC N/A OPENINGS: Walls with openings greater than 80 percent of the length shall be braced with wood structural panel shear walls with aspect ratios of not more than 1.5 -to -1 or shall be supported by adjacent construction through positive ties capable of transferring the lateral forces. (Tier 2: Sec. 4.4.2.7.8) 'JG ,) i". :'• Connections C NC N/A WOOD POSTS: There shall be a positive connection of wood posts to the foundation. (Tier 2: _1 Sec. 4.6.3.3) ,_C 1 NC N/A WOOD SILLS: All wood sills shall be bolted to the foundation. (Tier 2: Sec. 4.6.3.4) C ; ANC N/A GIRDER/COLUMN CONNECTION: There shall be a positive connection utilizing plates, connection hardware, or straps between the girder and the column support. (Tier 2: Sec. 4.6.4.1) Seismic Evaluation of Existing Buildings ■ 3 - 29 ::...._ ... Z = 1 — . W re 6 00 Co W J F- U) W J u..? cn =W F- _ Z F-- F O Z I— W O — O I— W W H � O .. 0 ~ Z 3.7.2S Supplemental Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial This Supplemental Structural Checklist shall be completed where required by Table 3 -2. The Basic Structural Checklist shall be completed prior to completing this Supplemental Structural Checklist. Diaphragms C N N /A D IAPHRAGM CONTINUITY: The diaphragms shall not be composed of split -level floors and shall not have expansion joints. (Tier 2: Sec. 4.5.1.1) NC N/A ROOF CHORD CONTINUITY: All chord elements shall be continuous, regardless of changes in roof elevation. (Tier 2: Sec. 4.5.1.3) NC N/A PLAN IRREGULARITIES: There shall be tensile capacity to develop the strength of the diaphragm at re- entrant corners or other locations of plan irregularities. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.7) 0 C 1 NC N/A DIAPHRAGM REINFORCEMENT AT OPENINGS: There shall be reinforcing around all �-�' diaphragm openings larger than 50 percent of the building width in either major plan dimension. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.5.1.8) C NC 1/A STRAIGHT SHEATHING: All straight sheathed diaphragms shall have aspect ratios less than 2- to -1 for Life Safety and 1 -to -1 for lm1iiediate Occupancy in the direction being considered. (Tier 2: Sec. 4.5.2.1) Lateral - Force - Resisting System HOLD -DOWN ANCHORS: All shear walls shall have hold -down anchors constructed per acceptable construction practices, attached to the end studs. This statement shall apply to the Immediate Occupancy Performance Level only. (Tier 2: Sec. 4.4.2.7.9) NC N/A SPANS: All wood diaphragms with spans greater than 24 feet for Life Safety and 12 feet for Immediate Occupancy shall consist of wood structural panels or diagonal sheathing. Wood commercial and industrial buildings may have rod- braced systems. (Tier 2: Sec. 4.5.2.2) N/A UNBLOCKED DIAPHRAGMS: All diagonally sheathed or unblocked wood structural panel diaphragms shall have horizontal spans less them 40 feet for Life Safety and 30 feet for lmmediz.te Occupancy and shall have aspect ratios less than or equal to 4 -to -1 for Life Safety and 3 -to -1 for Immediate Occupancy. (Tier 2: Sec. 4.5.2.3) C NC 14(A ) OTHER DIAPHRAGMS: The diaphragm shall not consist of a system other than wood, metal deck, concrete, or horizontal bracing. (Tier 2: Sec. 4.5.7.1) Connections NC ) N/A WOOD SILL BOLTS: Sill bolts shall be spaced at 6 feet or less for Life Safety and 4 feet or less for Immediate Occupancy, with proper edge and end distance provided for wood and concrete. (Tier 2: Sec. 4.6.3.91 3 - 30 Seismic Evaluation of Existing Buildings Screening Phase (Tier 1) ASCE 31 -03 HY?( !1fi:W+4it�+4'�roL�A( yuRsPa4otwe6N m,..An't. , 70110NY'1 n9mr.v, ,. ,'.?! !aa±rwrw u.4nv+• e^K:rw,srx.!Trrmv.'!s:.r.+v -, 3.9.1 Basic Nonstructural Component Checklist This Basic Nonstructural Component Checklist shall be completed where required by Table 3 -2. Each of the evaluation statements on this checklist shall be marked Compliant (C), Non - compliant (NC), or Not Applicable (N /A) for a Tier 1 Evaluation. Compliant statements identify issues that are acceptable according to the criteria of this standard, while non - compliant statements identify issues that require further investigation. Certain statements may not apply to the buildings being evaluated. For non - compliant evaluation statements, the design professional may choose to conduct further investigation using the corresponding Tier 2 Evaluation procedure; corresponding section numbers are in parentheses following each evaluation statement. 1 3 -122 C , NC. C NC C NC Screening Phase (Tier 1) Partitions C NC / N /A) UNREINFORCED MASONRY: Unreinforced masonry or hollow clay tile partitions shall be braced at a spacing equal to or less than 10 feet in levels of low or moderate seismicity and 6 feet in r : i levels of high seismicity. (Tier 2: Sec. 4.8.1.1) t ~' - '' Ceiling Systems C NC / N /A SUPPORT: The integrated suspended ceiling system shall not be used to laterally support the tops of gypsum board, masonry, or hollow clay tile partitions. Gypsum board partitions need not be evaluated where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.2.1) Light Fixtures EMERGENCY LIGHTING: Emergency lighting shall be anchored or braced to prevent falling during an earthquake. (Tier 2: Sec. 4.8.3.1) '). Cladding and Glazing CLADDING ANCHORS: Cladding components weighing more than 10 psf shall be mechanically anchored to the exterior wall framing at a spacing equal to or less than 4 feet, A spacing of up to 6 feet is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.1) • C NC (N /A .. DETERIORATION: There shall be no evidence of deterioration, damage or corrosion in any of the connection elements. (Tier 2: Sec. 4.8.4.2) CLADDING ISOLATION: For moment frame buildings of steel or concrete, panel connections . shall be detailed to accommodate a story drift ratio of 0.02. Panel connection detailing for a story drift ratio of 0.01 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.3) C NC, N/A MULTI -STORY PANELS: For multi -story panels attached at each floor level, panel connections shall be detailed to accommodate a story drift ratio of 0.02. Panel connection detailing for a story drift ratio of 0.01 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.4) i C NC ( N /A) BEARING CONNECTIONS: Where bearing connections are required, there shall be a minimum of two bearing connections for each wall panel. (Tier 2: Sec. 4.8.4.5) Seismic Evaluation Standard ASCE 31 -02 C NC C C NC INSERTS: Where inserts are used in concrete connections, the inserts shall be anchored to reinforcing steel or other positive anchorage. (Tier 2: Sec. 4.8.4.6) C NC r N/A %l PANEL .CONNECTIONS: Exterior cladding panels shall be anchored out -of -plane with a minimum of 4 connections for each wall panel. Two connections per wall panel are permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.4.7) Masonry Veneer ' C) NC N/A SHELF ANGLES: Masonry veneer shall be supported by shelf angles or other elements at each. floor 30 feet or more above ground for Life Safety and at each floor above the first floor for Immediate Occupancy. (Tier 2: Sec. 4.8.5.1) rCC NC N/A TIES: Masonry veneer shall be connected to the back -up with corrosion- resistant ties. The ties shall have a spacing equal to or less than 24 inches with a minimum of one tie for every 2 -2/3 square feet. A spacing of up to 36 inches is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.5.2) C NC N/A WEAKENED PLANES: Masonry veneer shall be anchored to the back -up adjacent to weakened planes, such as at the locations of flashing. (Tier 2: Sec. 4.8.5.3) C .. NC N/A DETERIORATION: There shall be no evidence of deterioration, damage, or corrosion in any of the connection elements. (Tier 2: Sec. 4.8.5.4) Parapets, Cornices, Ornamentation, and Appendages URM PARAPETS: There shall be no laterally unsupported unreinforced masonry parapets or cornices with height -to- thickness ratios greater than 1.5. A height -to- thickness ratio of up to 2.5 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.8.1) CANOPIES: Canopies located at building exits shall be anchored to the structural framing at a spacing of 6 feet or less. An anchorage spacing of up to 10 feet is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.8.2) Masonry Chimneys C NC ( N/A ;J URM CHIMNEYS: No unreinforced masonry chimney shall extend above the roof surface more than twice the least dimension of the chimney. A height above the roof surface of up to three times the least dimension of the chimney is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.9.1) Stairs C NC' N/A J URM WALLS: Walls around stair enclosures shall not consist of unbraced hollow clay tile or unreinforced masonry with a height -to- thickness ratio greater than 12 -to -1. A height -to- thickness ratio of up to 15 -to -1 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.10.1) C NC f N/A ,/ STAIR DETAILS: In moment frame structures, the connection between the stairs and the structure shall not rely on shallow anchors in concrete. Alternatively, the stair details shall be capable of accommodating the drift calculated using the Quick Check procedure of Section 3.5.3.1 without including tension in the anchors. (Tier 2: Sec. 4.8.10.2) ASCE 31 -03 Screening Phase (Tier 1) Seismic Evaluation of Existing Buildings Screening Phase (Tier 1) ' �, Building Contents and Furnishing C NC ( /A ") TALL NARROW CONTENTS: Contents over 4 feet in height with a height -to -depth or height -to- width ratio greater than 3 -to -1 shall be anchored to the floor slab or adjacent structural walls. A height -to -depth or height -to -width ratio of up to 440 -1 is permitted where only the Basic Nonstructural Component Checklist is required by Table 3 -2. (Tier 2: Sec. 4.8.11.1) Mechanical and Electrical Equipment C NC 6 EMERGENCY POWER: Equipment used as part of an emergency power system shall be mounted to maintain continued operation after an earthquake. (Tier 2: Sec. 4.8.12.1) C NC ( / HAZARDOUS MATERIAL EQUIPMENT: HVAC or other equipment containing hazardous material shall not have damaged supply lines or unbraced isolation supports. (Tier 2: Sec. 4.8.12.2) C NC ( N/A/ C NC C NC (r FIRE SUPPRESSION PIPING: Fire suppression piping shall be anchored and braced in accordance with NFPA -13 (NFPA, 1996). (Tier 2: Sec. 4.8.13.1) • C NC( N /A,J FLEXIBDE COUPLINGS: Fluid, gas, and fire suppression piping shall have flexible couplings. (Tier 2: Sec. 4.8.13.2) C NC j N/A TOXIC SUBSTANCES: Toxic and hazardous substances stored in breakable containers shall be restrained from falling by latched doors, shelf lips, wires, or other methods. (Tier 2: Sec. 4.8.15.1) DETERIORATION: There shall be no evidence of deterioration, damage, or corrosion in any of the anchorage or supports of mechanical or electrical equipment. (Tier 2: Sec. 4.8.12.3) ATTACHED EQUIPMENT: Equipment weighing over 20 lb that is attached to ceilings, walls, or other supports 4 feet above the floor level shall be braced. (Tier 2: Sec. 4.8.12.4) Hazardous Materials Storage and Distribution Piping 3 -124 Seismic Evaluation of Existing Buildings ASCE 31 -03 ASCE 31 -03 Screening Phase (Tier 1) 3.9.2 Intermediate Nonstructural Component Checklist This Intermediate Nonstructural Component Checklist shall be completed where required by Table 3 -2. The Basic Nonstructural Component Checklist shall be completed prior to completing this Intermediate Nonstructural Component Checklist. C NC tN /A LAY-IN TILES: Lay -in tiles used in ceiling panels located at exits and corridors shall be secured Ceiling Systems with clips. (Tier 2: Sec. 4.8.2.2) C NC ((N /Al INTEGRATED CEILINGS: integrated suspended ceilings at exits and corridors or weighing more than 2 pounds per square foot shall be laterally restrained with a minimum of four diagonal wires or rigid members attached to the structure above at a spacing equal to or less than 12 feet. (Tier 2: Sec. 4.8.2.3) C NC (N /� � SUSPENDED LATH AND PLASTER: Ceilings consisting of suspended lath and plaster or gypsum board shall be attached to resist seismic forces for every 12 square feet of area. (Tier 2: Sec. 4.8.2.4) C NC C NC C NC Parapets, Cornices, Ornamentation, and Appendages N/A CONCRETE PARAPETS: Concrete parapets with height -to- thickness ratios greater than 2.5 shall have vertical reinforcement. (Tier 2: Sec. 4.8.8.3) Light Fixtures h INDEPENDENT SUPPORT: Light fixtures in suspended grid ceilings shall be supported independently of the ceiling suspension system by a minimum of two wires at diagonally opposite corners of the fixtures. (Tier 2: Sec. 4.8.3.2) Cladding and Glazing GLAZING: Glazing in curtain walls and individual panes over 16 square feet in area, located up to a height of 10 feet above an exterior walking surface, shall have safety glazing. Such glazing located over 10 feet above an exterior walking surface shall be laminated annealed or laminated heat - strengthened safety glass or other glazing system that will remain in the frame when glass is cracked. (Tier 2: Sec. 4.8.4.8) APPENDAGES: Comices, parapets, signs, and other appendages that extend above the highest point of anchorage to the structure or cantilever from exterior wall faces and other exterior wall ornamentation shall be reinforced and anchored to the structural system at a spacing equal to or less than 10 feet for Life Safety and 6 feet for Immediate Occupancy. This requirement need not apply to parapets or cornices compliant with Section 4.8.8.1 'or 4.8.8.3. (Tier 2: Sec. 4.8.8.4) Masonry Chimneys C NC N /A ANCHORAGE: Masonry chimneys shall be anchored at each floor level and the roof. (Tier 2: Sec. 4.8.9.2) Seismic Evaluation of Existing Buildings 3 -125 ��. Screening Phase (Tier 1) Mechanical and Electrical Equipment C NC : (N /A VIBRATION ISOLATORS: Equipment mounted on vibration isolators shall be equipped with restraints or snubbers. (Tier 2: Sec. 4.8.12.5) ` Ducts r C NC ( N /A) STAIR AND SMOKE DUCTS:' Stair pressurization and smoke control ducts shall be braced and shall have flexible connections at seismic joints. (Tier 2: Sec. 4.8.14.1) 3 -126 Seismic Evaluation of Existing Buildings ASCE 31 -03 1 z re JU 0 O al J H U) u_ WO • }} g J LL. Q N 3 = d f.. W Z= I-- O Z H • W U 0 O — 0 W W r: 1L O .• UN O~ Z DATA SHEETS Seismic Evaluation of Existing Buildings 15820 Tukwila International Boulevard Tukwila, Washington SHEAR WALL SUMMARY - ASCE /SEI 31 -03 PSEUDO FORCES WALL MATL Vpseudo Vpseudo Vpseudo EXIST FINAL C2 W2 m t L PSI PSI EXIST EXIST FINAL 1 e EX CSW 1785 1542 4.0 8 138 34 29 2e EX CSW 999 561 4.0 8 24 108 61 3e EX CSW 1070 588 4.0 8 25 111 61 4e EX CSW 1786 1185 4.0 8 50 93 62 5e EX CSW 638 638 4.0 8 50 33 33 17 SRCSW 1218 4.0 14 22 0 82 18e EX MSW 340 1.5 2.5 180 42 0 18e EX MSW (MOD) 340 1.5 2.5 135 56 0 18 SRMSW 170 170 4.0 7.625 22 21 21 19 SRMSW 170 170 4.0 7.625 22 21 21 20 SRCSW 55 4.0 12 5.5 0 17 21 SRCSW 55 4.0 12 5.5 0 17 P8 EX PIER 121 244 244 4.0 24 3 71 71 P9 EX PIER 116 239 239 4.0 24 3 69 69 P10 EX PIER 111 234 234 4.0 24 3 68 68 P11 EX PIER 106 229 229 4.0 24 3 66 66 P12 EX PIER 101 224 224 4.0 24 3 65 65 P13 EX PIER 129 252 252 4.0 24 3 73 73 P14 EX PIER 158 281 281 4.0 24 3 81 81 P15 EX PIER 186 309 309 4.0 24 3 89 89 P16 EX PIER 215 338 338 4.0 24 3 98 98 1 z re '~ w JU 0 0 w= H • w w 0 u. a = I- w Z = 1-O Z ~ w U � O N o w w • 0 EX CSW EXISTING CONCRETE SHEAR WALL EX MSW EXISTING MASONRY WALL _ z EX MSW (MOD) EXISTING MASONRY WALL AFTER OPENINGS ADDED v w EX PIER EXISTING PIER P SRMSW NEW SPECIAL REINFORCED MASONRY SHEAR WALL z SRCSW NEW SPECIAL REINFORCED CONCRETE SHEAR WALL CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User. KW- 0602997, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Description C2 - PLATE 1 EXISTING PSEUDO General Information Y -Y Axis Shear 2,093.00 k X -X Axis Shear 2,093.00 k ...Shears are applied on each axis separately Wall Data Label Thickness in Length ft Height ft Wall Xcg ft Wall Ycg ft Wall Angle deg CCW Wall End Fixity E 1 2 3 4 Calculated Wall Forces Label 2 3 4 Summary 8.000 8.000 8.000 8.000 X Distance to Center o Rigidity Y Distance to Center of Rigidity 138.000 24.000 25.000 50.000 Load Location for Maximum Forces X ft Y 96.031 0.000 27.631 0.000 96.031 0.000 96.031 0.000 X Accidental Eccentricity Y Accidental Eccentricity Rigid Diaphragm Torsional Analysis 43.169 ft 123.192 ft 34.200 ft 23.100 ft Min. X Axis Ecc Min. Y Axis Ecc 16.000 16.000 16.000 16.000 Direct Shears k 108.000 38.000 45.000 156.000 Title : Dsgnr: Description : Scope : 15.00 % 15.00 % 152.000 141.000 113.000 41.000 Page 1 c:ldocumenis and settingslrwyblelmy documents X Axis Center of Mass 105.00 ft Y Axis Center of Mass 99.00 ft Max X Dimension 228.00 ft Max Y Dimension 154.00ft 0.0 90.0 90.0 0.0 Torsional Shears k Date: Fix -Fix Fix -Fix Fix -Fix Fix -Fix Job # 1.0 1.0 1.0 1.0 Final Max. Wall Shear Length Thick Length Thick k 0.000 30.616 1,785.197 18.423 1,785.197 998.891 0.000 - 13.789 0.253 998.891 1,052.400 0.000 17.884 -0.525 1,070.284 0.000 11.093 - 1,785.552 11.617 - 1,785.552 Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min % *MaxX) - X -cr = 96.031 ft Torsion = 200992.69 k -ft Xcm - (Min % *MaxX) - X -cr = 27.631 ft Torsion = 57,831.49 k -ft Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min% *MaxY) - Y -cr = - 1.092ft Torsion = - 2,285.58 k -ft Ycm - (Min% *MaxY) - Y -cr = - 47.292 ft Torsion = - 98,982.18 k -ft CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User. KW- 0602997, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 2 c:ldocuments and settingslrwyblelmy documents Description C2 - PLATE 1 EXISTING PSEUDO Sketch & Diagram Wall: 2 at (38.0,141.0) L -24.0, T ■1.3, Htn16.0 tr Rigidity Wall: 3 at (45.0,113.0) L�26.0, T•1.3, Title : Dsgnr: Description : Scope : Wall: 1 at (108.0,162.0) L- 136.0, T -1.3, Ht-15.0 411 ntr Mass (1) Wall: 4 at (1664,111.0 L�50.0, Tw1.3, Ht•16.0 Date: Job # z i u6= J U O 0 • 0 co ILI J W D • -J u_ Q = W Z 0 zI- '. uj O • N O I- W 1- u. U= 0H . z k. CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User. KW- 0602997, Ver 5.6.1, 25- Oct -2002 (c)1983.2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 1 c:ldocuments and settings twyble\ ny documents Description 'General Information Y -Y Axis Shear 914.00 k X -X Axis Shear 914.00 k ...Shears are applied on each axis separately Wall Data Label Thickness in Length Height Wall Xcg Wall Ycg Wall Angle Wall End E ft ft ft ft deg CCW Fixity 1 2 3 4 5 6 7 8 9 10 Calculated Wall Forces Label 1 0.000 6.235 2 9.222 0.000 3 9.222 0.000 4 9.222 0.000 5 9.222 0.000 6 - 51.978 0.000 7 - 51.978 0.000 8 - 51.978 0.000 9 - 51.978 0.000 10 - 51.978 0.000 1 X Distance to Center of Rigidity Y Distance to Center of Rigidity Summary 8.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 C2 - PLATE 2 EXISTING PSEUDO X ft Y X Accidental Eccentricity Y Accidental Eccentricity 50.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 Load Location for Maximum Forces Min. X Axis Ecc Min. Y Axis Ecc 16.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 8.000 Length 132.378 ft 27.765 ft 30.600 ft 9.000 ft Direct Shears k - 618.955 101.030 101.030 101.030 101.030 101.030 101.030 101.030 101.030 101.030 205.000 228.000 204.000 180.000 156.000 132.000 108.000 84.000 60.000 36.000 Thick Title : Dsgnr: Description : Scope : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.00 % 15.00 % Xcm + (Min % *MaxX) - X -cr Xcm - (Min % *MaxX) - X -cr Controlling Eccentricities & Fo Ycm + (Min% *MaxY) - Y -cr Ycm - (Min% *MaxY) - Y -cr 41.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Date: X Axis Center of Mass 111.00 ft Y Axis Center of Mass 25.00 ft Max X Dimension 204.00 ft Max Y Dimension 60.00 ft - 18.546 20.066 15.030 9.993 4.957 0.447 28.832 57.218 85.603 113.989 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 Torsional Shears k Length Thick Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix -0.482 -3.048 -3.048 -3.048 -3.048 17.179 17.179 17.179 17.179 17.179 Controlling Eccentricities & Forces from Applied Y -Y Shear = 9.222 ft Torsion = = - 51.978 ft Torsion = rces from Applied X -X Shear = 6.235 ft Torsion = = - 11.765 ft Torsion = Job # 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Final Max. Wall Shear - 637.501 121.096 116.060 111.024 105.987 101.477 129.862 158.248 186.633 215.019 8,429.16 k -ft - 47,507.64 k -ft 5,698.86 k -ft - 10,753.14 k -ft z • w 6 UO CO 0 J = H N u_ W 0 LLa w � I I- al Z = t-O Z I- W • W U � O ( -2 ID I- W W rz O . Z W U = O ~ Z CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User: KW- 0602997, Ver 5.6.1, 25 -Oct -2002 _ (c)1983 -2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 2 c:\documents and settings\rwyblelmy documents Description C2 - PLATE 2 EXISTING PSEUDO Title : Dsgnr: Description : Scope : tr Rigidity Cntr Meaa Date: Wall: 1 at (2lit (0,41.0) L.50.0, T +1.3, H1.16.0 10 �t.o�,lrs �.1 4 11 at + { .6�t It J)st (141%0 i t ( o J )at (Itill10 at 22 0. ) Job # Sketch & Diagram r w 6 J U 0 NO a N W W LL Q N � = a F Z = i— O Z F-. U 0 O ( S- o W Z F. Oro., CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Rev: 560100 User. KW-0602997, Ver 5.6.1, 25- Oct -2002 (c)1983.2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 1 c: \documents and settings \rwyble\my documents 'General Information Wall Data 1 Description C2 - PLATE 1 FINAL PSEUDO Y -Y Axis Shear 2,093.00 k X -X Axis Shear 2,093.00 k ...Shears are applied on each axis separately Label Thickness in Length Height Wall Xcg Wall Ycg ft ft ft ft Wall Angle deg CCW Wall End Fixity E 1 2 3 4 17 20 21 Calculated Wall Forces Label Summary 8.000 8.000 8.000 8.000 14.000 12.000 12.000 Load Location for Maximum Forces X ft Y 1 0.000 -1.001 2 -6.464 0.000 3 -6.464 0.000 4 0.000 - 47.201 17 61.936 0.000 20 -6.464 0.000 21 -6.464 0.000 X Distance to Center of Rigidity Y Distance to Center of Rigidity X Accidental Eccentricity Y Accidental Eccentricity 138.000 24.000 25.000 50.000 22.000 5.500 5.500 77.264 ft 123.101 ft 34.200 ft 23.100 ft Min. X Axis Ecc Min. Y Axis Ecc 16.000 16.000 16.000 16.000 16.000 16.000 16.000 Length Thick -1,542.029 543.959 573.098 - 540.583 849.338 51.946 51.946 108.000 38.000 45.000 156.000 131.000 12.000 12.000 Title : Dsgnr: Description : Scope: Direct Shears k Torsional Shears k 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.00 % 15.00 % 152.000 141.000 113.000 41.000 118.000 61.000 16.000 13.713 18.006 15.588 - 644.225 368.694 2.858 2.858 X Axis Center of Mass Y Axis Center of Mass Max X Dimension Max Y Dimension 0.0 90.0 90.0 0.0 90.0 90.0 90.0 Date: Length Thick Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix 0.067 -0.044 0.026 2.928 -0.581 0.117 0.201 Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + (Min % *MaxX) - X -cr = 61.936 ft Torsion = Xcm - (Min % *MaxX) - X -cr = -6.464 ft Torsion = Controlling Eccentricities & Forces from Applied X -X Shear Ycm + (Min% *MaxY) - Y -cr = -1.001 ft Torsion = Ycm - (Min% *MaxY) - Y -cr = - 47.201 ft Torsion = Job # 105.00 ft 99.00 ft 228.00 ft 154.00 ft 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Final Max. Wall Shear - 1,542.029 561.964 588.686 - 1,184.808 1,218.032 54.804 54.804 129632.81 k -ft - 13,528.39 k -ft - 2,094.30 k -ft - 98,790.90 k -ft C1 Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285-4512 f (206) 285 -0618 Rev: 560100 User: KW- 0602997, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Rigid Diaphragm Torsional Analysis Page 2 c:ldocuments and settingslrwybietmy documents Description C2 - PLATE 1 FINAL PSEUDO Sketch & Diagram s1 1 'WI: 6 at (12.0,61.0) L-5.6, 7.2.0, Ht ■1 .D Wall: 7 at (12.0,16.0) L -6.6, 1 -2.0, Ht -16.0 Wall: 2 at (38.0,141.0 L -24.0, T ■1.3, Ht -16.0 3) Wall: 3 at (45.0,113.0) L.25.0, T.1.3, Ht -16,0 S ntrR101dttY Title : Dsgnr: Description : Scope : Wall: 1 at (108.0,162.0) L.138.0, T-1.3, Ht•18.0 .ntr Mass 6) all: 6 at (131.0,118.0 L -22.0, T -2.3, Ht■16.0 n► Wall: 4 at (158.d,861.0) L -60.0, T -1.3, Ht -16.0 Date: Job # Opaque ConcreteI•asonry Wall Requir Insulation an interior - maximum U -iadnr 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 ?. 9.0 Btu/fN4°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20.5b in the Coda Wall Description (including insulation R -value 8 position) U.factor • Concrete/Masonry Option O yes Check here if using this option and If project sleets all requirements for the Co Q no Option. Set. Decision Flo edrarr (over) for quaff/cations, • n d►�A Tallying assembly below. f ,. .) Opaque Walls' Applicant Name: Brian Roeeclsoender. HY Mnfisesing 20e. Applicant Address: 7100 Linden Ave N.. suite 1 Applicant Phone: 2 D6- 706 -9669 Floors Over Unconditioned Space AM ('. 0 /WY.) i tea 1 Slabs -on -Grade 0— Radiant Floors t44 j na Maximum U- factors Opaque Doors 0.600 Vertical Glazing Space Heat Type 0 Electric resistance ® Ali other (see over for defirridons) Glazing Area Calculation mom: seiew grads. wrrde may be iaduded In the Groan Exterior Wall Area It they ere Insulated to the level m ufted rot opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA-1. (rough opening) Gross Exterior (ve rb� & overhd) divided by Wall Area times 100 equals % Glaring 2570.0 19105.0 ,X 100 = 13.5% • Concrete/Masonry Option O yes Check here if using this option and If project sleets all requirements for the Co Q no Option. Set. Decision Flo edrarr (over) for quaff/cations, • n d►�A Tallying assembly below. Project Info P roject Address 15820 Tukwila xntcrnationai si-Ja . Roofs Over Athc Date 10/22/2004 Sutwxile wa 981 ea All Other Roofs For Building � plf TYOF TUKWILA I DEC 1 6 2004 PERMIT CENTER )(aintenaace F3uildin9 Opaque Walls' Applicant Name: Brian Roeeclsoender. HY Mnfisesing 20e. Applicant Address: 7100 Linden Ave N.. suite 1 Applicant Phone: 2 D6- 706 -9669 Floors Over Unconditioned Space Envelope Requirements (enter values as applicable) Fully heatedicooled space Minlnrum Insulation R- values Roofs Over Athc net (existing All Other Roofs Lis (existing Opaque Walls' New, R > =11 1 Below Grade Walls as (existing Floors Over Unconditioned Space tea 1 Slabs -on -Grade na (existing Radiant Floors na Maximum U- factors Opaque Doors 0.600 Vertical Glazing New, LT.c =. 90 Overhead Glazing NA Maximum SHGC (or SC) Vertical /Overhead Glazing <01.0 0 Q - 30 - 2I0I04 17:37 FROM: Hi) EI1GINEERING 206+706+1830 2003 Wasnin on State Nonresidential Ene Code Corn .Hance Form Envelope Summary Climate Zone 1 ENV -SUM 7.D031Mehlrkiton gave rtonm:iden6s1 Energy Codc Compliance Forms }Project Description j ❑ New Building ❑ Addition [] Alteration ❑ Change of Use Compliance Option Snml- heated space 2 Minimum Insulation R- values Boob Over Semi- Heated Spaces tan ) ) 1, Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) INCOMP LTR# TO:4254839671 RoA td July 2001 ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis rl7 op TI�KWl! A PERMIT CENTER t:c4 902 O ,f- 30 - C - 004 17:37 FROM: HQ EHGINEEP,IN(a L:26 +74 6 +183(3 Envelope Summary (back) Climate Zone 1 ENV -SUM 2003 Wn: Nnptori Some NDtlresiderinst Ererrgy Code Clml 6attcse Foam Decision Flowchart for Prescriptive Option 11Dy,'Spam Heat Type: Fir the purpose of Detertgir q building ernorkline regunrmtttts, the (ollowleg r,.2 categories comprise at splice herring types: Otr rert Al eihpr space Dewing 5ye1c T including Des, solid fuel, o 1. m+d ptep$rl4 SOncr, Nettling Systems end those ryStef11 feted In the gxccption 10 .VnQne nrpketnce. (continued 31110111) _. oli R-11 '' K ' -� .1" aura " ,) - -1. \Walnbn? / N (mom) . i I7 .r ~`N / Glazincry- <= 40% ..s '. Yea Al Ineutekrig I niter .ue Well R -11 Rola. Ord Wall Nod) R-10 Ballast Ord WWI (ethl R-11 Roar Over attic R.10 N1 Other Roof R -21 Flatfeet Floor R-19 SIdOMCrtedP R-1D RndentFloor R-1D Opaque Door U 0.00 among Canaria Met? abeam went OH Nee % . UVVI Wee 0.131!. 090 1 1CLzoss 0.75 140 rt0�70% 0.95 1.3D 2010% o. so 1,30 SHGC 1.CD 1.00 0.95 o.a5 2003 Washington State Nonresidential Energy Code Com fiance Form No Use this ilowtttart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. No Gering? Ye4 I T as loraionng tnxmuccr opst>ste t(ytdl Masonry Well fat) N rary Wazl(otherl tldow Qm wan (eQ) 9flore ac Wen NAM Roof Over attic All Other Roof Rand Floor Slab- OwGrade Rae+are Floor OPeque Door U-0.60 (llatYrg Crnrsla Polo? Glazing Veil OH Ater % Wel Wed 0-10% 0.90 145 lo:int 0.1L 1.00 154.20'4 0.85 1 30 20-25% 0.50 1 �p No ( START � Elacinc Reeiexence \`\ Hear R -11 130.19 11025 R-10 R-11 R-30 R-21 R-19 R-10 F-10 SHM im ano 445 it Prescriptive Path Allowed All lhatilearie lnsnaracd` P tat Framed Wall 0.0.062 Omar Opeq.tcWail R -19 rgeeon y Hen) U-0.19 Masonry well(otMr) 11025 below Ord Wall feet) R-10 ardoe+Gld Wall (0th) R -19 Root Omar attic R`36 ddl OUeer Roof R-30 Relered Floor ROO S1eaO!Krede R-10 Radiant Moor R -10 Opaque Door 11-0.00 Glazing Cancels Mal? Griming Vert OH Area 9‘ UVat UVal 0-20% O.ati o.9D Component Performance or Systems Analysis Required Cones asonry Opt ion"` a WaH Heat Capacit (HC) Assembly besaiption Assy.Tag HC Area (st) HC x Area T otai S Area weighted HC: divide total of (HC x area) by Total Area TO:4254839671 Revised July 2004 Eladrle Resisuic4: Spate rreetIng 51rotemc wnicn use electric rixtancc element'. as me D1m917 heating system intiudI 1 baseboard, realsrn, end toned air tzni1S w}tilra 9 total electric re91Sence hail =poly exceeds 1.0 wet` or the g rcoa condif ned 110r ot6a. Exception: Hest terms and terminal electric re;l- ,tarter besting In %Impbtt: ac .olume digr¢wtlan sy5lcnm. SHG1 uoit No Yes v`' M Y...• �~. \ 24oto NI van N 1 YE" a!1 brad ? Installed? Metal reamed WQU U.AD1V1 other oceeve wall R-19 Woo Gra R -10 &low G i Won (eth) R -19 Roof osef 1utic R�8 Ap Oliver Root R-30 Reined Floor 8-30 S1th.Or•tatade 8-10 Radiant Floor R -10 Doer u moo_ davng Galan Mar GiciaJng Vet OH Area 4G Mal Uwai SHGC 0-2046 11•40 D,ea 1.00 Yes 'If the anee 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 1a09. Z ~ • W Jl U O 0 0 = W F- N to W 0 J lL • a W H Z � I- 0 Z I- W • W 0 O • P- O I- W • W 1- u. 0 U CI) I- I 0 Z Project Address 15820 Tukwila xaternationsl Blvd Date For Building 10/22/2004. Space Heat Type 0 Electric resistance p All other Department Use Glazing Area as % gross exterior wan area 13.5% Prop. 1 40 . o% Max.Target Concrete/Masonry Option Oyes ® No Notes: If glazing area excaads maximum allowed in Table. then calculate adjusted areas on back (over). if Concrete/Masonry Option Is used, Target LI- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. Building Component • List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (Li x A) Targat UA U- factor x Ai oa (A) = UA (U x A) B1iD leoliraft U= Plan ID mciatin r Mazi.ng !ft"' Seoref�DOL U- Plan ID D Glazin Ue Plan ID: Utz Plan 1D: U- Plan ID: U= Plan ID: u Plan ID: 1271. o 1299.0 2570.0 ::•::•::. ,..::•.:::.;:.: :::,..- .._....:: :.:'.. G ta mi ':5 , Eieolric.R s sr •:•:t t�ther.. la ttrrig l :" � - "C 40 . > .....;:.;_: = 13tl bd+' s;E cn dbo : n i a botie r�:(ti I.L�"� {µ.r1; u.grwav_ X2f r rl. . I O'rerkead Grazing mt+ Jsao I UL Plan ID: U= Plan ID: Uo Plan ID: U= Plan ID: ......-... . C3lamgi; : "'D;1 S% :: = i15.249re`' ... . ...... . ..r :I : ._. r't .:::::' =.:.; t3t)' .: .... : i:45:.• :;: :• •b:S :• .,! •.:1:40 bove : •:: ::• :1 30•.•: .... af; a ioteabove : • • - `125 "'.•I•:• 1: 3 Mfo CC tt4I {ssonry.` }.: :::; ; :r ‚°°° Ulm Plan ID: Um. Plan ID: U= Plan ID: U= Plan ID: •. >.0 .3t1%••, aB>rd0lo t See Tatils'. wool) enbEdq U= Plan ID: Ue Plan ID: U= Plan ID: • : Ek�tKF�tl�s�iSt�� • " :;:�:..:,, ;,.:• �:: • •fl ..::;,::••: ... a>5D': "_ 12.14{Q 1811() Rv Plan ID: Re Plan ID: R Plan 1D: `e. - ;" ` : Otfi!alr'4t6ating + :0:031 • ::: �t boa , mno R Plan ID: R= Plan ID: R= Plan ID: -- •"4:*!Ot . :: •• ::: •:. • :::...... O34 .BEM anbe4o I Re Plan ID walls a 'opaque doors Re Plan ID: RD Plan 1D: Re Plan ID: Re Plan ID: R= Plan ID: RI= Plan ID: "Note: sum of Target Areas here should equal 16535.0 Target Opaque Wall Area (see back) I.. .. .. ''F>i 17e9t91'' :t I?r. , ,, , ...• •:. ..... ::. bcditTar;i: , ;.;;;; .O:tJSZ . �: �..141 •� • Caicf~rnt }.:;.:.::.:: .b;:19; , ....: i.. °:::`. 10.-1;9 , ":-.'::, , "r"..:-.'s:65 ..:.. ...:: , " ' : ; .._... olF�r19 eparo lurnwo R= Plan ID: R= Plan ID: i Plan ID: Note: if insulated to levels required for opaque walls. list 8bove with opaque walls EJei�tic'•Res}sti :::Oth •er.�HestCtig;:! :' ` • ; . ,.,, • -- : ,; F1uvJvl Jo cmrn.4 Re Plan ID: R= Plan ID: Ro Plan ID: R � Plan ID: • , :':....; ., ... :' ,. i :'' ;-;Irc @ilt'; : ;'Other beating ; : . .: .•. t3il13 ..: : ....... . .............. 1uo4+Stl apeb -lin-no WI R= Plan ID: R= Plan ID: Re. Plan ID: R= Plan ID: • :lectiicesist:;: c!•I;ag ... :- f f0. 5 a ° :...:: -, .... •:i Ef; 4 :.:• .: -.. • .. .:: •. ,.•... . . ;. able:; t1::for;�d'i6nt�fiocr4alue5).. 'For CMU walls, Indicate core insulation material. Totals . For compliance: 19105.0 Tota 2570.0 10 17: 38 FROM: HI! ENGINEEId1.W.1(a L4.11z+ rr�e. +lta�T9 2003 W1Md11001on Stale onr 0se ;nest Energy Cod. Comprance Fom>7 2003 Washington State Nonresidential Energy Code Compliance Form Tea, an r opo UA _I- __Ni no a any 1 •1 1V Envelope UA Calculations Climate Zonel ENV -UA Reviled duly 21)O1 10 -2004 17:38 FROM: H, ENGINEERING 2136 +70E +18313 Climate Zone 1 ENV -SHGC 2004 Wrw11ng1 Sit io Nenredoentlel Ener4Y Gods Co refenae Forms 2 C.1 Glazing Llet cam • • nerds • assem • ID & ID: 10: ID: ID: 1D: ID; 'Note! Manufacturer's SC may be used in lieu of SHGC. For osenpllance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amexint of glazing area as a % of to exterior w9II tires (calculated an ENVSUMI) exceeds the maximum ailOr.ed in Table 13.1, then tn18 calculation must be submitted Use the resulting are. in the Target UA and 6l9Gc calculations above. Gilnztrlg Aree Opaque Mae Grebe Exterior Wan Ams 1 19105.0 1 Target OG Area in Roofs over Attica Target OG Arca in Other Roofs Max OG Remaining 1 7642.0 1 1 7642.0 1 Roofs over Attica Opher Roofs Walls' Proposed Aree6: Numbered values are need in entc Nations below. Roofs over Attics Other Roofs Wald OG= O3 VG• 2570.0 16535.0 1 X 2003 Washington State Nonresidential Ene • y Code Corn • fiance Form Max Glazing Area (Table 12-1) 40.0% lesser 7642.0 1 16535.0 1 Proposed SHGC SHGC' x Area (A = SHGC x A Totals 100 Progoe-ea Opaque Area Proposed OG Area y Target OG Areal' Target O . c Area Proposed Opaque Area Proposed VG Area Target VG Area ..I. 1 2570.0 1 1 • 2570.0 , Note': If them. to mom than one type of well, me Target VG Area may be distributed :lmone men. and separate Target Opaque Area found. If the Tsiraet Arena for Opaque Walls hated on the front must [guar the total ealcuiated nere. Maximum Tanget Glazing Aro 1 7642.0 1 8 lesser 7642.0 MEM TO: 425$139671 Totals 2570.0 Target VG Area Target Opaque Area ••:::5543 b Target values In enacted Uooces era used In the gppliesable Target UA calculations on the front. Target VG Ares and Total Target OG Area we also used in the appiic4Dle Target SHGC aCOve• Revised July 24W Target SHGC SHGC x Area (A = SHGC x A Note: OG = overhead glazing VG = vertical glazing Far Target OG'e, tree !mow values are rasa bin here and below. 1 Error In Areas ( O'.'-30-i:Nl3a4 17:35 FROM: HI! ENGINEERING 205 +706 +1E310 TO:4254839671 2003 Washi ton State Nonresidential Ene • Code Compfiance Form • Building Permit Plans Checklist 2063 WnMtntno• Steve Nonm^idental Enr.*gY Code Compritncc Faros ENV -CHK Revhxd July 2t Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: AD insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R values, To the maximum extent possible, Insulation shell emend over the full component area to the Intended Ft- value, 1311.2 Roof/Ceiling insulation: Open -down or poured loose - fin insulation may be used in attic spaces where the slope d the ceiling is net more than 3/12 and there is at least thirty Inches of clear distance from the top of the bottom chord of the truss or palling joist to the underside of the sheathing at the roof eiders. When etave vents are installed baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation Whero lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shalt be ineuteted in a location other than directly on the suspended coifing. Exception: Type 1C rated recessed lighting fatures. Where Installed in wood framing. faced bait insulation shall be face stapled 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding lealb. When Installed in wood framing, faced bait inskiation shall be face stapled Above grade exterior insulation shall be protected 1311.4 Floor Insulation: Floor' Insulation shall be installed in e permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty•our inches on center. installed Insulation shall not block the airflow through foundation vents. 1311.5 Slab-On -Grade Floor Slab on -gads insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches a to the top d the footing, whichever is less. Insulation installed outside the foundation shall emend downward a minimum d twenty-four inches or to the frosdine, whichever is greater. Above we Insulation shall be protected Exception: Fa monolithic slabs, the insulation shall extend downward frorn the top of the slab to the bottom of the footing 1311.6 Radiant Floors (on or below grade): Slab -on -grade lnsulgebn snap extend downward from the top d the slab a minimum distant= of thirty-six inches or downward to The top of the footing and horizontal fa an aggregate of not less than thirty - =1x incites. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermaly Isolated from the soil. Where a sot gas control sy3tlarn is provided beiaw the radiant floor. which results in increased convective flow below the radiant floor. the rad lant door hail be thermally Isolated from the sub -floor gravel layer. 1312 Glazing and Doors , 1312.1 Standard Procedure for Determination of Glazing And Door U- Factors= U- factors for glazing and doors shall be determined. certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model SLte Product samples used for U- factor determinations shell be production line units or representative of units as purchased by the consumer or contractor, Unlabeled glazing and doors shall be assigned the default U -fador in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient Solar Heat Gain Coefficient (SHGC), shall be determined certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, treensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar here gain coefficient requirements. Shading coefficients for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (n winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof/Ceitillgissembliies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof/teling assemblies without a vented airspace. where neither the roof deck nor the roof structure are made of wood. shall provide a continuous vapor retarderwith taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural rod deck 13113 Walb: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313A Roars: Flops separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl ,pace= Aground cove' of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shell be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floorwith a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Bnfilt ng Envelope: Tne requirements cf this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and doorframes. openings between walls and foundation. between walks and roof and wall panels: openings at penetrations d utility services through walls. floors, and roofs; andel, other openings in the bullring envelope shall be sealed caulked. gasketed, or weatherstripped to limit air leakage 13142 Glazing and Doors: Doers and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around Exception: Openings that are required to be fire resistant 1314.3 Building A$sembbes Used as Ducts or Plenums: Buikting assemblies used as duds or plenums shall be sealed. caulked, and gasketed to limit air leakage. P:6= lb ., .. [.o.,�:Gi .r •�1w" J:.i�tiWkirRL'u:iaai> .‘ :. Building Permit Plans Checklist 2003 WireI ipton State Nonta:rdanlial EnemyCooe Compliance Fawn ENV -CHK Revbeo July 2004 Protect Addmss i.5$z0 inkvils InterT ion :l al :-d 1 Date 10/32/2004 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the W1zhington Mate Nonresidential Energy Code. Applicability (yes. no. na.) Code Section iCofnponent Information Required ] Location on Pions Building Department I Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 13D1 Scope Unconditioned npaces idbbed on clans If Waved yea 1302 Spar heat type: Other If "Other', Indicate on pliant that electric resistance treat is not allowed • no _ 1310.2 $emi- hosted spaces Semi-heated spaces identified on plans if allowed 1311 Insulation Ye • 1311.1 1nsUl. installation Indloate densities and deaconess n -a. 1311.2 Roof lcoding instil. • Indicate R -vhtue on roof sections for attics and other roofs: indicate deamncas for attic insulation; indicate baffles if eeve vents instailed: Ir diicateface stapling of faced Darts y. . 1311.3 Wall insulation Indiceta R- valurs on wall sections; Indicate face stapllf+g of faced batty: Intik:ate above grade exterior insulation is protected: Indicate loose-fill core intlulation for masonry wails as names; Indicate heat capacity of masonry walls if rnat>onry oc50n is used a if credit Taken in Ei'iVSTD; a. . 1311.4 Fl oor insulation Indicate R -value on Tout sections; Indicate subslangal contact with surface: Indipte supports not more Men 24" o,c„ Indicate that insulation does not block akdow . . . h foundatIin vents �•___ ft. /a • 1311,5 Slabort floor Indicate R -value an wall section or foundation detail: Indicate slab insulation extends down vertically 24' (torn lop; inchoate above trade exterior insulation is protected n • e. 1311.6 Radiant floor Indicate R - value on wall section or foundation detail: indicate stab insulation extends atom vertically 38 keen the top: Indicate above grade exterior insulation Is protected: k►dkare Insulation also under ent re sten where read. by Official yoe 1312 Gt2P.1ng and doors Provide Calculation of hg area (including both vertical vertical and overhead) as Percent of gross well area yn0 1312,1 U44adnre Indicate glazing and door LMEctors on glazing and door schedule Iprvde area- weighted calculations as necessary): Indicate if values am NFRC or default, if values are dgfaUI then specify frame type, glazing layers. gapwidltt, low-e coatings. pas fillings n.a. 1312.2 SI1GC Iii SC _ Indicate gluing solar heat gain coefficient or steeling coefficient on glazing schou roe (provide area-weighted calculations as necessary) 1313 Moisture control yea 1313.1 Vapor retarders Indirste vapor retarders on warm side n • • - 1313.2 Rooffailing vap.rat Indicate vapor retarder on roof occfion: II1CiGat0 yap. retard. with scaled seams for non-woad struc. :i.e. 1313,3 Wall vapor retarder indicate vapor retarder on wall section e. e • 1313,4 f=loor vapor retarder indicate vapor warder on floor section a.m. 1313 Crawl space vap. ret, Indicate six ml blade polyethylene overlapped 12" on ground 1314 Air leekene YU yae 1314.1 Bldg. onvel. seskrig Indicate sealing. caulking, gasketing. and wcatl1erstdppIng —^ 1314.2 Gltmri /doorsealing Indicate weatherahipping Ye s 1314.3 Assemb. as duds Indicate searing, caulking and gaasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34L yea Envcopc Sum. Forth Completed and attached. Provide component performance worksheet 1 Data arafYY Provide ENVSTD 2.1 screen 1 output if necessary OI,1- 3L3- 2 L3134 17:39 FROM: H) EI•IGINEERING 206+70E+1630 TO : 4254E396r1 2003 Washington State Nonresidential Energy Code Coin Hance Form If'ne N shown for any question. provide explanation: h': r••1b Z • w O 0 (0 LIJ J I N IL W 2 L1 a = W Z F I- O Z I— W • W U 0 O — 0 I— W W H- LL. O W Z 0 — H= O t Z IOW., - 30- 120004 17:39 FROri:HI) ENGII4EERING 206 +706 +19300 Q HV Engineering, Inc. Consulting Engineers 7100 Linden Avenue N, Ste. 1 Seattle, WA 98103 I U : 4`:54U.Sb a I I lb Ph: (206) 706 -9669 Fax: (206) 706 -1830 10/22/04 Slunk Uemattei Associates _ z re 1555 Bayshore y. #300 Burlingame, CA 94010 v o NO Attn.: Chandler S. Eason III, AIA w = J H w 0 Re.: Ccndant Car. Rental Group Tukwila Maintenance and Administration Building R Major Remodel — Washington State Non - Residential Energy Code Envelope Compliance u_ Forms. S a The purpose of this memo is briefly su nxnarize the required calculations I completed in z 1._ order to demonstrate this project's compliance with the WSNREC as it pertains to the z o building envelope. 2 0 uj U � Per my previous discussion with you Chandler, my understanding of this project is that it o H involves making amajor remodel to the existing bowling alley and movie theater (i.e., w w both fully heated spaces) at this location and converting them into office and maintenance v facilities for rental car operations. L I p w z Since these buildings are currently already fully heated spaces, the existing building H envelope that is not being modified is grandfathered in and no envelope insulation z upgrades are required for compliance with the WSNREC. I confirmed this over the phone with the building inspector for Tukwila (Bob Benedi 206 -431- 3675). For those portions of the building envelope that are being modified, they are required to comply with Table 13 -1 of the WSNREC. A partial summary of this table is as follows: • Roof insulation over attic = R-30 or U =.036 • All other roofs, R-21, or U=0.50 • Opaque walls R11 or U =.14 • Opaque doors, U =.60 • Floor over unconditioned space,,. R -19, U =.056 • Slab -on. Grade, R -10 perimeter insulation 2' down on exterior perimeter of foundation wall. • Glazing, required values depend on the % of glazing relative to the gross wall area. Doors with windows count towards glazing. • If glazing is 0 -15 %, then we need U =.90 and SHGC • If glazing is >15% to 20 %, then we need U =.75, SHGC = 1.0 • If glazing is >20% to 30 %, we need U =.60, SHGC = .65. • If glazing is >30% to 40 %, we need U=.50, SHGC = .45. 10Q- 30-20004 17:40 FROM: HQ ENGINEERING 206+706+1630 My understanding of the Administration Building is that you are not making any modifications to the existing building envelope. Thus we should not be required to fill out envelope calculations for this building. Per our previous correspondence regarding this issue, you noted that you would comply with these requirements for the portion of the building envelope being modified. This allows us to comply with the WSNREC Envelope Requirements by using the prescriptive path. method. The only question that arises is how to handle the % glazing for the project. I spoke with the building official for Tukwila (Bob Benedicto, 206 -431-3675) regarding z this issue. Bob and I came to an agreement that °%• glazing would be determined by the % , z z of all new and existing glazing as a percentage of the total new and existing gross wall re w are& J n 00 WO W to The following summarizes my calculations: ILI i Maintenance Building LL w o • Gross Wall Area. 19,100 sq. ft. 2 • New and Existing Glazing 2,570 sq. ft. • Percent glazing = 2,570/19100 d 13.5 %. 1- _ z 1-o Thus for the Maintenance building, all new glazing shall have a maximum U value = 0.90 w w and a maximum SHGC =1.0. This requirement applies to all totally new windows. 2 o Glazing that is being installed to replace existing glazing in existing sashes and frames is o cn only required to be equal or better than the glazing it is replacing. This may apply to o ~ those areas on the drawings where you are calling out for the replacement of existing z v glazing with new tempered glass if you are not replacing the frames and sashes_ T.f you i are replacing the frames and sashes, you will need to comply with a U value = 0.90 or w z better. iii • = O F- QTA Facility 1U:4e.) FWbf1 Per my discussion with Patrick George in your office today, my understanding of the QTA .facility is as follows: • Only the toilet Rooms are heated. • Walls are 8" CMU • Doors are insulated metal. • You prefer to not insulate the perimeter slab. • Roof insulation will be installed just above the 8' high ceiling in the toilet rooms. • Toilet rooms are heated with electric resistance heat. Based on this, I have also run the calculations and filled out the envelope compliance fonns (attached) for this small portion of the building. The WSNREC has a concrete masonry option which I used to allow us to not have to fur out and insulate the CMU walls. In addition, we will have to over insulate the roof/ceiling in order to counter the z IOU - 3 -20004 17:40 FROrM: H') ENGINEERING 206+706+11:130 fact that we are not insulating the exterior of the perimeter slab. Based on this, here is what the heated toilet rooms need. • 8" CMU wall with ungrouted cores filled with perlite insulation. • Doors need to be insulated with a minimum value of • Ceiling needs to have the equivalent of continuous R-50 insulation installed over them. We need the continuous insulation to prevent thermal bridging caused by the structure in order to meet the letter of the law of the code. So out of the above requirements, the ceiling insulation may seem a bit excessive, but it allows us to comply with the code and a little extra insulation over this small area will Likely be cheaper and preferable to perimeter slab insulation. Please find attached the WSNREC Envelope spreadsheet files for both the Maintenance Facility and the QTA Facility. You will need to submit the ENV -SUMI, ENV UA -1. and ENV -CHK tab sheets in these files. Please review the ENV -CHK form portion of these files. It lists the requirements that you need to show on your drawings_ I took the liberty of making a first pass at filling this page out for you. However, you should confirm this for yourself. Let me know if you have any questions. Thanks Brian Roetcisoender TO:4254839671 P:10 %16 Attachment WSNREC Maint Bldg Envelope Form.xls and WSNREC QTA. Facility Envelope Form.xls. Opaque Concrete/Masonry Wall Requirements insulation an interior - maximum U-fact r is 0119 insulation on exterior or integral - rnaxirtum U- fecfor is 025 tf project qualifies for ConcnetelMescnry Option. list walls with HC a 9.0 Btu/ftviF below (other walls must meet Opaque War requirements). Use descriptions and values from Table 20.5b in the Code. Wall Description (Including insulation R -value & position) U factor 8 mot with iumula tad Core 0.240 RS 0 Opaque Walls 8" cMu Below Grade Walls NA Floors Over Unconditioned Space atA Slabs -on -Grade Ito 0 Radiant Floors NA - Maximum U- factors Opaque Doors 0.6 0 0 Verdes, G(tltzing Space Heat Type (i) Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: t3olorr grade wells may be Included in the Gress Exterior Wall Area if they are insulated to tht krinl required for oreque wad. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided try Wap Area times 100 equals ° Glazing = 440.0 X 100 = Concrete/Masonry Option d yes Check here If acing this option and if project meets all requifements for the Concrete/Masonry Option. Sec Decision art cover) for qualifications. Enter requirements for each qualifying assembly below. Rmrotopir Requirements (enter values es applicable) Purr heated/cooked space Minimum hrsulafion R- values Roofs Over At& Tukwila lox 91189 NA All Other Roofs Applicant Name: Brian Roereisoender, 8+► rangineriltg XI= - RS 0 Opaque Walls 8" cMu Below Grade Walls NA Floors Over Unconditioned Space atA Slabs -on -Grade Ito 0 Radiant Floors NA - Maximum U- factors Opaque Doors 0.6 0 0 Verdes, G(tltzing NA Overheed Glazing NA. Maxi num SMGC for SC) Verticel/Ovedv ad Glazing INA Project Info 'Project Address 15820 Tukwila internatioae1 81w3 Date 10/22/2004 Tukwila lox 91189 For Building Department Use QTA Facility (Toilet Jufa= only) Applicant Name: Brian Roereisoender, 8+► rangineriltg XI= - ApplicantAddreSS: 7io0 Linden Ave lit., Suite I. Applicant Phone: 206 -7e6 -sees IV V yy ■V5•• 1 i 1 • IV 1 I ... l • 1 • • 1...1 1.. -1 Irr1 -1 1.. . -r . r • • T • - -- r Envelope Summary Climate Zone 1 ENV -SUM 2OD3 Vrn!1/ Inoton 3totc Notaeetaentio1 Energy Code Compliance r=oar* project Description New Building ❑ Addition Compliance Option ❑ Prescriptive Component Performance 0 ENVSTD 2.1 D Systems (See Deoion Flowchart (over) for qualifications) (4.0 not acceptable) Analysis $eml heatyd space 2 Minimum insulation R- -values P.00fc Over Seml- Heated Space hut 2003 Washi ton State Nonresidential Ener. Code Compliance Form 1. Assemblies with metal framing must comply w elh overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: ❑ Alteration ❑ Change of Use Hevhee July 2obq Z I z W et QQ � J U 0 to c W= H (0 U_ W 0 g -u I.L a Lu Z 1. Z0 W U � O C1H W H0 L I O 11J 0C 0 I Z 10 - 3 -2004 17:40 FROM: H'J ENGINEERING i i3b+ Envelope Summary (back) Climate Zone 1 ENV -SUM 2003 WrelhIngeol Slate Norweerdentlnl Energy Coat Compliance Fortes Decision Flowchart for Prescriptive Option 1=2 Specs Meat Teem: For Inc purpose of determining buitding envelope er.quenmantll, the Mowing tyro aratopotles C*it0113e P1 r4rIce heratel hiDes: or1Mr1 All stew space nesting r rrleire rock -01119 gist, 11e6d fuel. oil, erel pregapA aeon* hmeing smarts and those syrtema fisted to the ceecpGon to 14 1CIrrelnnee- (eontirtuel al -Ogle) voila R -' 1 F1e.. tritvia OK? r.> krtMwlon. / " , ` (below) No Yeo Or l WNI 0400101e IN/0114o ) [slow Gla Wit CM) Roof Ow File All Merged' Rafted Floor 31ab-011-43m>k Radon Floor Opeqo Doer G60211+0?? N °._110l*411 - -No 016zine N y r Glaring Caitorrn Met! Ortrina Yen OH An+e %c, Wei Well 0-15% Op* 1,at, 11.20% 0.75 1,40 20-aa% 0.85 1.30 30-10)6 0.80 130 R-11 R-10 A.11 R-30 R R -19 R -1D R -10 U 0.60 S1iGc LW Ica 0.45 0. 2003 Washin! 1n State Nonresidential Ene •y Code Compliance Form Arlo Yos -'- Vsa this flowchart to determine if project Qualifies for the optional Prescriptive Option. If not either the Component Performance or Systarns Analysis Options must be used. 4 alt Irrul tiny halolled1 CssessieWell Mesofv r Wdl Gal) Maaorftr l ra!(otlror) Delos Grd wail Ie11) Metro Gal Wall (oh) Roar Owl- Amc all onlsr Red Rebel Floor 9660.On -Giese StaatromtPoor Opaque Door R-11 0-0.19 R -10 R-11 Rao R-21 R-1 9 R-10 R-10 U-0.00 Gets Ctlteffa Metz Glazing V. 0-10% 10.157. 15=20% 20 25 Von ON Wei UVaa 0 .90 1.45 9.75 1.40 0.65 1.30 0.60 1.30 Yes No ( START Ctnelrie \ Resiattllna Hest? SHGC 1,00 1.00 0.@0 0.45 Prescriptive Path Allowed Fleets* Moist:me: SD¢ace bCmling systems whIch tc.c elect tc reststancc elements es the primary !weft syrt, cm incluainst basebosm. radon, and forced at %Ass whore the %o ) alsdric tesictanoe not casccily assess 1.0 WR1 or thy, (yeas comlNoncd Aoor area. 6tcvplleer. Heel puffins and temdnel eleatt+e resistemee fleeting in variable air volume if syaterG. Yes we r•••••••••••••••••! a+teria Al wads R -15 1 mow) Insulation? rM Al In=ubreng Installed'? Mrial Framed W911 OtberOpaW. Wa1 miaow/ Wall tint) MpoornWa1 :thee ) Belay GM Weir (srO) Below God Wien (ot,) Roof Over Alto All Other Rod Recd Roor 51eloOn•Graec beet Floor opoare Door 4312zing Criteria P401? GIt�i1g vqn OH Area 16 Wet Wa1 arrpc 0.217:6 040 0 • ire Ye9 110,11+2 R -19 U-0.19 lr015 R.10 R -19 R-36 RJO R-10 R-10 0-8.60 do Component Performance al or Systems Analysis Required I U; 'iGJ -to. c I 1 Yes Concrete/Masonry Option* Assembly Description 8 OW .dth InduieCed Core AasyTag Wall Heat Capacity (HC) HC" 9.65 Totals Area (5f) 398.0 398.0 Area weighted HC: divide total of (HC x area) by Total Area HC x Area 3840.7 3840.7 9.65 R0di'•rd Jury 2061 r-. ! % t 20% '�, Clomp N N y , " rca "a Insu4Gng Ineogodr Mehl Frame well u.0A71 Caber OpedUe Wet R.10 Below Odd WM Neal R-10 Belo*, Gil WM (0011 R-19 Roar Owv 41tla Ran All met- Rot p-30 Raison Floor R-30 $1ais6A1 -Grede R - 10 Roden! Floor 51-10 e Door U 0.80 Glazing GitR1a Metz Glaring vat om Arra Ve Well WWI SHGC 040% 0.40 0.00 1.00 if the area weighted heat capacity (HO) of the total above grade wall is a minimum of 9.0, the Coltat+ete Masonry Option may be used. "For framed walls, assume HC =1.o unless calculations are provided; for all other walls, use Section 1009. 1 • J. L.. iV IV • J. 1 • li 1 1 .VI 1. 1 1 • ..1 1.•11 11■V1 .il 1•.• ,.vv • 1 ■• • rVVr Envelope UA Calculations Climate Zonel ENV -UA 2003 Wrivalnplon 31610 Naxesllemu! Enemy Code: Compliance Forms Project Address Space Heat Type Glazing' Area as % gross exterior wall area Concrete/Masonry Option Notes: If Owing area exceeds maximum allowed in Table. then calculate adjusted areas on back (over). If Concrete/Masonry Option Is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. U- s Ur U= U= U= 6 C U=0.000 Plan 1D Inanlatod ietrx ro $ U= Plan ID: • t ° U- Plan ID: e R= Plan ID m► C b R. Plan ID: Re Plan ID: 1050.0 Pan ID A-so Ineulacian .L g R= Plan ID: O cc ,Re Plan ID: R= Plan ID: R- Plan ID: r R= Plan ID: c Re Plan ID: 0 R.= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) FigiE U= Building Component Lk t com • onents b aese ID & Re Plan 1D tot Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID N. Plan ID: Plan ID: Plan ID: ,� U= Plan ID: Plan ID: 4 U= Plan ID: U= Plan ID: R= Plan ID to m g. Re Plan ID: B 5 -i R= Plan ID: Note: If Insulated to levels required for opaque walls. list above with opaque walls Rr Plan ID xa flan ID: P.= Plan ID: R= Plan ID: 2003 Washington State Nonresidential Ener • y Code Com .liance Fomi 15020 tukw11a International 31vd 2 R= Plan ID Dninvel slab 7 ti d b 1 R= Plan ID: Sr a Re Plan 1D: R= Plan ID: oe Ptah ID a Clem w/polite insulation Electric resistance 0 All other *Yes 0 No Prop. ( 20.0`•k Max.Target Proposed UA Ufactor x Area A = UA (U x A) 0.600 42 -D 0.019 180.0 0.230 395.0 0.730 55.0 25.2 3 -4 91.5 40.2 Date For Building Department Use ±nde0txo se I 'tr; rig • set`rab,l31 orl of Target UA U- Factor x Area ) = UA U x A 1a i G122ift '• .., .icl 0 :' se •• • above:: tag (‘OaT aisokiiylmMueSl;' 0.600 0 .034 ' :.... • P1pt cic' 0.250 a. .540 10/22/2004 • Revise! July 2004 cllfij`a06. slain; 42.0 2S.2 ........... e7�lfi�a�9�j 100.0 6.1. 398.0 99.5 t!Oo 06n ctftl`' , rig fic•F exist .;tleatirig•' IactiieR' `.::Otti!o�'1.1e0t 55.0 29.? °Z�ttii? • 60.3g.:; ;'` `F =0:5;:.:..,.• , ;' • ::F= 0.54'. . ht0 ' ; 13 = forradlan(floor:lFdlues)• *For CMU walls, indicate core insulation material. Totals 675 . D 160.3 Totals 67 5 - 0 160.5 For compilance: Proposed Total Area shall i 1 1) Pro p equal Tatg o n rap o UA shall not Sxteeq larger 0141 LA, OG= OG= VG- 180.0 B9e.0 1171.1 - 313 -?OO4 17:41 FROM: HQ EI IGINEERING 206 +706 +10310 Climate Zone 1 ENV -SHGC 2003 Wnanlncnt n State Nortre•,Iderlibl Energy Cody: Compliance Fc mr, Target Area Adjustment Calculations Glazing List co ID: 10: ID: ID: ID; ID: 'Note: Manufacturers SC rlav be used In lieu of SHGC. Totals' Totals For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing Is allowed to be calculated together. Ifthr. hotel amount of glazing area a rya of gross exterior wall area (calculated on ENV-SUM1) exceeds trte maximum allowed in Table 13-1, then this calculation must be summed Use the resulting arrxis in the Target UA and SHGC calculations above. Glardng Arm Opaque Aroa Grose Eaenor Wall Arno I rents b assembly ID & 2003 Washington State Nonresidential Energy Code Com • Ilance Form Proposed Areas: Numbered value are used in calculations below. Roofs over Attic.; Other Roofs Walls Max Glazing Arca (Table la-1) Proposed SHGC SHGC' x Area - SHGC x A Maximum Target Glazing Area 440.0 X ' 20.0% ! — ! 100 I = ( 88 1 as .0 Roofs over Attic; Other Roofs walla l Target OG Area In Roofs over Atli= Max 00 Remaining Zt lesser 88.0 Proposed Opaque Area 180_0 398 .. 0 I + 88.0 Proposed OG Area "al Target 0G Aree Target OG Area In Other Roofs lesser 80. 1 TO: 4254039671 Target SHGC SHGC xArea A) = SHGC xA 140 : ..' ::t1a�t (see;7 bte::13-1;for, Con IMasorny v azln q=b� Target VG Area Target Opaque Are Proposed Opaque Area Proposed VG AY' s Target VG Area Target Opaque Ares t — 1 - .7.. l :::39As:Oi;:;t, :.:I Note: It thorn 1!,; more than one type of wall. the Tarest V Arc may be distributed among them. and rat parata Target Opaque Areas found. If the Tnrget Area for Opaque Walls listed on the front must equal tree total calculated hare. P:14'16 Reward Jul. 2004 Note; 00 = overhead elating VG = vertical glazing For Target OG'a, the lesser values ere used both here and below. l Target Area% OK I Target values In shaded boxes ant need in the applicable Target U.A calculation on the front Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. Building Permit Plans Checklist ENV -CHK UM Vona heelen Brow Novtstdentiei Energy Code Code CaForm: lianae Form: Revised July 2004 Project Addross 15220 Tukwila Eaternationel 81vd r }ate 10/22/2004 The following Information is necessary to check: a budding permit application for carnptiance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability 1 Code (yes. no, n.e.) Section i 1 Component { Required I Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scold 1302 Unconditioned ti•a ce;; Identified on .lens if allowed yen Space heat type: E1ect resistance If 'Other. Indicate on plans tits electric resistance heat is not alloyed AO t110.2 Semi- heated spaces $emi heated spaces identified on plans if allowed . I 1311 Insulation yes 1311.1 Insul, lnsbtpation Indicate densities and dearences ye• 1311.2 Roof /ceiling inset. Indicate R -value on roof sections nor adios and other roofs indicate clearances for attic insulation: Indicate baffles Weave vents it I d Ineieale lace staplino of faced belts Indicate R - value on wall sections; IrdIcate face stapling of faced casts: Indicate above grade exterior insulation la P totacted; cadre loose - fill core Insulation for masonry walls as neoess; Indicate haat opacity of masonry wails if masonry option Is used or IT aedh taken in E . yae 1311.3 Wall insulation a. a- 1M1 .4 Floor insulation Indicate Raralue on floor sections; Indicate substantial contact wah surface: indicate supports not more Irian 24" oz.: Indicate that insulation doe not block airflow through foundaiion vents ne 1311.9 Slabon - gradc floor Indicate R value on well Erection orfoundotlan detail: Indicate slat insulation extends down vertically 24' from top: Indicate above grade exterior insulation is prbtected n. w. 1311.6 Radllant floor Indicate R - value on wal section or foundation detail; Indicate stab Insulation ends dawn vertically 36' from the top; Intricate above grade exterior inslrlatian is protected; In icere Insulation also under entire slab where t•'d. by Offal yes 1312 Glacing and doors Provide Calculation of glazing area (including both vertical vertical and averheasas percent cf woss wall area ye • 1312.1 U faders SHGC & SC Indicate glazing and door ll- factors on glazing and door schedule (provido aresawelghted calculations as necessary): Indicate if vaiuos are NFRC or default if values are default than specify frame type, glazing layers, gapwidth. Iew-c orating% Qis fillings Indicate gla i rrg solar heat gain a:efficient or sf►eting coefficient on ()twirl sct►r dine (provide astln.vrelghted calculations as neeessaM n. e 1312,Z 1313 tvigcsture control Y 1313.1 Vapor retarders Indicate vapor retarders on warm side Y* 1313.2 RooU201ng vap.ret. W i vapor retarder Indicate vapor retarder on roofscction; Indicate vep. retard. with sealed seems for non -wood strut indicate vapor retarder on watt section 1' 1313,3 n • e • 1313.4 Floor vapor retarder indicate vapor retarder on floor eeoricm �^ n. a • 1313.5 Crawl speoe vap. rot. Indicate six mil black polyethylene warlapped 12" on ground 1314 Air leakage Ye 't roc 1314.1 Bldg. cnvel. sealing Indicate sealing, caulking, gasksting. and weatherstripping — 1314.2 Glezingrdoorsealing Indicate weatherstripping I'art 1314.3 Assemb. as ducts Indicate scaling, caulking and gaskedng PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330.34) yam • Envelope Sum. Form - Completed and ettached. Provide component performance wonwhcet If necessary Provide I NVSID 2.1 ••- ,. t 1 .. •. if rreoessa 1 U'.' - JU — C.U'J4 1 r : - tC r r ul'I: II',' f=fl'a1fiCCKlf1'a exam f utm -luzAJ 2003 Washington State Nonresidential Energy Code Compliance Form If - no" is shown for any question. provide explanation: RECEIVED CITY OF TUKWiLA DEC 1 6 2004 PERMIT CENTER INCOMP ETk' Do q"10Z. r• 1�' 10 4:N IOI.. - 30-200 17:=12 FROM: HI.I EtiGIHEERIhIG 206+ 706+1830 6 +1830 2003 Washi • ton State Norresidenti TO: 4254839671 aI Ener ' Code Com • Rance Form Building Permit Plans Checklist 2003 W>MMnpron store Norvc=idcrftial Energy Code ofn $$rte Foym ENV -CHK Revised July 2004 Envelope - General Requirements 1311 Insulation 1311.1 htttallation Requirements: AA insulation materials shell be Installed according to the manufacturer's instructions to achieve proper densities. maintain clearances, and maintain uniform R- values. To the maxknum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulator: Open -down or poured loose - fin insulation may be used in attic spaces where the slope of the ceding is not more than 3112 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling just to the underside of the sheathing at the roof ridge, When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation • Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated In a location other than 'erectly on the suspended ceIlIng. Exception: Type 1C rated recessed lighting fixtures. Where Installed In wood framing, faked bat insulation shall be faces stapled. 1311.3 Well Insulation: Exterior wall cavities isoated during framing shall be fully insulated to the levels of the surrounding walla. When instated in wood framing, faced bait insulation shall be face stapled Above grade exterior insulation shall be protected 1311.4 Floor Insulation: Floor insulation shall be installed in e permanent manner In substantial contact with the surface basing iinst/ated. Insulation supports shall be installed so spacing is not more than twenty-four inches on center. Installed Insulation shall not block the airflow through foundation vents. 1311.3 Sllab•On .Grade Floor: Slab -on -grade insulation itet91I d Inside the foundation wall shall extend downward from the top of the slab minimum distance cf twenty four inches or to the top d the footing, whichever is less, Insulation installed outride the foundation shall extend downward a minimum of twenty -four inches or to the frostline. whichever is greater. Above grade Insulation shall be protected Exemption: For mnnollthic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing 1311.6 Radiant Floors (an or below grade): Slab -on -grade Insulation shall extend downward from the top of the slab a minimum distance of thrty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -slx inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soiL Where a soi gas control system Is provided glow the radiant floor, which results in increeeed convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U-fact ors for glazing and doors shall be determined certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size Produd samples used for lefacter determinations shall be production ine units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U-factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient Solar Heat Gain Coefficient (SHGC), shall be determined certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency. licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for canplianoe with solar heat gain coefficient requirements. Shading coeftidents for glazing shall betaken from Chapter 27 of Standard R•27 or from themenufacttxees test data 1313 Moisture Control 13131 Vapor Retarders: Vapor retarders shall be installed on the warn side (in winter) of insulation as required by this section. Exception:: Vapor retarder installed with not more than 113 of the nominal R -value between it and the conditioned space, 13132 RooflCeihrlg Assemblies: Rotif/ceiling assemblies where the ventilation space above the insulation is Tess than an average of twelve inches shall be provided with a vapor retarder, Roof /ceiling assembles without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 irmch thick) black polyethylene or approved equal shall be laid over the ground within trawl spaces. The ground cover shall be overlapped twelve inches mitkmum atthe Joints and shall extend to thefoundation wall Exception: The ground cover may be emitted in crave spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314,1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames. openings between walls and foundation, between walls and roof and wall panels; openings at penetrations d utility services through walls, floors, and roofs: and all other openings in the building envelope shall be sealed, caulked, gasketed, or weathetstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstnipped. Fixed windows shall be tight feting with glass retained by stops with sealant or caulking all around Exception: Openings that are required to be fire resistant 13i4.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed. caulked. and gask'eted to limit air leakage. P:16/16 CENDANT CAR RENTAL HVAC LOAD ANALYSIS for LIYORK Heating and Air Conditioning R HVAC RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Shaun Clancy CFM Heating & Cooling, Inc. PO Box 82360 Kenmore, WA. 98028 (425)481 -3471 12 -02 -2004 W J U 0 co o CO ILI - W 2 g < co d = W H Z 1.- I— O Z W • W U � O - O H uj H 0 u' U c 0 z Coercial HVAC gram x ,` f = Y , _ Elite Software Development, Inc fIRHVACs Residential 3 tight mm Lo P ro ' F.'amllian;11Wi HV { • 4, ` ,, ' ` ,' A' , r: s , Cendant'Car. Rental 1'ukwlla WA 98188 t ���'` , ' ' f ' 6 `:i 2004.', � ; ,,', `�` i t.� [ ,u, � ; .. ' �; gage 2 ‘.. , ro Summary ' , .. ..�...� .... �. ,; ar < ` �:. Project: Cendant Car Rental Company: CFM Heating & Cooling, Inc. Client: Cendant Car Rental Representative: Shaun Clancy Address: 15820 International Blvd. Address: PO Box 82360 City: Tukwila, WA. 98188 City: Kenmore, WA. 98028 Phone: Phone: (425)481 -3471 Fax: Fax: (425)483 -9671 Comment: '�' :• tE1:tr �,. + ; � �. ., }i " .y., .i'v'r "E`j ?;[r �wvc, ; k � }.. � 'rt r' , ' i t } 7 ) . S Desig . SSD a , i taf, r ,r ; t��� l�tf N` ,Tt1 I hi k "74 .t „.S. ... n: siV l jao` d, 1. tylL' y`{ j: 4, y`.. 2i}: fiL1 ,'7'i.'%4�yti14"2 t'. .r 3� {A.. x� "v. r. ;. .r� l: .) ,i, :.l.l: .. , . t 7 t� < >.�ro el f ..., t 1 v' ...`f. i �'1" S ft .SFr I's: Project Name: Cendant Car Rental Reference City: Seattle, Washington Daily Temperature Range: Medium Latitude: 47 Degrees Elevation: 400 Feet , Altitude Factor: 0.986 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 15 N/A N/A 72 N/A Summer: 82 66 50% 75 6 • ,•„ 'Fa: S! i ,;: G rtt., :;.Sal ^.'go' "r{ t ?•r - ^� . :xt s :h t <X, ?: : J" 7 , �,Y� ,ail i�l� 1 t.:. L,;, i>r;,44 { :�. S.r,.. ti. '. k�:!f" r. \� ti.. 1 n {:d: . Y Lr ki / � ' ' e j . t . ::d' 3 ' . r '.JI l.`~Z .{'. tlt;> .y. .. .w' <<...., h C h eck Fi tire 7 � l . .' S'tV . ( ; 43 FJh :I.,; \. rn, l , K� S 1' tr } i a r t i : :x ,: fi s °Y"J •.i: ' j'a): : :. ' ,1�w � , n ud Si�. t�..,i, «i ;t '�?.. ^�;.s.Gii 2., .,}.'�, h.n:f:!fY.x. .P._ .F,t .•,cx t ti 't x 'r a : '.: 2?i ✓r lr>�•. «; �;., F;. y : Pt :S "1 .. . ... .,.. Y r ,< 1 5 . §Ciar , �• -t .. ,. ,n. i= .. , ,.. ,..... r•., .r. V k ?.'Gt ..... Total Building Supply CFM: 23,037 CFM per square foot: 0.466 Square feet of room area: 49,455 Square feet per ton: 914.783 �;" • ` ul l, ci l t "c a s•' ^` y : . r `r .f<. .l'ti f 7. . ) � ,t e . � {: y am ° r Y . S . f 1 { . 3. i F F . i , _ ? .+;'' �. uildlnn ( � t ;L oads ; , { . �ii ti . , ; ...,s,' ,t . . � >. , r ' ' , 'rte '.Y.• ik ?�* :.'i.' #. ' ^, b• r ,' i'r 'ti}frl ;iA �' t��; r� { .a .S t t. ' 3. ` f i . .t .. 3i � a ■ ,.,,. �, � ,:'�' � '# �' �'id ...'ti; e .r'.. b �t0�`�• %S <t �xi r.,. Total heating required with outside air: 899,177 Btuh 899.177 MBH Total sensible gain: 499,533 Btuh 90 % Total latent gain: 55,323 Btuh 10 % Total cooling required with outside air: 554,856 Btuh 46.238 Tons (based on sensible + latent) 54.062 Tons (based on 77% sensible capacity) • 9 ":'xS�lG. T`i.JJ rS .'. t < yt. S H •1 1' , ; .. r NN+ cc >i �l Y 'i ki C A I r SM 4, �� (Fi Y��C,15 }tt\ 'k •... -r; /} , } v; ( f.1 1 ',f. t t! 1. .1 . S S> t t1 "} ' S . A E 1 �1 IS Y I..r t 1 r ��i # ^ �f �."• F '[\!t/ a . ' f ''' X � .(k. � ! RY 4 3Fi ^.. �Ij1 tf 4 ' 1 ' f F"N i'+M ,fv fi>:�t, J ... 1 r, F A.r .n, l.Ahtf . ia {[Fait t . t;.. t.�r , .Y, 41 1 a ".. t.. 1 { ��: ... i � ., r f . > k . f s� l ... vi.. Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, December 02, 2004 • ! RHVA Re &L Comme HVAC` L P . Elite Software Development, Inc. F' F NW H VAC ' ` > "i yi} Cendant Car Rental' ' TukVVlla WA,98188 • ' 12 4)2,200 t { t i Page 3`: ` T,ota) Building S umr i l�ary Load ■ 'A Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3B Window Double Pane Clear Glass TIM Frame 3,150 109,347 0 129,620 129,620 11A Door Metal Fiberglass Core 812 27,308 0 5,078 5,078 12H Wall R -19 + 1/2" Gypsum Board(R -0.5) 5,338 18,255 0 3,396 3,396 16G Ceiling R -30 Insulation 49,455 93,025 0 50,592 50,592 22A Slab on Grade No Edge Insulation 930 42,938 0 0 0 Subtotals for structure: 59,685 290,873 0 188,686 188,686 Active People: 185 0 42,550 55,500 98,050 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 55,000 55,000 Lighting: 27,000 0 0 92,070 92,070 Ductwork: 0 149,863 0 83,255 83,255 Infiltration: Winter CFM: 7418.3, Summer CFM: 3297.0 3,962 458,441 12,773 25,022 37,795 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 499,533 Temperature Swing Multiplier: X1.00 Building Load Totals: 899,177 55,323 499,533 554,856 t ;':�r '1. n a6i5' V�i� 'Gf , : 'i n Y . :Y•, Nd t �N 'tr i' YS v t i' ; i . .'•' , rY � M ? S" `' • y 9 . }, `i:a ="�Y}, j i .f ki' r 2 s t d >.k s t t } y , , �Ch :;Fl re s.: ''; < s, , ;,y..q ( 1 : , . ,: _ ..t. ja.t i S1s. ii .;:eKx'.N� > :3.'' ! s c.fiC1J � :;4. {• a r L ru' YS�:St ' k - ) r t t ?3 .v .,n .r.<`' .4. ... Total Building Supply CFM: 23,037 CFM per square foot: 0.466 Square feet of room area: 49,455 Square feet per ton: 914.783 . L4 w4. t t "r1 r. n,-.>'. l,.c tT s.,` i;'•�N tr::n.X . f'l . z,. . fit 3 }., ;} feb f ai' ?� ".4• , ; ,<., y [eo h ; �.t .Y :� •s �'!:� ,,,. ,e ../ Building Loadsa.? i 'z �s} �� ° rT,Lrr „;i.µ 7 ,. t } � , : y , � , , � } , Y 2 r 1 � "US'�'r J' v L �4:'i ; a c t.Y +, .d. .s \�✓v:,r�. et ✓1 }. }w,:.�.i #Ap,�i(�n1s`1..,Y �k. It.,n? ,:� .a Jt�tt 1'� .�,�,., 3'ar: � <. .... ... ;E. ,�. .,.,:.c., _. ., ..,e.: t.,- .,.. ,:..., .Y.�<.:ai.. l.s... .r..{�s Total heating required with outside air: 899,177 Btuh 899.177 MBH Total sensible gain: 499,533 Btuh 90 % Total latent gain: 55,323 Btuh 10 % Total cooling required with outside air: 554,856 Btuh 46.238 Tons (based on sensible + latent) 54.062 Tons (based on 77% sensible capacity) ((F ' � ,Y, `` $S 1 {` y {j s , ` � ��5 fy '�, {` i r y'y . r , i i j q i 1�y i',. rt f lli t 7 h . •y � ! ,} ::� L " ' } St J t `y�" l i i t ;,.:4V °ii'(f v .,;. Q.t °.knn :3a;i'�`t."•:.'rS.7.l xs* «',)s.4, ;.; ;s >,.� a : :,F? . � }, sr... f f. .. z.. . t � ., , • fz j ^ Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, December 02, 2004 RHVAC ^ Residential & Clght Comiiie'rcial;HVAC Loads Program o • . ,. ' Elite to Software Development; Inc. t'4Familian;'NW 11VAC a, ; r'. Cende nt CarRental Tukwl WA `98188 1 2422004; Page 4 DetaidtRoo'm Loa ds 4A L ie 1 Adniinistrative >" Room Length: 162.0 Feet System Number: 1 Room Width: 112.0 Feet Zone Number: 1 Area: 18,144.0 Square Feet Supply Air: 12,545 CFM Ceiling Height: 10.0 Feet Required Vent. Air: 0 CFM Volume: 181,440. Cubic Feet Actual Winter Ventilation Air: 0 CFM 0 Number of Registers: 115 % of Supply: 0 % Runout Air: 109 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 6 Inches % of Supply: 0 % Runout Air Velocity: 556 Feet/Minute Actual Winter Infiltration Air: 3,773 CFM alloc. Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 1,677 CFM alloc. Actual Loss: 0.096 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -12H 162 X 10 1,500 0.060 3.4 5,130 0.6 0 954 E - WALL -12H 112 X 10 668 0.060 3.4 2,285 0.6 0 425 S - WALL -12H 162 X 10 527 0.060 3.4 1,802 0.6 0 335 W - WALL -12H 112 X 10 770 0.060 3.4 2,633 0.6 0 490 E - DOOR -11A 36 X 7 252 0.590 33.6 8,475 6.3 0 1,576 S - DOOR -11A 39 X 7 273 0.590 33.6 9,181 6.3 0 1,707 E -GLAS-3B 2 -P 0 -0 S -1 0 %S 200 0.609 34.7 6,943 66.8 0 13,360 S - GLAS -3B 2 -P 0 -0 S -1 0 %S 820 0.609 34.7 28,465 32.8 • 0 26,896 W -GLAS-3B 2 -P 0 -0 S -1 0 %S 350 0.609 34.7 12,150 66.8 0 23,380 N - GLAS -3B 2 -P 0 -0 S -1 100 %S 120 0.609 34.7 4,166 17.8 0 2,136 UP- CEIL -16G DARK 162 X 112 18,144 0.033 1.9 34,129 1.0 • 0 18,561 FLOOR -22A 548 FT 548 0.810 46.2 25,301 0.0 0 0 Subtotals for structure: 24,172 140,660 0 89,820 Infiltration: Winter: 3772.8, Summer: 2,015 115.710 233,155 6.316 6,496 12,726 1676.8: Ductwork: 0.200 74,763 0.200 0 45,339 Active People: 230 lat/per, 300 sen /per: 120 27,600 36,000 Inactive People: 150 lat/per, 250 0 sen /per: 0 0 Appliances: 0 37,000 Lighting: 15,000 51,150. Sensible Gain Total: 272,035 Temperature Swing Multiplier: X1.00 Room Totals: 448,578 34,096 272,035 Thursday, December 02, 2004 z ,z re w w 0 O 0 u) J w 2 g Q s � w z 1- 0 Z I- w w O • N O E- wW H � L I O LL Z • = 0 z : a, CeNai;. vi: meY}^ i. �r,.; udn.: olileNSL' w�uvw�diir.+: �tkr... SG .�±.p %✓.a;iL:,h.i+ "i.,;y, a4y;4 °° ;: . ' , ' r E ware De velopment, Inc Fill ".. ,AC Re al d & Ligh Loads ` P r ogram E lite Soft FBm�I , ,,,�, r ''.0...!=,, ,, ,�., : 1 ,„ ^' ,,, t ' f C endant Car Rental �apsNtN�li YlllJ , �� ` M l 11 �I t. j l £�) Y 4 9 �. l ;h t � yC ^' i i � ' 1rt + A 1. , 5 t �� � l �1 � Y' - 16::;" wA 98188 k } , .12 02 2004 G 5 w Pa e 5 -` .. :1; .' .'. C, r4. -;e,T. �. * r .... ts. .' 1: ' ' ;Y � L ' X, .. , 1 ; A 9... '., t - Detailed R oom Loads ,1 x ' n i, l ., t � ....,' ' '> ' ` . ,...' j Room Length: 213.0 Feet System Number: 1 Room Width: 147.0 Feet Zone Number: 1 Area: 31,311.0 Square Feet Supply Air: 10,492 CFM Ceiling Height: 10.0 Feet Required Vent, Air: 0 CFM Volume: 313,110. Cubic Feet Actual Winter Ventilation Air: 0 CFM 0 Number of Registers: 96 % of Supply: 0 % Runout Air: 109 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 6 Inches % of Supply: 0 Runout Air Velocity: 557 Feet/Minute Actual Winter Infiltration Air: 3,645 CFM alloc. Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 1,620 CFM alloc. Actual Loss: 0.096 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -12H 213 X 10 946 0.060 3.4 3,235 0.6 0 602 E - WALL -12H 147 X 10 770 0.060 3.4 2,633 0.6 0 490 W - WALL -12H 22 X 10 157 0.060 3.4 537 0.6 0 100 N - DOOR -11A 32 X 7 224 0.590 33.6 7,533 6.3 0 1,401 W - DOOR -11A 9 X 7 63 0.590 33.6 2,119 6.3 0 394 N - GLAS -3B 2 -P 0-0 S -1 100 %S 960 0.609 34.7 33,324 17.8 0 17,088 E -GLAS-3B 2 -P 0-0 S -1 0 %S 700 0.609 34.7 24,299 66.8 0 46,760 UP- CEIL -16G DARK 213 X 147 31,311 0.033 1.9 58,896 1.0 0 32,031 FLOOR -22A 382 FT 382 0.810 46.2 17,637 0.0 0 0 Subtotals for structure: 35,513 150,213 0 98,866 Infiltration: Winter: 3645.5, Summer: 1,947 115.709 225,286 6.315 6,277 12,296 1620.2: Ductwork: 0.200 75,100 0.200 0 37,916 Active People: 230 lat/per, 300 sen /per: 65 14,950 19,500 Inactive People: 150 lat/per, 250 0 0 sen /per: 0 Appliances: 0 18,000 Lighting: 12,000 . 40,920 Sensible Gain Total: 227,498 Temperature Swing Multiplier: X1.00 Room Totals: 450,599 21,227 227,498 • 1 Thursday, December 02, 2004 iHVAC sitiiiiiiif tsi*HVAO, '''i '"" '' ''': . ; ' 0 1 ):4 11 :$5*.;, , 000:::Vt 004; procirani J , . Elite Software Deyelcipirent; Inc.:, '''' .' --' ' '' ;;,`,J:':,:,';:f.',.'; , k , :' ' : Car Rental . \''i ,:,., , ''V.',;. 12 i.:i*4i4:',..041iiilia6'1.F*05) *4ffio'r#i'fi4Oiiii=4ikdI$iiioiiiiiA:.?,,,ik.,ti%,;:, , Room Area No Name SF Htg Sens Btuh Htg Run Run CIg CIg CIg Zone Cg Air Nom Duct Duct Sens Lat Nom Adj Adj Sys CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Administrati 1814 ve 4 2 Maintanenc 3131 e 1 448,578 450,599 5,911 115-6 556 272,035 34,096 12,545 1.35 16,936 12,545 5,937 96-6 557 227,498 21,227 10,492 1.00 10,492 10,492 System 1 Totals 4945 899,177 11,848 499,533 55,323 23,037 27,428 23,037 5 *Main Trunk Size: 20x16 in. *Main Trunk velocity constraints were not met due to duct schedule limitations. Main Trunk Air Velocity = 11,080 Feet/Minute t:001010' i' j0*Agf. 'i **0 b *r ::' ,,MS, C Rbr.,v?,::'3 : bie4 : , I :df,f. !' ,i:.'qg4ii": ; :: : ,,: ''' ,, , : , :lgk,: . • ' 1.,q, 4: . Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: Recommended: 46.238 54.062 90%/10% 499,533 55,323 554,856 77%/23% 499,533 149;211 648,744 • Thursday, December 02, 2004 . = . ' .. CT ENGINEERING PLLC Structural Engineers r. r •- SUPPLEMENTAL STRUCTURAL CALCULATIONS For the RE:rElliFD FEB 0 9 2005 COMtvIUNI I Y D EVELOPMENT FILE COPY REVIENAIED FOR CODE COMPLIANCE Seismic Strengthening At Cendant Car Rental Group Tenant Improvements 15820 Tukwila International Boulevard Tukwila, WA ARCHITECT: Blunk DeMattei Associates Architects 1555 Bayshore Highway, #300 Burlingame, CA 94010 4111■0.111111■1111111•• APR 2 0 2005 EXPIRES 7/27/ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285-0618(F) DOLH4D2 11 z w • 2 6 M -I 0 O 0 (0 CO W • -- rts. Lu LL, ( 0 • < to z F. • 1— 0 Z 1— SHEET TITLE: CT PROJECT # : Step # 1. OCCUPANCY CATEGORY 2. SEISMIC USE GROUP 3. SEISMIC FACTOR 4. Site Class - Per Geo. Engr. 5. 0.2 Sec. Spectral Response 6. 1.0 Sec. Spectral Response 7. Site Coefficient (short period) 8. Site Coefficient (1.0 second) SMS = Fa " Ss Stoll = F • SI S = 2/3 " SMs SD1= 2/3 " SMI 2003 IBC SEISMIC OVERVIEW 04146 - CENDANT/TUKWILA - PLATE 1 TYPE = II S.U.G. = I IE= 1.00 Table 1604.5 S.C. = D Section 1615.1.5 Section 9.4.1.2 Table 1615.1.1 Table 9.4.1.2 Ss= 1.36 S1= 0.47 ZIP 98188 Fa= 1.00 Fv= 1.53 SMS= 1.36 SM1= 0.72 Sos = 0.91 Sol = 0.48 9. Seismic Design Category 0.2s • SDC = D. , 10. Seismic Design Category 1.0s SDC = .D. 11. Seismic Design Category SDC = D:.. 12. Special•Reinf. Conc.•Structural:W_ alls:ir " j;;:. 13. Response Modification Coef. R= • 5.0 • 14. Overstrength Factor 0 = .2.5 ... 15. Deflection Amplification Factor CD = 111.0 2003 IBC SEISMIC OVERVIEW Figure 1615(1) Figure 9.4.1.1 (a) Figure 1615(2) Figure 9.4.1.1 (b) (Or by ZIP code) (Or by ZIP code) http://eqint.cr.usqs.qov/eq/html/zipcode.html 16. Plan Structural Irregularities 17. Vertical Structural Irregularities 18. Permitted Procedure Equiv. Lateral Force. 2003 IBC Table 1604.5 Table 1604.5 (a) Section 1616.2 Table 1615.1.2(1) Table 1615.1.2(2) EQ 16 -38 EQ 16 -39 EQ 16-40 EQ 16-41 Table 1616.3(1) Table 1616.3(2) Max. Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 -- .Yes.1 a Table 1616.5.1.1 - NO. ., Table 1616.5.1.2 Page 1 ASCE 7 -02 Table 1 -1 Table 9.1.3 Table 9.1.4 Table 9.4.1.2.4a Table 9.4.1.2.4b EQ 9.4.1.2.4 -1 EQ 9.4.1.2.4 -2 EQ 9.4.1.2.5 -1 EQ 9.4.1.2.5 -2 Table 9.4.2.1 a Table 9.4.2.1b Max. Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.3.2 Table 9.5.2.3.3 Table 9.5.2.5.1 SOS = SDI = R= IE= Cs = S / (R/IE) Cs = S / ( (R/lE)) C = 0.044 " SDs • IE 0.91 0.48 5.0 1.0 0.181 W 0.599 W 0.040 W CONTROLLING DESIGN BASE SHEAR = h„ = x= C = T= k= ASCE 7 -02 (EQ 9.5.5.2.1 -1) ASCE 7 -02 (EQ 9.5.5.2.1 -2) (MAX.) ASCE 7 -02 (EQ 9.5.5.2.1 -3) (MIN.) 16.00 (ft) 0.75 ASCE 7 -02 (Table 9.5.5.3.2) 0.020 ASCE 7 -02 (Table 9.5.5.3.2) 0.160 ASCE 7 -02 (EQ 9.5.5.2.1 -1) 1 ASCE 7 -02 (Section 9.5.5.4) 0.181 W �Cvt.ltiy tn+ BUILDING WEIGHT AND BASE SHEARS W2 - BOWLING ALLEY /MAINT Area (SF) Unit Wt (PSF) Wi (K) W (K) V =.181W wood roof at bowling alley 21750 20.0 435 bowling alley end walls 2000 15.0 30 bowling alley end walls 2000 15.0 30 south masonry walls 3500 55.0 193 TI allowance 21750 10.0 218 905 905 164 C2 - THEATER /ADMIN Plate 1 - concrete roof slab /admin 17000 93.0 1581 theater wall 2200 100.0 220 wood roofs at theater additions 4500 20.0 90 TI allowance 21500 15.0 ' 323 Ax = 23700 2214 2214 401 Plate 2 - concrete roof slab /maint 8700 93.0 809 TI allowance 8700 15.0 131 940 940 170 CONCRETE ROOF WEIGHT 3" Slab 38 beams 35.0 Roofing 10 Misc 10 93.0 z re Lu 6 � JU O 0 W J 1.- U) LL w 0 u- ?. w d = W _ Z I-0 z H w U co :O — .0 I_ -. W - F- - O. ..z O H: z WALL SUMMARY - 2003 IBC LOADS WALL 17 20 21 le 2e 3e 4e 5e P8 P9 P10 P11 P12 P13 P14 P15 P16 18 19 18e 18e MATL SRCSW SRCSW SRCSW EX CSW EX CSW EX CSW EX CSW EX CSW EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER EX PIER SRMSW SRMSW EX MSW EX MSW (MOD) EX CSW EX MSW EX MSW (MOD) EX PIER SRMSW SRCSW 9.5.2.4.2 - REDUNDANCY FACTOR Ax = 23700 sf Rmax = 5.92 Ve Ve Ve PL1 PL2 W2 400 400 400 400 400 400 400 167 167 167 167 167 167 167 167 167 167 151 151 151 151 p = Ec = 3300000 PSI Ve (k) t L Iw (k/ft) vi (psi) 203 16 19.5 20.5 54 12 12 5.5 72.7 15 12 12 5.5 72.7 15 295 8 138 2.9 22 116 8 24 16.7 50 122 8 25 16.0 51 232 8 50 8.0 48 117 8 50 3.3 24 22 24 3 55.7 25 22 24 3 55.7 25 20 24 3 55.7 23 20 24 3 55.7 23 19 24 3 55.7 22 24 24 3 55.7 28 29 24 3 55.7 34 34 24 3 55.7 39 39 24 3 55.7. 45 38 7.625 22 6.9 19 38 7.625 22 6.9 19 75 2.5 180 0.8 14 75 2.5 135 1.1 19 EXISTING CONCRETE SHEAR WALL EXISTING MASONRY WALL EXISTING MASONRY WALL AFTER OPENINGS ADDED EXISTING PIER NEW SPECIAL REINFORCED MASONRY SHEAR WALL NEW SPECIAL REINFORCED CONCRETE SHEAR WALL 2 -20 /Rmax %Ax = 1.98 USE 1.50 • Pd PI Pd PI Plate 1 Rx max max min min 0.25 200 50 0 0 0.00 75 25 0 0 0.00 75 25 0 0 2.54 0.17 0.19 0.73 2.10 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.37 0.37 5.92 4.44 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Location (floor /room no.) Fixture Description Date 11/23/2004 Number of Fixtures For Building Department Use RECEIVED CITY OF TUKWILA DEC 1 6 2004 PCnfvllr rt:t.rrta. Watts/ Fixture Watts Proposed Ground Level Type ■a" 2x4, 3 lamp Fluorescent Leyin 16248.0 125 1Y l5 Conference Roma' fl ea i 2.00 96.0 12000.0 Type "e" 2x2, U -lamp Fluorescent Layin Outdoor Areas 56 0.15 W /ft " From Table 15 -1 62.0 3472.0 22198.0 Type "C4" 4'. 2.1amp Fluorescent Strips + !. 1 Bldg. (by Perim) ( 64.0 64.0 Type "C8" 8., 4 -lamp Tandem Fluorescent Stripe ( 1i'; ;. ' ,,. - .;32 L i 128.0 4096.0 Type "E" 2 -lamp Wall Mounted Fluorescent Lights 6 I 64.0 384.0 Type "F" 4., Under Counter rluoreacent Lights 2 32.0 64.0 Type "G" Compact Fluorescent Down Lights 1 \ Hi 7 fl i ffl; 7 1 26.0 1222.0 Type "H" Incandescent Down Lights 11 j 75.0 825.0 Project Info Project Address cendent Car Rental Group, Inc. - Administration Bldg. Date 11/23/2004 15820 Tukwila International Blvd. . For Building Department Use RECEIVED CITY OF TUKWILA DEC 1 6 2004 PCnfvllr rt:t.rrta. Tukwila, WA.98188 Applicant Name: Merit slectric, Inc. ApplicantAddress: 19029 36th Ave pest Suite D Lynnwood, WA 98036 Applicant Phone: (425) 775.1356 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting • < 60% of fixtures new, Installed lighting wattage not increased, and Table 15-1 use is not changed Area In ft Location (floor /room no.) Occupancy Description Allowed Watts per ft Area In ft Allowed x Area Ground Level Commercial Offices L E COQ 1.20 13540.0 16248.0 Ground Level 1Y l5 Conference Roma' fl ea i 2.00 2975.0 5950.0 (/* Outdoor Areas 0.15 W /ft " From Table 15 -1 over) - document all exceptions on form LTG -LPA J " "� _..,. - - Totals p 16515.0 22198.0 Location Description Allowed Watts per ft or per if Area in ft (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 0.2 W /ft r, Note: 2001 SEC does not allow tradino between covered parking and ext. Ito. Total Allowed Covered Parking Watts Gm .T Open Parking 0.15 W /R Outdoor Areas 0.15 W /ft Bldg. (by facade) 0,15 W /ft2 PE1 ? FF Bldg. (by Perim) 7.5 VV/If Note: choose either the facade area or the perimeter method, but not both. Total Allowed Bldg. Exterior Watts Nov 23 04 03:57p 2002 Seattle Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM Note new automatic davlightine, occupancy sensor. and other control reaulrements of Section 1513. as applicable, Project Description ❑ New Building ❑ Addition El Alteration ❑ Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Wattage (Interior Notes on Proposed Lighting Wattage: 1. Use manufacturer's Ilsted maximum Input wattage: 'rdrp#4t -wired ballasts only, the default table in the NREC Technical Reference Manual may Aso be used 2. Include exit lights exceeding 5.0 watts per fixture. Provosed Lighting Wattage (Int.) 3. List all fixtures. For exempt lighting, note exception on applicable fixtures. Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage (Exterior Use mfgr Ilsted maximum Input wattage. For fixtures with hard -wired ballasts only, Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description No. of Fixtures Watts/Fixture Watts Proposed Total Proposed Watts INCOMPLETE LTR# Juno 2002 - KJM/Mt4K p. 22127.0 ()P 1101111 MIT CENTER z z • W 6 u o W • W � U W O J LL Q = W Z = O uj 2E D W U CI ON 0 I- W H H O .. z W = O z ' • GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington RECEIVED CITY OF TUKWILA NOV 05 2004 PERMIT CENTER Prepared for: Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 October 2004 Project No. 9903.001.A • FILE COPY Perm. Pla, • GEOMATRIX REVIEWED FOR CODE COMPLIANCE • APR 2 0 2005 CVO./ Geomatrix Consultant D04-402 z • z ce L1-1 C—) O 0 co 0 CO W LL1 U) Li_ I 0 u_ cn I Lu z 1-0 Z I— LU uj o 5 a 1— u i 1— w 116 0 0 (1) One Union Square, 600 University Street, Suite 1020 Seattle, WA 98101-1176 (208) 342-1760 • FAX (206) 342 -1781 October 29, 2004 Project 9903.001 Ms. Rose Pelino, P.E. Director Environmental Affairs Corporate Facilities Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 Subject: Geotechnical Study Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington Dear Ms. Pelino: We are pleased to present the results of our geotechnical study for the renovation of the structure at 15820 International Boulevard and the construction of the new rental car service facilities in Tukwila, Washington. The purpose of our study was to evaluate subsurface conditions and develop geotechnical recommendations for the design and construction of building foundations, slabs -on- grade, and flexible pavements. The accompanying report describes the field exploration and laboratory testing programs conducted for this study and our conclusions and geotechnical recommendations for the project. We have appreciated this opportunity to work with you. Please contact either of the undersigned or Mr. Joseph de Larios at 510/663 -4100 if you have questions about our report or if we can be of further service. Sincerely yours, GEOMATRIX CONSUL Ryan A. Freeborn, P.E Project Engineer Washington C.E. No. 4 L: \Project \9000s\9903.00I \TaskA Folder \CoverLetter.doc Enclosure cc: Mr. Karl Westermann, Cendant Car Rental Group, Inc. Mr. Chandler S. Eason III, AIA, Blunk Demattei Associates Mr. Rick Wyble, CT Engineering PLLC Geomatrix Consultants, Inc. Engineers, Geologists, and Environmental Scientists Ci GEOMATRIX John • . Egan, G.E. Vi - 'resident and Priipal Engineer California G.E. No. 290 z 1 Z 6 0 00 co Lu J = f -- U) LL w 0 g a co b = d I -w z = Z UJ w 2 o 0 - • I— w uj - U o : 0 1- z GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington Prepared for: Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 October 2004 Project No. 9903.001.A Geomatrix Consultants GEOMATRIX Page 1.0 INTRODUCTION 1 2.0 PROJECT DESCRIPTION 2 3.0 FIELD EXPLORATION AND LABORATORY TESTING 3 3.1 FIELD EXPLORATION 3 3.2 EXPLORATORY BORINGS 3 3.3 LABORATORY TESTING 3 4.0 SITE AND SUBSURFACE CONDITIONS 4 4.1 SITE CONDITIONS 4 4.2 SITE CONSTRUCTION HISTORY AND CONDITIONS 5 4.3 GEOLOGIC AND SEISMIC SETTING 6 4.4 SUBSURFACE CONDITIONS 8 5.0 DISCUSSION AND RECOMMENDATIONS 8 5.1 SEISMIC CONSIDERATIONS 9 5.1.1 Seismic Design Parameters 9 5.1.2 Liquefaction Assessment 9 5.2 SHALLOW FOUNDATIONS 10 5.3 RETAINING WALLS 11 5.4 CONCRETE FLOOR SLABS 12 5.5 EARTHWORK 13 5.6 SURFACE DRAINAGE AND SEEPAGE MITIGATION 14 5.6.1 Surface Drainage 14 5.6.2 Subsurface Drainage and Seepage 15 5.7 PAVEMENT DESIGN AND CONSTRUCTION 15 6.0 BASIS FOR RECOMMENDATIONS 16 7.0 REFERENCES 17 Figure 1 Figure 2 Figure 3 Figure 4 Site Location Map Site Plan and Boring Locations Former and Proposed Features Geologic Map Appendix A Field Exploration Appendix B Laboratory Testing I:\Doc Safe W0000903.001 \Avis Gcotechnical Study.doc TABLE OF CONTENTS FIGURES APPENDICES GEOMATRIX i 1z re w u6� J U U O CO W= J1 W O 2 g< = C! 1 W Z = 1- O Z I-- W uj 2 • o O • N O 1- W W H H 9 - - O tli U = ' O ~ z u. �:: cS. h��. w,. u.,:: �::: y;: ds„ 3ii:: isti' �: vM1�' Sr± tt: v�t�a. t ,vi..�rncit:se' #v:srru�N+:�•` *• ` '! 1.0 INTRODUCTION This report presents the results of a geotechnical study performed by Geomatrix Consultants, Inc. (Geomatrix) for the former Lewis and Clark Theatre site (the Site) at 15820 International Boulevard in Tukwila, Washington. The purpose of our study was to evaluate subsurface conditions and to develop geotechnical recommendations for the design and construction of building foundations, slabs -on- grade, and flexible pavements. Our services were performed for Cendant Car Rental Group, Inc. (Cendant). The location of the project site is indicated on Figure 1. The scope of our study was based on information contained in a request for proposal (RFP) prepared by Blunk Demattei Associates (BDA) dated September 9, 2004, as well as a preliminary site development plan provided by BDA, and follow -up discussions with Mr. Chandler Eason of BDA. The scope of our geotechnical study, as outlined in our proposal dated September 16, 2004, has included a field exploration program, geotechnical laboratory testing, developing and analyzing geotechnical data, and preparing geotechnical engineering design recommendations. The following information, recommendations, and design criteria are presented in this report: • Description of subsurface soil and groundwater conditions encountered in the exploratory borings, and logs of the borings; • Results of laboratory tests performed on soil samples; • Description of site terrain, geologic history, and site seismicity; • Recommendations and design criteria for shallow foundation support of the proposed structure; • Estimates of total and differential settlements of the structure foundation; • Recommendations for design of concrete slabs -on- grade; • Recommendations for design of retaining walls; I:\Doc Safe\9000s\9903.001\Avis Geotechnical Study.doc GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington GEOMATRIX 1 as • Seismic design parameters, according to the 2003 International Building Code; • Evaluation of liquefaction - related hazard; • Description of excavation conditions for underground utilities and buried structures; • Design pavement sections for parking lots and driveways; • Recommendations for earthwork construction, including site and subgrade preparation and placement and compaction of fill. Our study did not include exploration of subsurface conditions within the footprint of existing structures or exploration of conditions under existing floor slabs. We are not aware of any geotechnical studies within the former Lewis and Clark Theatre property. Geomatrix recently performed a Phase I Environmental Site Assessment for Cendant; results of that assessment are included in our report dated September 1, 2004. Another environmental study was performed in the site vicinity by Herrera Environmental Consultants in 2001. Subsurface information described in those reports was utilized to help evaluate subsurface conditions at the Site prior to completing the site - specific field exploration, as described in Section 3. 2.0 PROJECT DESCRIPTION The major structures currently occupying the Site are the former Lewis and Clark Theatre and a bowling alley. The site is paved with asphalt, except for a vegetated ravine area in the northeastern part of the site and minor landscaping. It is our understanding that specific aspects of the redevelopment include: • General site improvements include a new fencing and guardrails, upgrade of site lighting, a new guard booth at the southern site entry, and pavement improvements (e.g., revised curbing and drive aisles for fire truck access, standard, dense - graded pavement for the future employee parking area, and maintenance of existing pavement). • Partial demolition of the existing theatre (i.e., removal of the auditorium) and conversion of the theatre concession area into a new administration building. The portion of the Theatre that is demolished will be replaced with a new employee parking lot. • Remodeling the existing bowling alley and converting it into a car maintenance facility, including administration offices, new canopies, and installation of car maintenance equipment. • Constructing a Quick Turnaround (QTA) Facility, including fuel islands, an above- ground fuel tank (capacity approximately 12,000 gallons), and a car wash building. I:\Doc Safe\9000s 9903.001\Avis Geotechnical Study.doc GEOMATRIX 2 3.0 FIELD EXPLORATION AND LABORATORY TESTING General descriptions of the field and laboratory testing programs performed for this study are presented below. More detailed explanations of the field exploration and laboratory testing programs are presented in Appendices A and B, respectively. •1:\Doc SafeW000s.9903.001\Avis Geotechnical Study.doc GEOMATRIX The site has an area of approximately 15 acres and is relatively flat, with surface grades that slope generally.toward the north west. The remodeling of the existing structures will require the construction of new foundations to support new shear elements and reconfigured walls. The new service buildings (e.g., guard house, QTA, and appurtenances) are expected to impose relatively light loads on the foundation soils. The locations of proposed improvements in relation to the existing buildings at the Site are shown on Figures 2 and 3. 3.1 FIELD EXPLORATION The field exploration program undertaken for this study consisted of drilling eight exploratory borings at the Site. The locations of the exploratory borings are shown on Figure 2. The locations of the borings were selected based on a preliminary site plan prepared by BDA, dated October 8, 2004. 3.2 EXPLORATORY BORINGS The exploratory borings drilled for this study were completed on October 15, 2004. The borings (B -1 through B -8) were advanced using eight -inch hollow -stem augers to depths ranging from about 3 to 30 feet, and were logged in the field by examining drill cuttings and retrieved samples. Groundwater was not encountered in any of the borings. Soil samples were obtained from each boring and delivered to the laboratory for further examination and testing. Final logs, which appear as Figures A -2 through A -9 in Appendix A, were prepared based on the field logs, examination of samples in the laboratory, and laboratory test results. Figure A -1 is a boring log explanation sheet. 3.3 LABORATORY TESTING Selected soil samples retrieved from the exploratory borings drilled at the Site were delivered to Analytical Resources, Inc. (ARI) of Tukwila, Washington, for testing. Samples were tested to measure their moisture content and unit weight, plasticity index, grain size distribution, and direct shear strength. A composite bulk sample was obtained by combining soils collected from the upper 21/2 feet of borings B1, B2 and B6. Several tests were run on this composite sample to evaluate engineering parameters and index properties (compaction curve, grain -size analysis, 3 z w re JU 0 u) (oW W O Q u Q = • a I- w Z = • I-O Z I- W U � O N � I- W W • O W z 1 . O z plasticity index, direct shear strength, and California Bearing Ratio). Laboratory test results are presented adjacent to the corresponding sample designations on the boring logs (Figures A -2 through A -9 in Appendix A), and as figures in Appendix B. 4M SITE AND SUBSURFACE CONDITIONS The following sections describe the general site surface conditions, the history of construction at the Site, the geologic and seismic setting of the Site, and the site subsurface conditions encountered in the field. 4.1 SITE CONDITIONS The approximately 15 -acre Site is located in southwestern Tukwila, Washington, approximately %2 -mile northeast of the Seattle - Tacoma International Airport (Figure 1). There are two major buildings currently occupying the Site (Figures 2 and 3). The northern building (about 59,500 square feet) contains a recently closed theatre and the southern building (about 26,000 square feet) housed a bowling alley (King County, 2004). The theatre building is currently rented by the International Church and Neighborhood Life Center, a local church. The bowling alley building is not currently in use. A 150 -foot by 200 -foot parcel of land at the south of the Site is rented from Sterling Realty Organization (SRO) on a month -to -month basis by Dollar Rent -A -Car. This parcel is currently being used as a parking lot. Apart from the former theater and bowling alley, the only other structure at the Site is a cellular phone tower in the northern part of the Site. Virtually all of the remainder of the 15 -acre Site is paved with asphalt, except for the landscaped areas interspersed in the parking lot and the ravine in the northeastern part of the Site. The ravine area is overgrown with mostly berry bushes. Surface grades across the site are relatively flat and drainage is split in several directions. The stormwater on the Site drains to five storm sewer catch basins located west, south, and east of the existing buildings. Topographic information for the Site was provided to us on a project - related topographic map and supplemented by the United States Geological Survey (USGS) Des Moines 7.5- minute topographic quadrangle map. The Site is generally flat, with elevations ranging from approximately 348 feet above mean sea level to about 362 feet. The north and eastern portions of the site slope slightly to the northeast, toward Gilliam Creek, located approximately 1/4 mile northeast of the Site (Figure 1). l;\Doc Safe\9000s\9903.001\Avis Gcotechnical Study.doc GEOMATRIX 4 I:\Aoc_Safe\9000s 9903.001 \Avis Geotechnical Study.doc GEOMATR IX The pavement condition of the parking lots and driveways at the Site is generally fair. It appears that most of the parking area asphalt surrounding the theatre and bowling alley buildings (to the west of old Military Road) is newer than the asphalt around the perimeter of the site. Asphalt thicknesses encountered in the eight borings ranged from 2 inches in boring B7 to 5Y2 inches in boring B3. Base course thicknesses below the asphalt ranged from 2 inches in boring B1 to 5 inches in boring B3. The thickness of asphalt at each boring appeared to correlate inversely with the condition of the surrounding asphalt. At B7 forexample, the condition of the surrounding asphalt was observed to be cracked and rutted, with some sparsely vegetated, settled depressions. In limited areas of the Site, the pavement displays alligator cracking, mostly at the southwest of the Site, and also at the eastern portion of the Site, to the east of old Military Road. Old Military Road, which bisects the Site, appears to be constructed of concrete and is slightly higher than the surrounding pavement. This road has reportedly been around since the early 1900's, but it stopped being used as a throughway around the 1960's. The road pavement is in good condition. 4.2 SITE CONSTRUCTION HISTORY AND CONDITIONS As early as 1897, Military Road bisected the Site. The Site was residential from at least 1930 until 1956. Both buildings that are currently on Site were constructed in 1956. SRO opened the Site in 1957 as a 32 -lane bowling alley and theatre. In 1982, a western addition to the theatre was constructed with an additional hallway and four auditoriums. Since 2002, the bowling alley has been unoccupied. Since January 2004, the theatre has only been occupied by the International Church. Avis began leasing the Site on July 1, 2004 (Tallarico, 2004). Based on review of historic topographic maps and observation of the Site, it is likely that fill material has been brought to the Site. This fill material probably includes parking lot subbase, and backfill for the former UST excavation. In addition, when Military Road was constructed sometime before 1897 and Pacific Highway was constructed sometime before 1930, fill was probably brought onto the Site. Historical maps for the years before and including 1953 show an area of marshland extending from the northeast comer of the intersection of South 160` Street and International Boulevard to the center of the Site. The maps also show residences directly to the east of Military Road in 1930 and 1953. Ryan Larson of the City of Tukwila Public Works Department Surface Water Division suspects that the ravine was probably dug out and the theatre subgrade filled around 1956 as part of construction of the theatre, bowling alley, and installation of the drainage culvert that runs southwest/northeast across the Site (Larson, 2004). 5 w J U 00 N U.1 , . CO IL w 0 2 u. co = z = O z i-- w UC3 O N C3 F- LU w LLi w z • • Because of the raised look of the property to the southeast of the Site, it is possible that the construction of the new Shuttle Park 2 facility and the rerouting of South 158` Street in 2001 involved raising the grades with fill material. Geomatrix has not been provided with any documentation regarding the placement of fill materials at the Site. 4.3 GEOLOGIC AND SEISMIC SETTING Tukwila, Washington, is located in the east central portion of the Puget Lowland, which is an elongated topographic and structural depression bordered by the Cascade Mountains to the east and the Olympic Mountains to the west. The Puget Lowland was repeatedly occupied by a lobe of the Cordilleran ice sheet, one of two continental glaciers that developed during the recent ice ages of the Quaternary period. The Cordilleran ice sheet advanced and retreated from British Columbia, Canada, between about 13,000 to 20,000 years ago. The advancing ice sheet filled the Puget Lowlands with as much as 3,000 to 5,000 feet of ice at least four different times during this period. This resulted in a thick, complex sequence of glacial and interglacial sediments. Geomatrix reviewed several geological reports pertaining to the Site vicinity. According to the USGS (Booth, 2003), the northern third and southeastern quarter of the Site is underlain by Vashon till (Qvt) (Pleistocene, refer to Figure 4), consisting of predominantly fine- grained glacial deposits containing unsorted and unstratified glacial sediments from clay to boulder in size that vary in compaction and composition. The middle portion of the Site is underlain by Vashon recessional outwash deposits (Qvr) (Pleistocene), consisting of moderately- to poorly - sorted gravel and sand with small amounts of silt and clay. The observed subsurface conditions at the former Lewis and Clark Theatre site are described in detail in Section 4.4. Based on visual observations and conversations with Mike Lancaster, SRO's Site representative, it is our understanding that there are no functioning wells on the Site. Geomatrix searched the Washington State well database and found reference to one well that may be located on Site and has most likely been covered with asphalt of the parking lot (Ecology, 2004). The well was drilled on October 30, 1946 for owner David R. Finch in the southwestern corner of the southwestern quadrant of Section 22, Township and Range T23N, R4E. The log says "old dug well shaft, cemented up to 30 feet, hardpan from 30 to 120 feet, fine sand or silt, water bearing from 120 to 135 feet, hard clay from 135 to 240 feet, coarse sand and gravel from 240 to 252 feet." A pump test during the installation indicated a yield of 150 gallons per minute. The well casing was eight inches in diameter and was screened from 244 to 252 feet. Based on this well log, the depth to groundwater at the Site (in 1946) was estimated to be I:\Doc_Safe\ 000s\9903.00I \Avis Geotechnical Study.doc GEOMATRIX approximately 80 feet below ground surface. The "hardpan" soil described in the well log is most likely the glacial till geologic unit (see above). GEOMATR IX The Puget Sound region of Western Washington lies within the active plate margin between the North American and Juan de Fuca/Pacific plates. At this plate margin, the Juan de Fuca plate is subducted eastward beneath the North American plate. On -going research studies over the past two decades has lead to recognition of three types of earthquake sources associated with active subduction along the plate margin. These sources include the locked interface between the Pacific and North American plates located offshore to the west of the Puget Lowland (interface earthquakes on the Cascadia subduction zone), the subducted Pacific Plate beneath the Puget Lowland (intraslab earthquakes), and crustal faults located in the Puget Lowland region (crustal earthquakes). Significant levels of ground shaking may occur at Tukwila as a result of earthquakes on any of these sources. Several historical earthquakes that have caused significant ground shaking in the project region. The February 28, 2001 moment magnitude (M) 6.8 Nisqually earthquake was an intraslab earthquake that occurred at a depth of about 30 miles below the Nisqually River delta area of southern Puget Sound. This is the strongest earthquake that has occurred in western Washington since the 1949 Ms 7.1 Olympia earthquake, which was also an intraslab earthquake and was centered only a few miles south of the February 2001 earthquake. The only other significant earthquake to have affected the Puget Sound region in the past 100 years also was a deep intraslab earthquake, the Ms 6.5 1965 Puget Sound earthquake, occurring between Tacoma and SeaTac. Published interpretation of tsunami records from Japan strongly suggest that a very large event (perhaps MW 9) occurred on the Cascadia subduction zone in January 1700 (Satake et al., 1996). Several studies have addressed the potential for active surface faulting in the southern Puget Sound area (e.g., Gower et al., 1985; Bucknam et al., 1992; Johnson et al., 1999). These studies have identified several potentially active faults in the subsurface, as well as evidence for surficial uplift related to crustal faulting in the Puget Lowland region. The closest mapped potentially active or active fault to the project site is the Seattle fault, which extends generally west - northwest from southeast of Sammamish Lake through Mercer Island, Elliot Bay, and Puget Sound to the southern part of Bainbridge Island (Johnson et al., 1999). The main trace of the Seattle fault is located about 71/2 miles north of the project site. 1:\Doc Safe\9000s 99 03.001 Wvis•GeotechnicaI Study.doc z i)- w CC 6 U o 0 U) ▪ F- U) al �Q co = a F w z = � o z r w • w • 0 • to 0— o 1- w W • o w z • = 0 z 4.4 SUBSURFACE CONDITIONS Subsurface conditions encountered in the exploratory borings drilled during our field program are consistent with the mapped geology and indicate that the proposed site is underlain by fill, glacial till, and glacial outwash. Free groundwater was not observed in any of the borings drilled for this study. The thickness of fill at the site ranges from approximately 2 feet (at B8 to the northeast of the theatre building) to 13 feet (at B I near the south part of the ravine). The fill generally is composed of medium stiff to stiff sandy silt with gravel, with the exception of the southeast corner of the site, where the fill is a medium dense silty sand with gravel. Black pieces of rubber, up to two inches in length, were encountered in the fill at B2 and B5. Soils underlying the fill were generally medium dense to dense, poorly graded sand (which may be glacial outwash), and/or dense to very dense silty sand with gravel (glacial till). In B5, a 5- foot -thick layer of silty soil was observed below the fill and above a layer of medium dense to dense sand. Penetration resistance (blowcounts) varied considerably across the site. Although the near- surface materials generally appear to be medium dense, relatively low blowcounts were recorded in the upper 5 to 10 feet of several borings (e.g., B1, B3, B4, B7). These relatively low blowcounts were observed in both materials logged as "fill" and materials believed to be native soil (glacial outwash). In the materials believed to be glacial till, the blowcounts indicate that the materials are dense to very dense. Bedrock was not encountered in the exploratory borings, and is expected to be greater than 300 feet below the ground surface, based on the well log from 1946 (Ecology, 2004). Although groundwater was not encountered during the current investigation, it is estimated to be greater than 60 feet below the ground surface. It is estimated based on previous well logs that the glacial till encountered below the fill layer extends to at least 120 feet below ground surface. 5.0 DISCUSSION AND RECOMMENDATIONS Based on the subsurface conditions encountered in borings performed at the Site, it is our opinion that that the proposed redevelopment improvements can be supported on shallow spread or continuous footings. Zones of potentially compressible soils will probably be encountered locally during earthwork activities and excavations for the footings or slabs -on- grade. Recommendations for mitigation of these conditions are discussed below. • I:1Dac_Safe19000s\9903.00I \Avis Geotechnical Study.doc GEOMATRIX 8 z z w 6 —J 00 N D co w J � LL w 0 2 u_Q = a F w Z = h- O Z w U � N o 1- wW 0 IL O w z c o O �' z Based on the materials encountered in the borings and the geologic setting, the Site soil profile has characteristics close to the definition boundary between Site Class C and Site Class D (Section 1615.1 of the 2003 IBC). Given the soil profile characteristics, we are of the opinion that site coefficient values (F and F„) intermediate to Site Classes C and D are appropriate for defining ground motion parameters for design purposes. As such, site coefficient values, F and F,,, of 1.00 and 1.43, respectively, are recommended. These factors should be used to construct the design response spectrum, in accordance with the procedure in Section 1615.1 of the 2003 IBC. erirvaa+wnevaxmuxrm m 5.1 SEISMIC CONSIDERATIONS Strong ground shaking should be expected to occur during the design life of the facilities. Discussion of our seismic design recommendations and liquefaction hazard evaluations are presented in the following sections. 5.1.1 Seismic Design Parameters It is our understanding that seismic design for the site improvements will be performed in accordance with the requirements of the 2003 International Building Code (IBC, 2002). The spectral acceleration maps for the Pacific Northwest included in the 2003 IBC are based on the 1998 maps by USGS (Frankel and Leyendeker, 1998) and the Building Seismic Safety Council (1998). Based on these maps of spectral acceleration for Maximum Considered Earthquakes (MCE), the site has an Ss = 1.36g and an S = 0.47g (probability of exceedence of 2 percent in 50 years). 5.1.2 Liquefaction Assessment Liquefaction is a soil behavior phenomenon in which a loose, saturated granular soil loses a substantial amount of strength due to high excess pore pressure generated by strong earthquake ground shaking. To assess the likelihood of liquefaction of the sandy materials during earthquake ground shaking, sampler penetration resistance data (presented on the logs of borings) were used as indices of liquefaction resistance. Using penetration data to assess liquefaction potential due to an earthquake is considered a reasonable engineering approach (Seed and Idriss, 1982; and Seed et al, 1985), because many of the factors affecting penetration resistance affect the liquefaction resistance of sandy and silty soils in a similar way and because state -of- practice liquefaction evaluation procedures are based on actual performance of soil deposits during worldwide historical earthquakes. 1:\Doc Safe\9000s\9903.001\Avis Gcotechnical Study.doc GEOMATRIX 9 GEOMATRIX As discussed previously, the glacial till encountered at the Site is generally dense to very dense, and groundwater is at least 31 feet below ground surface. Applying the analysis described by Seed and others (1985), and Youd and others (2001) the results indicate that it is not likely that the dense to very dense granular soils below the groundwater table will exhibit liquefaction behavior during strong earthquake ground shaking. Additionally, no liquefaction or related phenomena have been reported for the Site or immediate vicinity during the previously - mentioned historic earthquakes in the region. We are of the opinion, therefore, that liquefaction- related hazard to the site is very low to negligible. 5.2 SHALLOW FOUNDATIONS Shallow spread footings are suitable for supporting the loads imposed by the fuel dispenser islands, The above -ground storage tank (AST) and new structural elements for the building retrofit. Footings should have a minimum width of 2 feet and be founded at least 2 feet below the lowest adjacent grade. To mitigate the variability of the footing subgrade, the upper 12 inches (minimum) of footing subgrade should be compacted to at least 95 percent of the maximum dry density, as determined by ASTM Test Method D 1557, at a moisture content at or above the optimum moisture content. If zones of weak soil or poorly compacted fill are encountered in a given footing excavation, Geomatrix should be consulted to develop remedial options. Possible mitigation methods include deeper subexcavation and recompaction replacement with lean concrete. Footings that meet the foregoing requirements for bearing on compacted fill may be designed for the following preliminary bearing pressures in pounds per square foot (psf): Dead load Dead plus live loads All loads, including wind or seismic I:\Doc SafeW000s\9903.00I \Avis Geotechnical Study.doc .a»r^':re:+ *w.rtn+arreya»tw: Allowable Bearing Pressure 2,000 psf 3,000 psf 4,000 psf Resistance to lateral loads should be estimated using a coefficient of sliding resistance of 0.35 between the concrete footing and the bearing soil. Additional lateral resistance can be provided by passive earth pressures acting on the face of footings. An equivalent fluid pressure of 400 pounds per cubic foot (pcf) may be used to calculate passive earth pressure resistance. Resistance offered by the upper 1 foot of soil should be neglected except in the case of interior footings covered by slab -on -grade floors. 0l 4. KM». S' Y. 5'.r Y. M.' M!n'BN.'•'7<"'.IMnPriv,Yn[ca.•IV 10 Unless significant new loads are applied to the existing footings, they are not expected to undergo any significant additional post - construction settlement. In areas where the existing buildings are being retrofitted, some settlement of new footings relative the existing footings is anticipated. The amount of settlement for new footings depends on the foundation size and magnitude of the applied load. For spread footing foundations in the building retrofit area, designed in accordance with the recommendations presented above, we estimate that the maximum differential settlement between new and existing footings will be about 1/2 inch. For the new above - ground storage tank and the new rental car service facility, total settlements are expected to be on the order of 1 inch or less and differential settlement is not expected to exceed 3/4 inch over 20 feet. 5.3 RETAINING WALLS It is our understanding that retaining walls up to about 5 feet high may be constructed at the Site. Retaining wall foundations should be designed using the footing design parameters described in Section 5.2. Retaining walls should also be designed to withstand any additional loads due to adjacent structures, traffic, heavy equipment, storing or stockpiling materials during construction, and/or other anticipated surcharge loads. In developing the design lateral earth pressures, we have assumed that the top of retaining walls will not be restrained from deflecting (i.e., "active" earth pressures will develop) and retaining walls will be provided with effective drainage systems. If wall elements are restrained from rotation/deflection or if they are undrained, higher pressures will develop. Drained walls that are capable of rotating slightly at their bases (e.g., landscape gravity walls) should be designed for an active equivalent fluid pressure of 35 pounds per cubic foot (pcf). This recommended lateral earth pressure value assumes that the surface of the backfill behind the retaining walls is close to horizontal (inclination of 10:1 or flatter). For non - critical walls (i.e., where deflection of the wall will not degrade the function of the facility), retaining less than 5 feet of material, it is our opinion that evaluation of dynamic loading on the wall (i.e., use of a "dynamic increment ") is not required. If evaluation of dynamic loading is desired, we recommend, a "dynamic increment" of 20 H (in pounds per square foot). This pressure is modeled as uniform over the net height of retained material (i.e., H is the distance from the top of the material being retained to the lowest adjacent ground surface). This pressure assumes the wall is in an "active" condition (i.e., some rotation of the wall is acceptable). If the wall is designed in a restrained condition, the ground surface behind the wall is not relatively flat, or if t:\Dcc_Safe\9000s\9903.001\Avis Geotechnical Study.doc OEOMATRIX 11 the wall retains more than 5 feet of material, Geomatrix should be consulted for supplemental recommendations. Sieve Size 1 inch 3 /a inch No. 4 1:\Doc Safe \90000903.001\Avis•Geotechnical Study.doc Percentage Passing Sieve 100 90 -100 0 - GEOMATRIX To mitigate the build -up of hydrostatic pressure, we recommend that positive drainage (draining to daylight) be provided behind all retaining walls greater than about 36 inches high. The bottom of the drainage material should extend to approximately the top of footing level. The drainage system should consist of a clean, well - graded mixture of sand and gravel (granular filter material) at least 12 inches wide and deep, continuous along the length of the wall, surrounding a 4- inch - diameter perforated subdrain pipe. The pipe should be provided with cleanouts at the high end and at bends greater than 45 degrees. Filter material should extend to within 24 inches of the top of the wall backfill. To mitigate infiltration of surface water into the wall drainage system, the backfill material over the drain should consist of compacted, low - permeability material. Additional discussions of subsurface drainage are included in Section 5.6. If any of the proposed retaining structures are undrained, Geomatrix should be consulted for appropriate design pressures. If mitigation of moisture transmission through the wall is desired, the back (soil side) of the retaining wall should be treated with a good- quality sealant or other effective means. 5.4 CONCRETE FLOOR SLABS Concrete floor slabs should be supported on minimum of 12 inches of well - compacted fill. If disturbed, weak, or poorly compacted material is encountered in the upper 12 inches beneath planned floor slabs, the loose soil and debris should be overexcavated or the debris should be removed to a depth of 12 inches and replaced with compacted fill. The prepared subgrade should extend at least 5 feet beyond the perimeter of the slab. In areas where dampness of the floor slab would be undesirable, a layer of open - graded gravel, at least 6 inches thick, should be placed below the concrete slab to form a capillary break and a moisture -proof membrane should be installed over the gravel. Gravel for use under concrete floor slabs should be clean, crushed rock that meets the following gradation requirements: 12 w re f 6 O 0 u c • LLJ J = U w w 0 w ? 12 d = w H z f .. 1- 0 w ~ w 0 O — w W • U �O ..z w -- - _ 0 z 5.5 EARTHWORK Grading at the site will consist of preparing subgrades to support footings and slabs -on -grade and preparing building pads (e.g., dispenser islands, the 12,000 gallon above - ground storage tank, and the new security kiosk). Excavations for new foundations will also be required. The compacted subgrade will need to be firm, and any areas that become disturbed will need to be subexcavated to firm soil and recompacted. Additional site excavation may be required to remove any poorly compacted fill, existing foundations, or construction debris below new foundations and floor slabs, and for new underground utilities. Minor fills, less than about 2 feet may be required in some areas to achieve finish grades. If fill is required to achieve the finish floor elevations, the area to be filled should be stripped of existing landscaping prior to site grading. After the site has been cleared, it should be brought to grade by placing and compacting fill in low areas and removing existing fill from high areas on the site. Areas to receive fill should be scarified, moisture conditioned, and compacted to the requirements for fill presented below. All wood, vegetation, or other deleterious materials should be removed from the fill before it is placed. Site soils that contain debris or organic material may be stockpiled and used as fill in landscape areas or hauled off site to a suitable disposal facility. All fill and backfill materials should be soil or soil -rock mixtures free of organic material, debris, and other deleterious substances. The fill should contain no particles larger than 4 inches in greatest dimension. In addition, no more than 15 percent of the fill particles should be larger than 2%z inches in greatest dimension. Soil and earth fill obtained from on -site excavations maybe suitable for use as fill, providing the materials are free of debris and organic matter. Minor amounts of concrete, asphalt concrete, or brick, if encountered in on -site excavations, can be incorporated into the fill if broken into pieces not larger than 4 inches in size. All fill and backfill necessary to bring the site to grade and backfill excavations should be placed in uniform lifts not exceeding 8 inches in uncompacted thickness. Each lift should be brought to a uniform moisture content at least 1 percent above optimum prior to compacting by either spraying the soil with water (if it is too dry) or aerating the material (if it is too wet) then thoroughly mixing the material. Fill should be compacted to the following degree of compaction, as determined by ASTM Test Method D 1557: IADoc Safc\9000s\9903.001Avis Geotechnical Study.doc GEOMATRIX 13 z � w 6 U O 0 J • = SQ w w o g • � • Q • d = W 1-- z � I- 0 z r-- w • w U o - CI H w W • U O w Z = O z Conversely, if soils are too dry, moisture will need to be added. We recommend provisions be included in the construction contract for mitigating difficult field conditions (e.g. chemical stabilization or substituting lean concrete for compacted fill). Fill Location Degree of Compaction General site fill 95 Utility trench backfill 90 Subgrades for footings and slabs 95 Upper 12 inches of pavement subgrade 95 Import fill from off -site borrow sources should meet the general requirements for fill given previously, as well as the following quality requirements: Maximum plasticity index 15 Percent passing No. 200. sieve 50 maximum; 5 minimum The requirement that at least 5 percent pass the Number 200 sieve precludes the use of cohesionless sand as site fill. 5.6 SURFACE DRAINAGE AND SEEPAGE MITIGATION Proper site drainage important for the long -term performance of the proposed structure, slabs -on- grade, and pavements. The recommendations presented in the following subsections supplement the mitigation measures presented elsewhere in this report. I:\Doc Safe\9000s\9903.00I\Avis Geotechnical Study.doc GEOMATRIX 5.6.1 Surface Drainage Final site grading should provide surface drainage away from structures and slabs -on -grade to reduce percolation of water into the underlying soils. Ponding of surface water should not be allowed adjacent to structures or pavements. The grades at the site should be constructed to carry surface water away from the building foundation in accordance with all code requirements. At minimum, grades should be sloped away from the structures a minimum of 4 percent in landscaped areas and 2 percent on slabs -on- grade, for a horizontal distance of at least 10 feet. 14 — 1:\Doc_SafeW000s\9903.001\Avis Geotechnical Study.doc GEOMATRIX Where slabs or pavements abut landscaped areas, provisions should be made to protect the subgrade soils against saturation from water in the landscaped areas. Landscape watering adjacent to structures should be avoided. Where needed, drip irrigation systems should be used. In addition to having adequate drainage, over - watering should be avoided. 5.6.2 Subsurface Drainage and Seepage Retaining wall drainage systems (e.g., perforated drainpipe) should be connected to a tight pipe system at a location just beyond the end of the retaining walls or foundation structures. The tightline pipe system should daylight on a paved area or lead directly to the site storm sewer system. To avoid damage, the outlet area of the pipe should be protected. An appropriate number of cleanouts at convenient locations should be installed along all subsurface drain systems. Care should be taken to see that transitions between subsurface materials are compatible, particularly where there is the potential for seepage through those materials. Where the grain size distribution for two adjacent materials is significantly different (e.g., where fine grained and coarse grained materials are used in the same area), an appropriate transitions or filters should be provided. Vault walls and connections should be sealed or filtered to mitigate against migration of material into the vault. Under no circumstances should surface water discharge pipes be directly connected to subsurface water collection and discharge systems unless where specified at safe downgradient locations. 5.7 PAVEMENT DESIGN AND CONSTRUCTION Pavement construction associated with redevelopment of the former Lewis and Clark Theatre site includes new parking lots and driveways around the perimeter of the buildings. Structural design of flexible (i.e., asphalt concrete) pavements is based on the strength of the subgrade soil, strength of the pavement materials, and assessment of vehicle traffic (both vehicle weight • and frequency). The California Bearing Ratio (CBR) test can be used to evaluate the strength of subgrade soils and pavement section materials. A CBR test was performed on a composite sample of the near- surface soils. The composite was created from bulk soil samples taken from borings B1, B2, and B6. Based on our interpretation of the test results, we recommend a CBR value of 10 and/or a resilient modulus (M of 10,000 pounds per square inch (psi) be used for design of pavement sections. 15 . The number of Equivalent Single Axle Loads (ESALs) is used to represent the volume of traffic and weight of vehicles expected to travel on roadways and parking areas. The number of ESALs is based on estimated traffic volumes projected over the economic life of the pavement (usually 20 years, with an understanding that asphalt concrete pavement generally will require some significant maintenance or rehabilitation at about 10 to 15 years of service) and the expected mix of cars and trucks. The pavement section used for new pavements at the site should be selected by the project civil engineer based on the estimated traffic volumes and vehicle weights. The following structural pavement designs were developed for a range of ESALs. Equivalent Single Axle Loads 10,000 0.25 50,000 0.30 0.25 150,000 0.35 0.30 Pavement Component Thickness (feet) Class A or B Class G Asphalt Concrete Asphalt Concrete 0.15 0.15 Gravel Base 0.50 0.60 0.40 0.70 0.50 We recommend that pavement materials be specified to conform with the requirements of the Washington State Department of Transportation (WSDOT) Standard Specifications, 2002 edition. Asphalt concrete should meet the requirements of Section 9 -03.8 of the WSDOT Standard Specifications. If the 2004 edition of the Standard Specifications is used, we recommend that 'A-inch gradation Hot Mix Asphalt (HMA) be substituted for Class A or B Asphalt Concrete and % -inch HMA be substituted for Class G. Gravel base should meet the requirements of Section 9 -03.10 of the WSDOT Standard Specifications. GEOMATRIX The upper 12 inches of pavement, subgrade and the aggregate base section should be compacted to a minimum of 95 percent of the Maximum Dry Density according to ASTM Test Method D 1557. 6.0 BASIS FOR RECOMMENDATIONS The recommendations made in this report are based on the assumption that soil or grandular conditions do not deviate appreciably from those disclosed in the exploratory borings drilled at this site. If any variations or undesirable conditions are encountered during construction, the 1:\Doc_Safe W0000903.001 \Avis Geotechnical Study.doc 16 GEOMATRIX effects of these conditions on the recommendations presented herein should be evaluated and, if necessary, supplemental recommendations developed. The recommendations are made for the proposed structures and renovations at the former Lewis and Clark Theatre site as described in this report. Significant changes in location, type of structures, or loading conditions should be evaluated as to their effects on the recommendations. We recommend that Geomatrix review the foundation and earthwork plans and specifications for this project to confirm that the intentions of the recommendations presented herein have been properly interpreted and incorporated into the contract documents. In addition, a Geomatrix representative should observe earthwork and foundation construction to confirm that subsurface conditions encountered during construction are comparable to those used for developing the recommendations presented in this report. Unanticipated subsurface conditions, which cannot be disclosed fully by drilling exploratory borings, are commonly encountered and frequently require additional expenditures to attain a properly constructed project. Some contingency funding is recommended in case additional exploration, testing, or design modifications are required by conditions encountered during construction. In the performance of its professional services, Geomatrix, its employees, and its agents comply with the standards of care and skill ordinarily exercised by members of our profession practicing in the same or similar localities. This report may not provide all the subsurface and geologic information needed by a contractor to construct the project. No warranty, either expressed or implied, is made or intended in connection with the work performed by us, or by the proposal for consulting or other services or by the furnishing of oral or written reports or findings. We are responsible for the conclusions and recommendations contained in this report, which are based on data related only to the specific project and locations discussed herein. In the event that conclusions or recommendations based on these data are made by others, such conclusions and recommendations are not our responsibility unless we have been given an opportunity to review and concur in writing with such conclusions or recommendations. 7.0 REFERENCES Booth, Derek B., and Waldron, Howard H., in press (draft map dated January 22, 2003), Geologic Map of the Des Moines 7.5- minute Quadrangle, Washington: U.S. Geological Survey Miscellaneous Field Investigation, scale 1:24,000 (database by Ralph A. Haugerud and Elizabeth A. Barnett). I:\Doc Safe\9000s\9903.00I\Avis Geoteclmical Study.doc 17 • _ GEOMATRIX Booth, Derek B., Haugerud, Ralph A., and Sacket, Jill B., 2002, Geologic Map of King County, Washington: U.S. Geological Survey Map 1 -nnnn, scale 1:100,000. Bucknam, R.C., Hemphill - Haley, E., and Leopold, E.B., 1992, Abrupt uplift within the past 1700 years at southern Puget Sound, Washington: Science, v. 258, p. 1611 -1614. Building Seismic Safety Council, 1998, NEHRP (National Earthquake Hazards Reduction Program) Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1997 Edition, Part 1: Provisions (FEMA 302), including the spectral acceleration maps (numbers 1 through 24) for short period and long period motions, February. Daniel, Chris R.,. Howie, John A, and Sy, Alex,2003, A Method for Correlating Large Penetration Test (LPT) to Standard Penetration Test (SPT) Blow Counts, Canadian Geotechnical Journal, 40: 66 -77. Frankel, A.D. and Leyendeker, E.V., 1998, USGS seismic - hazard lookup programs and map viewing applications, Review copy of CD -ROM, January 28. Geomatrix Consultants, Inc., 2004, Phase I Environmental Site Assessment Report, Lewis and Clark Theatre, 15820 International Boulevard, Tukwila, Washington, September 1. Gower, H.D., Yount, J.C., and Crosson, R.S., 1985, Seismotectonic map of the Puget Sound region, Washington: U.S. Geological Survey Miscellaneous Investigations Series Map I -1613, scale 1:250,000, 15 p. International Code Council, Inc., 2002, 2003 International Building Code, December. 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: Geological Society of America Bulletin, v. 111, no. 7, p. 1042 -1053. King County Government on the Web. http: / /www.metrokc.gov /assessor/ . Muench, Stephen T., Mahoney, Joe P., Pierce, Linda M. (Principal Authors), et. al, 2004, The Washington State Department of Transportation's Pavement Guide Interactive, http: //hotmix.ce.washington.edu /wsdot web/ . Satake, K., Shimazaki, K., Tsuji, Y., and Ueda, K., 1996, Time and size of a giant earthquake in Cascadia inferred from Japanese tsunami records of January 1700: Nature, v.379, pp.246 -249, 18 January. Seed, H.B., and Idriss, I.M., 1982, Ground motions and soil liquefaction during earthquakes: Earthquake Engineering Research Institute, Oakland, California, Monograph Series, 134p. •I:\Doc Safe\90000903.001\Avis Geotechnical Study.doc 18 :. v...: iRL-::,; aa:: t#• A.: 1:. i,. uiJn� .47Jd,:�.7e.'''"'.+Mr�tr:�. ".� ,.'" x Lt." i�...'. OEOMATRIX Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M., 1985, Influence of SPT procedures in soil liquefaction resistance evaluations: Journal of Geotechnical Engineering Division, American Society of Civil Engineers, v. III, no. 12, December, p. 1425 -1445. U.S. Geological Survey (USGS), 2002, Earthquake Hazards Program, National Seismic Hazard Mapping Project, Interpolated Probabilistic Ground Motion for the Conterminus 48 States by Latitude Longitude, 2002 Data, http:// eghazmaps .usgs.gov/html/info.html. USGS, 1949 (revised 1995), Topographic Map of the Des Moines 7.5- minute quadrangle, Washington: U.S. Geological Survey, scale 1:24,000. Washington State Department of Ecology Website. http: / /apps.ecy.wa.gov Washington State Department of Transportation (WSDOT), 2004, Standard Specifications for Road, Bridge and Municipal Construction, Manual M 41 -10. WSDOT, 2002, Standard Specifications for Road, Bridge and Municipal Construction, Manual M 41 -10. 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: ASCE, Journal of the Geotechnical and Geoenvironmental Engineering, v. 127, no. 4, p. 297 -313. I:\Doc_SafeW000s\9903.001\Avis Geotechnical Study.doc 19 ;.wf,:�4.t- ::.:a::�.�`tu„c�Fr.• u ai;: w ::a�:.'ir:�J.uu:r..Aih'd+.t.siv x.,yw... z • w u6= O 0 0 co Lu • w w O g u_ D = d . w z � I- 0 z E-- w • w U O N 0 I- w W U lL f" Z U =. O~ z J sminow NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT _ - - 7 Base map from U S.G.S. 7.5 Topographic Quadrangle, Des Moines, Washington. I 5v tostrark II 1� 11111111111105111111MMil I1IIIt1%LV ll_ Pw i �....xwlr ►�■ . . 4.16;%.,N ; :AI!1 l iffirrigii t. ` l 10111.111111infe 44: 11111111011M11111M1111111411167 TesCur eaTac UNPArge �` . . __ Bogie t'' ,�. Lake 1 33 � �. � nom o 3 Ridga : � L ' ( ark ;a 0 APPROXIMATE SCALE (FEET) 2000 1 GEOMATRIX SITE LOCATION MAP 15820 International Boulevard Tukwila, Washington Project No. 9903 Figure 1 __; S:19900199031001\04 1028 gs1 fig 0231 7111 — 111 S 158TH ST 4CJ =Gag Coaati Q n —/ CELL TOWER 1 B70 e 1 /1982 TRASH ADDITION COMPACTOR y h -- Vii / � \ ' ' t1 / 88 Z SP 7 r THEATRE tgl B5 + BOWLING �� f 'www-mw e cV �CULVERT�a / DISCHARGE r44)- PORTION OF SITE S, • J �� B3 BEING LEASED TO �.� DOLLAR RENT A CAR DOLLAR • RENT A CAR $ 180TH ST WASHINGTON STATE PATROL ♦ , �`�`�►�as� a B2 CI- 1 EGTATEI VINE AREA APPROXIMATE B4 5 GROUNDWATER �} I FLOW DIRECTION APPROXIMATE LOCATION OF CULVERT FUTURE 12,000 GALLON AST FUTURE DISPENSER ISLANDS (4) SHUTTLE PARK 2 FACILITY 1408ft EXPLANATION Geotechnical, Hollow Stem Auger Boring, October 15, 2004 ® Water Vault • - --- Site Boundary 0 200 Feet Approximate GEOMATRIX SITE PLAN AND BORING LOCATIONS 15820 International Boulevard Tukwila, Washington Project No. 9903.001 Figure 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ( I /1 7 ti' , . -‘ i4 41-1•414 t• 17:7717 , EXISTING CONCESSION AREA TO BE RENOVATED FORMER BOWLING ALLEY TO BE RENOVATED SITE BOUNDARY- (.0 1 """..... . 1. ; ',. [ • 1. ‘ . • : • 1- " NEVV pANkiNd AREA (THEATRE/AUDITORIUM !ii f' :..TO BE I • Uri • - 1 ,••' ; • ; 1 ; [ [ I • ; ; ,• I NEW. SECURITY KIOSK f f 1..1 • ;• ;2[ 1 I i• 1 1i •••'•:'! ; I I•Ii • ;;;t1 ri 1-1 : 1 1! ".." 7""'•••••7 - • • 1 • • ••.. r • 1 • 11 . ; EW,CAR WASH AND • 'FUEL DISPENSER.. ISLANDSii ":„ ; • • •-• ! . , • . I I I • • : 1 r :.; • £ ' 1;!•••yr ••• • 't t • < •■■ ■■■■■ mil MI IMM■rw 1M 1= •■••■■•• •IN WO ME M•■••1111•• I. NEW ABOVE GROUND STORAGE TANK ' 0 1800 Feet Ii i I I P GEOMATRIX FORMER AND PROPOSED FEATURES 15820 International Boulevard Tukwila, Washington Project No. 9903.001 Figure 3 01.44,1t4A4riZis4r4 - .14K141001 S:\ 9900 \99031001 \04_1028_gs1 rig 04.ai NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. y Qvr Recessional outwash deposits Stratified sand and gravel, moderately sorted to well sorted, and less common silty sand and silt. Deposited in broad anastomosing outwash channels that carried south - draining glacial meltwater away from the ice margin during ice retreat. Typically slightly oxidized. Deposits less than about 1 m thick not shown on map. Recessional Lacustrine Deposits Very fine- grained sand, silt, and clay deposited in small lakes during ice recession. Till Compact diamict containing subrounded to well- rounded clasts in a massive, silt- or sand -rich matrix; glacially transported and deposited. Generally a few meters to a few tens of meters thick, forming an undulatory surface. Also found sporadically within areas mapped as unit Qvi. Advance Outwash Deposits Well- bedded sand and gravel deposited subaqueously or by streams and rivers in front of the advancing ice sheet. Almost devoid of silt or clay, except near base of unit. Generally unoxidized. NONGLACIAL DEPOSITS Qyal OLDER GLkCLAL AND NON - GLACIAL DEPOSITS YOUNGER GLACIAL DEPOSITS Qoh Urroz5: mm• BEDROCK vathcn =de Fxa 78(101X)yean before pretenr QUATERNARY TERTIARY NOTES: Data from Draft Paper, January 22, 2003. Base from U.S. Geological Survey, Des Moines, WA,1995. Topography compiled from aerial photographs taken 1943 and field checked 1949. Universal Transverse Mercator projection, North American datum of 1927. Contour Interval 25 Feet. 0 1500 Feet L 1 J Approximate GEOMATRIX GEOLOGIC MAP 15820 International Boulevard Tukwila, Washington Project No. 9903.001 Figure 4 7_11 7111 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS T N THIS NOTICE IT IS DUE TO THE QUALITY O F THE DOCUMENT. _ - EN The field exploration program for this project consisted of eight exploratory borings. The location of each exploration point was estimated by pacing from existing site features. The approximate location of each exploration point is shown on Figure 2 of the main text. Before performing the exploratory borings, Geomatrix notified Sterling Realty Organization (SRO) of our intent to conduct exploration work. In accordance with State law, we also contacted One Call. In addition to notifying One Call, we hired a private utility locating service, Applied Professional Services (APS) to check the proposed drilling locations for buried metal objects and live electrical wires. The marks made by One Call members at each exploration location were verified, and the exploration locations were visually checked for the presence of sewer lines prior to drilling. In accordance with federal law, a site - specific health and safety plan was prepared to identify potential health and safety issues and to outline procedures to protect Geomatrix personnel. This plan was developed based on our Phase I ESA. The plan was reviewed by all site personnel, including subcontractors. The exploratory borings were drilled and sampled on October 15, 2004, by Cascade Drilling, Inc. of Woodinville, Washington, using a truck- mounted Mobile B61 drill rig. Borings B -1 through B -8 were advanced to depths of about 30, 20Y2, 16, 11, 16, 6, 3Y2, and 3Y2 feet, respectively. Soil samples were collected from the borings to aid in identifying the soil and for subsequent laboratory testing. Ms. Zanna Satterwhite, Staff Geologist with Geomatrix, maintained records of field activities, classified the soils encountered, and prepared continuous logs of the borings. Final boring logs, developed from laboratory classifications and conditions recorded on the field logs, are presented on Figures A -2 through A -9. A boring log explanation sheet is presented on Figure A -1. At selected boring locations, bulk/bag samples were collected from the soil cuttings from the augers. Most soil samples were collected using a Dames & Moore drive sampler (2.5 -inch inside diameter [I.D.] and 3.0 -inch outside diameter [O.D.]). The Dames & Moore sampler was I:\Doc_SafeW0000903.001\Avis Geotechnical Study.doc APPENDIX A FIELD EXPLORATION FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington GEOMATRIX A -1 I:\Doc Safe\90000903.001\Avis Geotechnical Study.doc GEOMATRIX lined with thin, segmented brass rings /tubes and driven into the soil with a 300 -pound hammer falling 30 inches. Blowcounts were recorded for each 6 inches of penetration. The blowcounts required for the final 12 inches of driving, or portion thereof, are given at the corresponding sample locations on the boring logs. When the samplers were withdrawn from the boreholes, the soil samples were removed and carefully sealed to preserve their in situ water content. Preliminary soil classifications were made visually in the field in general accordance with ASTM D 2488 and verified by further examination in the laboratory and by test results. The relative density of generally cohesionless soils and the consistency of cohesive soils were evaluated using the guide presented in Table A-1. No groundwater was encountered. The borings were backfilled on October 15, 2004. In accordance with project requirements, all borings were backfilled with bentonite chips. Borings located in paved areas were patched with concrete at the surface. Soil cuttings generated during drilling operations were placed in four 55- gallon drums and left at the southeast corner of the Site, as directed by site personnel. A -2 Relative Density of Cohesionless Soils Consistency of Cohesive Soils Penetration Resistance N (blows /ft) Relative Density • Penetration Resistance N (blows /ft) Consistency 0 -4 Very loose <2 Very soft 4 -10 Loose 2 -4 Soft 10 -30 Medium dense 4 -8 Medium stiff 30 -50 Dense 8 -15 Stiff >50 Very dense 15 -30 Very stiff >30 Hard GUIDE FOR ESTIMATING RELATIVE DENSITY AND CONSISTENCY BASED ON BLOWCOUNT DATA Note: (1) The blowcounts in this table apply to standard penetration test (SPT) samplers driven in general accordance with ASTM D 1586 (140 pound hammer with 30 -inch drop). The blowcounts from the Dames & Moore sampler driven with a 300 pound hammer and 30 -inch drop (sometimes referred to as "large diameter penetration test" or "LPT ") are generally lower than SPT blowcounts because of differences in sampler diameter, surface area, and hammer energy. The relative densities and consistencies recorded on the boring logs were evaluated based on the estimated equivalent SPT blowcount for the sampler used. I :\Doc_Safe\9000s\9903.001\Avis Geotechnicai Study.doc TABLE A -1 GEOMATRIX PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Boring Log Explanation SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS - (1eee) 1d30 'oN eldwes Sample 1001 WM'S Moisture Content ( %) Dry Density (tom) Other - — - - - _ _ _ _ 1 _ - _ ' - , _ j - , . 23 50' 3" Standard penetration split -spoon drive sampler, 50 mm (2 -inch) outside diameter, 35 mm (1 3/8 -inch) inside diameter (without liners) Dames and Moore drive sampler, 76 mm (3 -inch) outside diameter, 64 mm (2 1/2-inch) inside diameter Blow count for last 300 mm (12 inches) of sample, or as noted Blow count for entire drive, total drive less than 150 mm (6 inches) - - _ _ _ _ _ - _ - — _ - PP =1.5 Compaction DS TV =.80 UC =1300 <200 =44% Sieve LL =27 P1 =4 • z Distinct contact Gradual or uncertain contact Pocket penetration unconfined compressive strength in tsf Moisture - density relationship (compaction curve) Direct shear Torvane shear strength in tsf Unconfined compressive strength in psf Fine content (percentage of soil passing No. 200 sieve) Grain size distribution LL= Liquid limit; PI= Plastic index NOTES: 1. The stratification lines shown on the boring logs represent the approximate boundaries between material types. The actual transitions between materials may be gradual. 2. These logs of the test borings and related information depict subsurface conditions only at the specific locations and at the particular time the boring was made. 3. Soil conditions at other locations may differ from conditions occurring at these locations. Also, the passage of time may result in changes in the soil and groundwater conditions at these locations. 4. Soil colors from Munsell Soil Color Charts. , GT -2 (6198) i Project No. 9903.001 Geomatrix Consultants Figure A -1 wv?: S:':: �:+, tuai, �r�: e:: 1SEk3i�.; JJiw1:. �:: Ssw+ l;. i:: t+r'disi:.J.tk'9L:�wilirsitA+1%i •• PROJECT: FORMER LEWIS AND CLARK THEATRE 15820Int shingtoBoulevard Log of Boring No. B1 BORING LOCATION: Eastemmost future fuel dispenser (see Figure 2) ELEVATION AND DATUM: 352 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile B61 TOTAL DEPTH (feet): 29.8 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Sample No. Sample 1oo1 /SMOIB Moisture Content ( %) Dry Density (Pcf) Other - 1 - - 2= 3- 4 — 5 1 6 1 7- 8 — _ 9- 10— 11 - 12— 13 - _ 14— 15- 16— 17- 2 3 4 s 9 11 64 PAVEMENT 5 inches asphalt concrete over 2 inches -- baserock - - - — - — _ — - — _ - - - — - - — - - - 13 16 6 • 110 114 Bulk B1 collected at 1 -2.5' PP =3.0 <200 • SILTY CLAYEY SAND with GRAVEL (SC -SM) Loose, brown (10YR 5/3), low plasticity fines, fine to coarse sand, moist [FILL] SANDY SILT with GRAVEL (ML) Stiff, brown (10YR 5/3), low plasticity fines, mois partially cemented [FILL] POORLY GRADED SAND (SP) Medium dense, brown (10YR 5/3), fine to medium sand, moist [POSSIBLE FILL] SILTY SAND WITH GRAVEL (SM) Dense, brown mottled gray (10YR 5/3), nonplastic to low plasticity fines, fine to medium sand, moist I A A • • • • GT -1 (12103) Project No. 9903.001 . Geomatrix Consultants Figure A -2 0 r pt s N co w 0 Q. c, CD 0 J 0 Cl) w w rrwanxu+tara ^ PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington x SAMPLES o z a a m 18- 19- 20 — 5 21 - 22 — 23 - 24 — 6 25 - 26 — 27 - 28 — 29 - 7 X 34 100* 4" 50* 4" Project No. 9903.001 MATERIAL DESCRIPTION SILTY SAND WITH GRAVEL (SM) [CONTINUED] T Very dense Bottom of boring at 29.8 feet. Borehole backfiUed with bentonite chips and patched with concrete. Log of Boring No. B1 cont. LABORATORY TESTS Moisture Dry Content Density ( %) (Pci) Other 7 120 GT -2 (8/01) Geomatrix Consultants I Figure A -2 Cont. PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B2 BORING LOCATION: Future AST (See Figure 2) ELEVATION AND DATUM: 354 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: 'Mobile B61 TOTAL DEPTH (feet): 20.5 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS DEPT (feet) Sample No. aldweS Soo} ISMO19 Moisture Content ( %) Dry Density (Pcf) Other - 1 - - 2 — 3- 4 — _ 5 6 — 7- 8 — _ 9- 10— - 11 - 12— s - a a 13- D. - 14— u 15- L 7 — n 7 3 16— 3; - I 17 - :, 14 40 52 3.. 50 PAVEMENT 3 inches asphalt concrete over 3 inches — \baserock /-- - _ — - — _ - — - — - - - — - _ - — _ — — - - 11 6 109 Bulk B2 collected at 1 -2.5' PP = >4 5 <200 =78 SILTY CLAYEY SAND with GRAVEL (SC -SM) Medium dense, brown mottled gray and yellowish orange (10YR 5/3), low plasticity fines, moist, black rubber pieces [FILL] SILT with SAND (ML) Hard, grayish -brown (10YR 4/1), low plasticity fines, moist T More gravelly, partially cemented SILTY SAND with GRAVEL (SM) Very dense, brown (10YR 5/3), nonplastic to low plasticity fines, fine to medium sand, moist • _ POORLY GRADED SAND with SILT and GRAVEL (SP -SM) • 1 2 3 4 -- — — X 1 GT -1 (12/03) 11 Project No. 9903.001 Geomatr Consultants Figure A -3 PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington a w X ❑ — 18— 19- 20 — SAMPLES m _ EZ E . `� a m 5 50 6" Project No. 9903.001 MATERIAL DESCRIPTION Very dense, brown (10YR 5/3), fine to medium sand, moist T Pockets of clean fine to medium gray sand; some iron oxide staining Bottom of boring at 20.5 feet. Borehole backfilled with bentonite chips and patched with concrete. Log of Boring No. B2 cont. LABORATORY TESTS Moisture Dry Content Density (%) Oct) Other GT -2 (8/01) Geomatrix Consultants I Figure A -3 Cont. z I z re LL1 QQ= J U: O 0 co co ILI W - I w 0 u. = w F-_ I . I-- 0 z I- U O N ❑ I— tu I— . - �O .. z U =. 0 ~' z • PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard L Log of Boring No. B3 BORING LOCATION: SE corner of bowling alley building (see Figure 2) E ELEVATION AND DATUM: ` 3 DATE STARTED: D DATE FINISHED: DRILLING EQUIPMENT: ' Mobile B61 T TOTAL DEPTH (feet): M MEASURING POINT: DRILLING METHOD: Hollow stem auger D DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 D DEPTH TO FREE WATER AT COMPLETION: • No free water encountered HAMMER WEIGHT: 300 pounds H HAMMER DROP: 30 inches L LOGGED BY: Z. Satterwhite SAMPLES L MATERIAL DESCRIPTION D LABORATORY TESTS DEPT (feet) Sample No. Sample 1001 /SMolS Moisture D Dry Other - b 1 . s g PAVEMENT 5.5 inches asphalt concrete over 5 inches B - a 15 1 103 Bulk B3 collected SANDY SILT (ML) _ . s • 3 • g z Z W 6 J 00 rn CI J w 0 u- j. O d = ▪ w z � 0 z I— 11.1 uj U 0 O N O 1— w • O w z U = O~ z PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington • Log of Boring No. B4 9 g BORING LOCATION: SE corner of site by ShuttlePark 2 (see Figure 2) ELEVATION AND DATUM: 360 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: 'Mobile B61 TOTAL DEPTH (feet): 11 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Sample No. Sample tool ISMOIB Moisture Content ( %) Dry Density (Pcf) Other - 1 - 2— 3- 4 — 5 - _ 6 — - 7- 8— 9- 10— 11 - 12— 13- 14— 15- 16— 17- 1 2 3 12 2 18 PAVEMENT 3 inches asphalt concrete over 3 inches '.baserock /— - _ — - — - — - - — - — - — - — - — - 7 16 • Bulk B4 collected at 1 -2.5' SILTY SAND with GRAVEL (SM) Medium dense, brownish -gray (10YR 4/1), low plasticity fines, fine to coarse sand, moist [FILL] T Very loose X POORLY GRADED SAND with SILT (SP -SM) Medium dense, brown to dark yellowish -brown (10YR 3/4), fine to coarse sand, moist [POSSIBLE FILL] — Bottom of boring at 11.0 feet. Borehole backfilled with bentonite chips and patched with concrete. GT -1 (12/03) Project No. 9903.001 Geomatrix Consultants Figure A -5 ; a 0 (7 0 J 07 0 N U, W W c: z ;l - z w J 0. 0 co J F- N u w 0 2 u < c d t-w H = z � 1- 0 z l- w • w. 0 O N O Ir w W L I Z w CO 0 z PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard L Log of Boring No. B5 BORING LOCATION: W of bowling alley building (see Figure 2) E ELEVATION AND DATUM: 358 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. D DATE STARTED: D DATE FINISHED: DRILLING EQUIPMENT: 'Mobile B61 T TOTAL DEPTH (feet): M MEASURING POINT: DRILLING METHOD: Hollow stem auger D DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 D DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds H HAMMER DROP: 30 inches L LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES L MATERIAL DESCRIPTION S LABORATORY TESTS Sample No. Sample tool /sMOle Moisture D Dry Other 1 S 1 1 11 ( PAVEMENT 3 inches asphalt concrete over 4 inches B - a 13 98 P B5 collected SANDY SILT with GRAVEL (ML) - Y , 1 V - q PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard International Tukwila, Washington Log of Boring No. BORING LOCATION: W of theatre building (see Figure 2) ELEVATION AND DATUM: 362 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: 'Mobile B61 TOTAL DEPTH (feet): 6 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger • DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Sample No. ample too} /SMOIB Moisture Content ( %) Dry Density (Poi) Other - 1 - - 2— 3- 4— - 5 - 6 - 7- 8— 9- 10— 11 - 12— 13- 14— I 15- 16— 17- I 2 • 10 19 PAVEMENT 3 inches asphalt concrete over 4 inches — baserock - - — - - - - 7.8 7.2 Bulk B6 collected at 1 -2.5' <200 =27 SILTY CLAYEY SAND with GRAVEL (SC -SM) Medium dense, brown mottled gray (10YR 5/3), low plasticity fines, fine to medium sand, moist [FILL] SILTY SAND (SM) r Medium dense, brown, (10YR 5/3), low plasticity fines, fine to medium sand, moist [POSSIBLE FILL] X Bottom of boring at 6.0 feet. Borehole backfilled with bentonite chips and patched with concrete. . - — - — - — - — - — - GT- 1(12/03) 1 Project *No. 9903.001 Geomatrix Consultants Figure A -7 • PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B7 BORING LOCATION: SW of cellular tower (see Figure 2) ELEVATION AND DATUM: 350 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile B61 TOTAL DEPTH (feet): 3.5 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite 1 SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS DEPT (feet) Sample No. Sample I ) /sMO19 Moisture Content ( %) Dry Density (p00 Other - 1 - - 2= 3- 4 — 5- 6— 7- g— 9- 10— 11 - 12— - V 3 13- _ D. 3 14— V 0 - 0 u 15- L 7 _ 0 7 3 16— i - 17- J 1 5 PAVEMENT 2 inches asphalt concrete over 4 inches -- Nbaserock /— - - - — - — - — - — - — - — _ - - — _ - - — _ - . SANDY SILT with GRAVEL (ML) Soft to medium stiff, brown (10YR 5/3), low plasticity fines, moist [FILL] . X Bottom of boring at 3.5 feet. Borehole backfilled with bentonite chips and patched with concrete. GT -1 (12/03) 7 Li Project No. 9903.001 Geomatrix Consultants Figure A -B z l- it _ z W 6 U. 00 0 rn CO 11.1 LU N W w 0 IL. co F w z = zI- Lu O N O I— W Iii Z O~ z ti::.:. c'. a'u .:,.ti.�::.i:u�a:.tiw:!N.tiics;l�. - - '>.' �.,: tix �Ww :Y.w+LJiti�rZlo:✓&WCaF::srjr,�i p,. • ,:t ?ppti: . PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard L Log of Boring No. B8 BORING LOCATION: NE of theatre building (see Figure 2) E ELEVATION AND DATUM: 354 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. D DATE STARTED: D DATE FINISHED: DRILLING EQUIPMENT: M Mobile B61 T TOTAL DEPTH (feet): M MEASURING POINT: DRILLING METHOD: H Hollow stem auger D DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: S See Boring Log Explanation, Figure A -1 D DEPTH TO FREE WATER AT COMPLETION: . No free water encountered HAMMER WEIGHT: 300 pounds H HAMMER DROP: 30 inches L LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES L MATERIAL DESCRIPTION S LABORATORY TESTS Sample No. eld weg loJ /mola Moisture D Dry Other - — 1 D 29 s — \ PAVEMENT 3 inches asphalt concrete over 3 inches - • SANDY SILT with GRAVEL (ML) - — P Bottom of boring at 3.5 feet. Borehole backfilled with Z � W J U O 0 N W I • u. w 0 u. = ▪ W = z F . Z O U O N O I— w LL' O .. Z W O I- Z " NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • iJ Z.J Ti ITN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITYOF THE DOCUMENT. m 0 3 XI 57( • LABORATORY TESTING 'R\Doc_Safe \9000s\9903.00I\Avis Geotechnical Study.doc APPENDIX B LABORATORY TESTING FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Laboratory testing was performed on selected soil samples recovered from the borings drilled at the site. The following tests were performed in the soils- testing laboratory of Analytical/Resources Inc. (ARI) in Tukwila, Washington: • Water content and unit weight, • Atterberg limits (plastic and liquid limits), • Grain size analysis, • Direct shear strength, and • California Bearing Ratio (CBR). Test procedures for the soil tests performed are described herein. Results are summarized on the boring logs in Appendix A or on figures presented at the end of this appendix. Atterberg Limits The liquid limit and plastic limit of two soil samples were measured in the laboratory. These tests were conducted in general accordance with ASTM Test Method D 4318. The results of these index tests are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9) and on a figure included in this appendix. GEOMATRIX Moisture Content and Unit Weight Moisture content, unit weight, and dry density were determined for representative samples recovered from the borings. These tests were conducted in general accordance with ASTM Test Methods D 2216 and D 2850. Results of the moisture content and dry density tests are presented in the right- handed columns of the corresponding sample locations on the boring logs (Figures A -2 through A -9). B -1 z i• z 6 JU O 0 N 0 cn w LLJ CD IL w 0 J D. a = w . F-- z F I- O Z !— 111 ui U� 0 O I- w W t6 w z O - O 1-- z . Grain Size Distribution Grain size distribution tests were performed on elected soil samples to assist in their classification. Sieve analyses were performed in general accordance with ASTM Test Method D 422 on the portion of the sample retained in the No. 200 sieve. Graphic representations of the w cc results are presented on a figure included in this appendix. The percentages by weight passing 6 v the No. 200 sieve are presented at the corresponding sample locations on the boring logs t o (Figures A -2 through A -9). w = J H Percentage by Weight Passing the No. 200 sieve w o 2 For selected soil samples, the percentage by weight passing the No. 200 sieve was measured in u_ p P g Y g P g �? general accordance with ASTM Test Method D 1140. The percentages by weight passing the i I- al No. 200 sieve are presented at the corresponding sample locations on the boring logs (Figures Z A -2 through A -9). • I-- O uj U � o f A compaction test was performed on a composite bulk sample obtained from upper 21/2 feet of = w borings B 1, B2 and B6. The purpose of the test was to assess the compaction characteristics of near- surface soils for use in engineered fill and as pavement subgrade. The test was performed ii i z in accordance with ASTM Test Method D 1557. Test results are presented on a figure included v in this appendix. z Compaction Direct Shear Test Direct shear tests were performed in general accordance with ASTM Test Method D 3080. Results of the direct shear tests are presented on figures included in this appendix. The water content and dry density for the samples tested are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9). California Bearing Ratio A California Bearing Ratio (CBR) test, for use in pavement design, was performed on a composite bulk sample obtained from borings B1, B2 and 86. The test was performed in general accordance with ASTM Test Method D 1883. The CBR test results are presented on figures included in this appendix. 1,\Doc Safe\9000s\9903.001\Avis Geotechnical Study.doc GEOMATRIX B -2 4r:6tiW ' `bi�n7+L.GGt:4i tr�x&idmisU.Y�kSit« .. .�...,., T Sample Number Depth Plasticity Index Liquid Limit Plastic Limit Classification B5-3 10-10.5 7.2 26.0 18.8 CL B1, B2, B6 Comp 1-2.5 4.2 17.8 13.5 ML Geomatrix Avis Tukwila 60 50 20 10 0 Atterberg Limits CL or OL • CL-ML • ML or C CH or OH MH or OH L . 0 10 20 30 40 50 . 60 70 Liquid Limit 80 90 100 110 -A- B1, B2, B6 Comp - ANALYTICAL RESOURCES INCORPORATED HF95 Grain Size Distribution By ASTM D422 �7 N OD a O O 0 O O 0 CV 100 90 1 - 80 60 L d c 50 c d L d 40 a 30 20 10 0 - - |-----� | -'---f — 100000 10000 1000 100 10 Particle Diameter (microns) 1 B5 ---♦- -3 —ii— B6 -1 —i.— B1, B2, B6 Comp ANALYTICAL RESOURCES INCORPORATED NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Standard • Corrected 7.8 % 7.3 % 132.6 lb/ft 134.5 lb/ft Moisture Density Relationship ASTM D-1557, Method C ANALYTICAL RESOURCES INCORPORATED Client: Project: Project No.: Sample ID: Optimum Moisture Content Maximum Density Geomatrix Avis Tukwila 9903.001/A B1, B2, B6 Composite Date:) October 22, 2004 Notes: The plot shows as-tested data (material greater than 3/4" removed). A rock correction has been run due to >6.5% oversize material present. 134 132 130 128 126 124 122 5 Moisture Density Relationship 6 7 8 9 Moisture Content (%) 10 11 12 Geomatrix Avis Tukwila ANALYTICAL RESOURCES INCORPORATED 6 5 4 3 2 1 0 Direct Shear ASTM D-3080 —a-- B1, B2, B6 Comp i Normal Stress = 2000 psf 0 0.05 0.1 0.15 0.2 0.25 03 0.35 Horizontal Displacement (inches) 0.4 0.45 0.5 0.08 0.05 0.04 0.03 0.02 0.01 0 -0.01 0 • 0 5 U 5 02 • 025 U3 035 04 045 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D-3080. Shear speed was 0.035 in/min. HF95 5 ' 0.01 0 ( 0.00 0.02 0.03 0.04 I 0.b5 01 0.15 0 2 0.25 03 0.0 04 0.45 0 0.05 nos I A. t • • ♦ ♦ —� 1 , 7 . 0 . 6 y N m 5 w L- 4 CO 3 A A7 10 9 8 2 1 0 Avis Tukwila Direct Shear ASTM D -3080 —*— B1, B2, B6 Comp 'Normal Stress = 5000 psf 0 0.05 01 0.15 0.2 0.25 0.3 0.35 Horizontal Displacement (inches) 0.4 0.45 ANALYTICAL RESOURCES INCORPORATED Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. HF95 0.5 5 z 1 Z . J U 00 N 0 J = H w O . g u- d = W I— _ ' Z F. E— C) Z W 2 U N 0 — 0 I — I- V. � w z U = O ~. Z ' " 8 7 6 5 4 3 2 1 0 Geomatrix Avis Tukwila Direct Shear ASTM D-3080 B1-1 • Normal Stress = 2000 psf I arror6--- 0 0.05 0.1 0.15 0.2 0.25 0.3 Horizontal Displacement (inches) 0.35 0.4 ANALYTICAL RESOURCES INCORPORATED HF95 0.45 0.4 0.3 0.2 0.1 0 0.1 0,25 .15 GA5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D-3080. Shear speed was 0.035 in/min. � Geomatrix Avis Tukwila ANALYTICAL RESOURCES INCORPORATED 12 10 8 6 4 2 0 Direct' Shear ASTM D -3080 —a— B1 -1 INormal Stress = 5000 psf 0 0.05 0.1 0.15 0.2 0.25 0.3 Horizontal Displacement (inches) 0.35 0.4 0.45 0.04 .2 0 n n� §* O. 5 0 2 0.25 0 3 0.35 0 4 0. Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. HF95 z z r4 6 i 0 00 N O CO w J = F- w 2 J U- = I— w z O W ui U� 0 F W UJ O . z . U = O H z 3 0.01 0.008 0.008 0.004 0.002 0 0.002 5 Geomatrix Avis Tukwila Direct Shear ASTM D -3080 --A-- B3 -1 Normal Stress = 2000 psf 0 0.05 0 1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0 5 Horizontal Displacement (inches) • • • • • • 0 0.35 0 1 0 15 0 2 03 035 04 045 0 ANALYTICAL RESOURCES INCORPORATED 5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. HF95 it- re 2 J U U O U)O CO ILI J = I-- U) W O LL Q (0 d = I — W _ Z f. ' F— O Z LU • W 0 CI c o O — O I-- W W H r : u' O .. W 0 O Z w. 0.3 0.25 0.2 0.15 0.1 0.05 a• 0.05 es •-- • '.'.. —II — — —IV lb • • IS AL /1 A n A L et el es eSre es el el L rt A L. „ es ! 14 12 10 8 6 4 2 0 Geomatrix Avis Tukwila Direct Shear ASTM D-3080 [Normal Stress = 5000 psf 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 Horizontal Displacement (inches) U..30 0.4 0.45 ANALYTICAL RESOURCES INCORPORATED H F95 0.5 5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D-3080. Shear speed was 0.035 in/min. Initial Dry Density, pcf 134.8 Initial Moisture Content, % 7.7 Percent Swell 0.2 Dry Density After Soak, pcf 134.5 Moisture Content After Soak, % 8.0 Moisture Content, Top 1 Inch After Test, % 9.5 Bearing Ratio at 0.1 Inch Penetration 27.5 Bearing Ratio at 0.2 Inch Penetration 43.8 Corrected Bearing Ratio at 0.1 (concave upward) 30.0 Corrected Bearing Ratio at 0.2 (concave upward) 38.7 • 1800 1600 1400 1200 1000 800 600 400 200 0 0 Geomatrix Avis Tukwila Load Penetration Curve — B -1, B -2, B -6 Comp (50 Blows) 0.1 0.2 0.3 0.4 Penetration In Inches 0.5 0.6 HF95 z 1 Z ; w re 2 JU O 0 coo co w J H w 0 Q N • � = z ►- 0 w ~ U O N O I-- w w LLo .. z. 00 z Initial Dry Density, pcf 133.9 Initial Moisture Content, % 7.9 Percent Swell 0.5 Dry Density After Soak, pcf 133.3 Moisture Content After Soak, To 8.4 Moisture Content, Top 1 Inch After Test, % 9.2 Bearing Ratio at 0.1 Inch Penetration 16.5 Bearing Ratio at 0.2 Inch Penetration 29.8 Corrected Bearing Ratio at 0.1 (concave upward) 25.0 Corrected Bearing Ratio at 0.2 (concave upward) 33.3 1400 1200 1000 800 600 400 200 0 0 Geomatrix Avis Tukwila Load Penetration Curve �-+- B -1, B -2, B -6 Comp (40 blow 0.1 0.2 0.3 0.4 0.5 Penetration In Inches 0.6 HF95 W re 2 Jo U O N 0 U, w J H W 0 <. 52. �.w z • z ° w : o o - o I- w W H U ' u' o • Z W = : o ' ' z • Initial Dry Density, pcf 132.1 Initial Moisture Content, % 7.8 Percent Swell 0.2 Dry Density After Soak, pcf 131.8 Moisture Content After Soak, % 8.7 Moisture Content, Top 1 Inch After Test, % 10.0 Bearing Ratio at 0.1 Inch Penetration 34.0 Bearing Ratio at 0.2 Inch Penetration 43.9 Corrected Bearing Ratio at 0.1 (concave upward) 24.3 Corrected Bearing Ratio at 0.2 (concave upward) 32.0 1600 1400 1200 1000 800 600 400 200 0 0 Geomatrix Avis Tukwila Load Penetration Curve -•- B -1, B -2, B -6 Comp (25 blows) 0.1 0.2 0.3 0.4 0.5 Penetration In Inches 0.6 HF95 �n ir:Sau. 4x+i iti.3;::wt+xi:44 wik+l±iv:..•: ;�,•., 35 30 25 20 m v 15 1 0 5 Geomatrix Avis Tukwila 0 130 Dry Density versus CBR 1-41-- B -1, B -2, B -6 Comp ■ 25 Blows per layer 1 1 50 Blows per layer 1 1 40 ows per layer 132 134 136 Dry Density, PCF 138 140 HF95 z W fr 00 co 0 W = (A u. W0 u. co z 0 w z F l- 0 W U 0 O N w z F : 4. Wz = � 0 I z CONSTRUCTION, LLC February 10, 2006 Brenda Holt Permit Center City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 Re: Temporary Certificate of Occupancy Request Cendant Car Rental TI — Permit #04 -402 / 05 -012 15820 Tukwila International Boulevard Tukwila WA 98188 Dear Brenda: We are respectfully requesting the issuance of a Temporary Certificate of Occupancy (TCO) for the above facility. We have encountered weather delays (cold weather and rain) that have affected our ability to complete all of the project to meet Cendant's move -in date. We have completed almost all of the project subject to the following items: • Exterior painting • Landscaping (85% complete) • Site lighting We expect to have all of the above items completed and ready for final inspection within the next couple of weeks pending weather. We have worked closely with all of the City's field staff to satisfy needed corrections and fulfill all life safety requirements. Cendant Car Rental is under pressure to move from their current facilities because of lease arrangements with current facilities. The issuance of a TCO will allow Cendant Car Rental to move in and become operational at the facility while concurrently we move ahead to complete the balance of the project. Please contact me if there are any questions. We would like to have an inspection for the TCO on Monday, February 13 if possible. Thank you for your consideration. Sinc rely, /,►� evin' inn cc. Greg Harrison — Cendant Car Rental Mike Lancaster — Sterling Realty Organization Michael Aippersbach RECEIVED FEB 13 2006 PEFBIWT CENTER One Lake Bellevue Dr., Suite104, Bellevue, WA 98005 • P.O. Box 2137, Redmond, WA 98073 -2137 v: 425.898.1688 • f: 425.898,0885 P o4. 4oz ..02/24V2006 08:03 FAX 2062488781 BUDGET RENT -A -CAR Phone: (206) 248 -8811 Fax (206) 248.8781 ax To: Bob Benedicto/ From Greg D. Harrison Fare (206) 43165 Data: February 14, 2006 Phone: Re: Permit # 04-402 — Lewis & Clark Site CC: Kevin Chinn — Chinn Construction ® Urgent D For Review D Please Comment 0 Please Reply 0 Please Recycle 'Comments: Bob, Please see the attached letter of understanding for the use of room 216 at the Lewis & Clark sate. Pages: 2 including coversheet 00 1 CENDANT Car Rental Group •02/14/2006 08:03 FAX 2062488781 AV I 45: CENDANT Car !rental Group February 14, 2006 Bob Benedicto City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Cenclant Car Rental — Permit #04 -402 15820 Tukwila International Blvd. Tukwila, WA 98188 Mr. Benedicto, Please accept this letter as our acknowledgement of the specific "use" of room 216 at the above referenced project. We fully understand the "use" of room 216 is for document storage and it is only to be used for this sole purpose. In the future, if we so choose to use the room for another specific use, we will submit all necessary plans to the City of Tukwila for approval. We look forward to moving into our new location in the City of Tukwila. Sincerely, Ce dant Car Rental Group Greg l Harrison City never BUDGET RENT -A -CAR Ij002 Cendant Car Rental Group, Inc. 15820 International Boulevard Tukwila, WA 98188 Tel: (206) 431-8800 Bud et 1 r•,'rJl: /:� z • z w 2 . 6 Jo U O N J =.- w0 2 g Q co = F w • Z I- 0 Z ~ U � O � .0 I•-. W = U : H 7 U o Z U O ~ z Copies Date No. Description 4- scfr Ai.( (34 ( Peosck 411¢/05 +A- 13d1t)!� /N i Cv s n++ e e po //' r 4 4(.1 (col i. - ) /Pt.✓1Jed. 4/14 -1 65 -lot- Qqact& of- - ut v eQx coss(.i. pyf4, Air • fhb 4 64 TRANSMITTED PC] [ J [xI [ J [ J [ ] Remarks: Copy to: Signed: O " l 4tit. Michael Aippersbach & Associates Planning & Development Services TRANSMITTAL Date: MDIU / To: I ON M( 5 /P 1PA Ha14' From: frt. Ai Prai" Project: ca t4 DA Nr Re: J(5a p SITI PLANS (RD DO4 4 02 THESE ARE TRANSMITTED AS CHECKED BELOW: For approval For your use As requested Returned for corrections For review and comment Other VIA [ ] US Mail [ ] Overnight: FedEx/UPS /Other [C] Pick u [ J Other COHHE�iION LTR #? CITY OF RECEIVED APR 18 2005 PERMIT CENTER dell/maa forms /correspondence.dsk:transmittal form PO Box 95429 - Seattle WA 98145 -2429 - (206) 523- 3764/Fax: (206) 524 -0337 a br) e•P ktaz z Z . '~ W O.?) O 0 w= CO u. W g u. Q I I— W Z = ZO uj O • N O 1— w W IL. z U N 1= 0 z Copies Coles Date No. Description o5rA - p0 nAg5 (marts (.1.(- 41.6 R-gIJt S-24-05 Date: To: From: A. 4 TPP42SipAd/ Project: CDAF4( TRANSMI'1"11D [ Vf For approval [ ] For your use [ ] As requested [ ] Returned for corrections [i/j For review and comment [ ] Other Remarks: Copy to: Signed: Michael Aippersbach & Associates Planning & Development Services _TRANSMITTAL Re: //S -t7 .SclrPP PCAMIS Oar- THESE ARE TRANSMITTED AS CHECKED BELOW: Dt4t(Pan! ifv o GA-Alb1YcA - PC- PPAL -1 POP CjAttligoitl f OF f30--CGCStdrkl . Pc -S* kt YOU aVIAST eNivatitaNcE I WOE ANY PP-6191-41 w?Tf P2Aig/N s CORRECTION LTR# PO Box 95429 - Seattle WA 98145 -2429 - (206) 523- 3764/Fax: (206) 524 -0337 RM)IDLts atv0V VIA [ ] US Mail C TUB [ ] Overnight: FedExTUPS /OtherAp ��A [ ] Pick up/D off R 18 2005 [ ] Other PEPMUT CENTER delVmaa forms /correspondence.dsk :transmittal form z W e: 2 JU U 0 N 0 • Lu Lu F � w w 0 Lt. = � z = WO lu U O N O H W O .• z U= z Michael Aippersbach From: To: Sent: Subject: Brandon - "Michael Aippersbach" <aipp @prodigy.net> "Brandon Miles" <bmiles @ci.tukwila.wa.us> Friday, April 15, 2005 2:39 PM Fw: CENDANT - FUEL TANK SCREENING I have (4) copies of a revised site plan that I received today (Friday) which I will deliver to your office on Monday morning (as you are not in the office today). I was under the impression - based upon your message below - that (1) the revised site plan and (2) waiting until after 5 PM on Monday (April 18) - end of the 21 -day appeal period - was all that we needed to have planning authorize the Permit Coordinator to release our TI permit (D04 -402). Imagine my surprise when I read your Planning Division Comments memo to Chandler Eason on Permit D04 -402 (dated April 14) which was included in the letter sent out by Stephania Spencer. It states that "In order to have the permit [D04 -402] approved the following revisions /corrections needs to be made." Under that statement is listed two items: (item 1) having a site plan that matches the site plan that was approved by the BAR and (item 2) comply with conditions number one, three, and four of the BAR Notice of Decision issued Mar 28, 2005." I am thoroughly confused now. Please help me out. Your e-mail message below makes no mention of satisfying Condition # sae for purposes of releasing the TI permit. It just so happens that we managed to complete the Deferral Agreement and get SeaTac's signature on it today (Friday) and you were e- mailed a pdf. file - a copy of the signed agreement. Your e-mail message below makes no mention of Condition # 3 - having a revised set of plans with the fuel tank screening - for purposes of releasing the TI permit. A set of plans showing proposed fuel tanks screening was delivered to your office (Friday, April 8), and a subsequent e -mail acknowledges your preliminary review of the proposed screening plans. But the e-mail message indicates you will be meeting with Steve Lancaster on Thursday morning (April 14) and will get back to me. I have not heard back. And lastly, your e-mail message below makes no mention of Condition # 4 - having a revised set of landscaping plans. A set of (8) copies of the revised landscaping plans was delivered to your office (Thursday, April 7). Haven't we satisfied this condition? And if not, why have we not been notified? I will be down at your office on Monday morning (April 18) delivering the revised site plans. Hopefully we can clarify while I'm there, what if anything more, is needed to authorize the release of the TI permits. cm, APR 18 2005 PERMIT CENTER CORRECTION Page 1 of 4 4/18/2005 z _- '~ w 6 o: _i O 00 N w = f- U) w w O u. co = F w Z Z 0 Z • w U O - w W u_ 0 .. z w U = 0 z Michael A. Original Message From: "Brandon Miles" <brniles @ci.tukwila.wa.us> To: <aipp @prodigy.net> Sent: Wednesday, April 13, 2005 12:59 PM Subject: Re: CENDANT - FUEL TANK SCREENING Michael, These are the following permits that are pending with the permit Center: The TI permits do not need to have landscaping plans attached. However, they do need to have the correct site plans. I don't want to have two different site plans that are stamped approved floating around the construction site. D04 -374 ADDING SITE PERIMETER CHAIN LINK FENCE (HIGH FEET HIGH - 8'), GUARDRAIL, GUARD BOOTH AND SITE SECURITY ITEMS. D04 -448 INSTALLATION OF GAS DISPENSING SYSTEM WITH ABO VE GROUND FUEL TANK (DISPENSERS, TANK, MONITORING SYSTEM AND ABOVE GROUND FUEL LINES) (SEE BUILDING CONSTRUCTION PERMIT FOR BUILDING AREA BREAKDOWN). Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 Page 2 of 4 D04 -402 TENANT IMPROVEMENTS TO ADMINISTRATION AND MAINTENANCE BUILDING TO INCLUDE INTERIOR DEMOLITION, NEW WALLS, DOORS, WINDOWS AND CEILINGS; NEW CONCRETE SLAB AND STRUCTURAL WORK. D04 -447 CONSTRUCTION OF FUEL ISLAND AND CAR WASH CANOPIES (6230 SQ FT) CAR WASH BUILDING (3771 SQ FT) (NEW EXTERIOR CMU WALLS, CONCRETE SLAB, ROOF, PREMANUFACTURED CANOPY, WALLS, DOORS, WINDOWS AND CEILINGS, ELECTRICAL, HVAC AND PLUMBING) AND TRASH ENCLOSURE (186 SQ FT) D05 -012 EXTERIOR MODIFICATIONS TO EXISTING ADMINISTRATION (22 SF FOR NEW PILASTERS) AND MAINTENANCE BUILDINGS (220 SF FLUID STORAGE BUILDING ADDITION [FEE'D UNDER T.I. PERMIT]), SITE IMPROVEMENTS AND LANDSCAPING. 4/18/2005 / if�1{»1wa�ya.tiY(Yf.'s�.ix'�i.Y fax (206) 431 -3665 bmiles(aci.tukwila.wa.us Brandon - Please advise. Thanks, Michael A. »> "Michael Aippersbach" <aipp @prodigy.net> 04/12/05 03:13PM »> Perhaps I am mistaken, but the only building permits I am aware of that have been submitted are the TI permits. Since the TI permits are for the interior of the existing structures do they really need to have updated site plans that reflect the BAR decision? And I don't recall that any TI permit applications were submitted with any landscaping plans. However, I did deliver to your office last week (8) copies of a revised landscaping plan to match the BAR's decision on the 28th. We will, of course, provide the updated site and landscaping plans for the building permits for the exterior changes, the QTA facility, and the fuel tank permit. Original Message From: "Brandon Miles" <bmiles n ci.tukwila.wa.us> To: <aipp @prodigy.net> Sent: Monday, April 11, 2005 3:45 PM Subject: Re: CENDANT - FUEL TANK SCREENING I will look at them on Tuesday and get back to you by the end of the day. The pending building permits do not reflect the BAR decision. For example the site maps that we took to BAR are not the same as what was submitted for building permits. Additionally, the art plans and landcaping plans are not correct. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles@ci.tukwila.wa.us »> "Michael Aippersbach" <aipp @prodigy.net> 04/08/05 03:50PM »> Page 3 of 4 4/18/2005 z z 1 Z • 6 J U 00 0 U W = J N V„ w 0 g Q co —0 w I- 0 Z F- W 2 • p •O 2 .1 oE- w w . u' O . ui z =. z Brandon - I dropped off a set of two drawings for the proposed fuel tank screening. Is it possible to get some comments from you on Monday (Apr 11) on the proposal so that I can get back to Chandler? Thanks! Quote: "One of the definitions of insanity is doing the same thing in the same way and expecting different results" - Anonymous Michael Aippersbach Michael Aippersbach & Associates PO Box 95429 Seattle WA 98145 -2429 (206) 523 -3764 (206) 524 -0337 Fax aipp@prodigy.net prodigy.net Notice: This message is intended solely for the use of the individual and entity to whom it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable state and federal laws. If you are not the addressee, or are not authorized to received for the intended addressee, you are hereby notified that you may not use, copy, distribute, or disclose to anyone this message or the information contained herein. If you have received this message in error, immediately advise the sender by reply email and destroy this message Page 4 of 4 April 14, 2005 Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy., #300 Burlingame, CA 94010 Dear Chandler: city of Tukwila RE: CORRECTION LETTER #2 Development Permit Application Number D04 -402 Cendant Car Rental Group, Inc. — Maintenance /Administration Building 15820 Tukwila International Boulevard Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the nail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, � GCl�rr Stefani Spencer Permit Technician encl xc: File No. D04 -402 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 ti DATE: CONTACT: RE: ADDRESS: city of Tukwila Department of Community Development April 11, 2005 CHANDLER EASON D04 -402 15820 TIB PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application that were submitted on November 5, 2004 and revised on March 3, 2005. Planning has provided the following comments on the project. In order to have the permit approved the following revisions /corrections needs to be made. 1. The site map submitted with D04 -402 does not match the site map that was approved by the BAR. Provide the same site map with this building permit application. 2. Comply with conditions number one, three, and four of the BAR Notice of Decision issued March 28, 2005. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z i w W U . U O • 0 O Ili J H N LL W O g Q co = w Z 1 ... 1- O Z I- W U O N O H w w I- r iii 00 i . U U = O ~ z February 25, 2005 Mr. Ken Nelsen Senior Plan Examiner Building Department City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Building Permit Plan Review — First Submittal Cendant Car Rental Group (D04 -402) Administration and Maintenance Building TI permit Dear Mr. Nelsen: This letter is written as requested to address the architectural issues noted in your attached memo dated 1/12/05. Our response to each item is in Italics following the text of your letter: Administration Building 1. Regardless of the existing Administration buildings insulated or un- insulated condition, the following improvement to it's envelope are required. A number of existing exterior glazed egress door are located where new offices and other rooms are to be constructed. Because of the H.V.A.C. needs to these new spaces, Energy Code complying glazed wall systems or conventionally insulated frame in -fill walls will be required to replace the glazed door openings. The rooms under consideration are; #223, #221, #220, #242, #241 and #240. (Consult with the Planning Division regarding any BAR considerations.) New storefront glass doors will be provided and installed at door marks 223, 221, 220, 242, 241 and 240 which will comply with item 4D of specification section "New R value at Maintenance (existing bowling alley) and Administration (theater concession) buildings" as noted on sheet Al2.1. See added note on sheet Al2.1. 2. On the plans the mechanical systems are noted as a deferred submittal. However, the Commissioning of H.V.A.C. equipment has become an integral part of a buildings occupancy per the Washington State Energy Code. As a result, the general note reference to the mechanical systems must be revised to include the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. A note has been added as follows: "Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be regyired-f R T n T ant's I's N Certificate of Occupancy." See sheet A0.2. LTR# ® 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL (650) 692 -991 1 FAX (650) 692 -0181 BLUNK DEMATTEI ASSOCIATES ARCHITECTS A1A CIT R OF TU Kw1t M AR 03 2uU5 PERMIT CENTER Mr. Ken Nelsen February 25, 2005 Page Two of Six z ��- z w QQ • � J O 0 J • = • w w 0 4. Revise the Reflective Ceiling plan A16.1 to identify areas throughout the building having g - emergency power of egress illumination required by I.B.C. Section 1006.3. The u. illumination layout should reflect the conceptual performance of the system per Section = d 1006.4. F- _ Z � • A note has been added as follows: "Emergency lighting will be provided as required by w o uj I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting 2 information and locations." See sheets A0.2, A6.1A, A6.18 and A16.1. n o o w ill U 5. Sheet A6.1 submitted with the Lighting Summary Energy Code Form attached to it, is not listed on the Sheet Index for the Maintenance Building plan set. Revise the Index as z necessary. o Sheet A6.1 is provided by the design -build electrical subcontractor for Chinn z Construction, general contractor for Cendant. This sheet will be added to the sheet index as shown on title sheet A0.1. 3. Conference room number 214 is provided with two egress doors as required for it's occupancy load of greater then 50 persons. However, door number 214 to the hallway must be revised to swing in the direction of egress per I.B.C. Section 1008.1.2. Additionally, the door must be recessed so as not to reduce half of the required egress width of the hallway, Section 1005.2. Conference room (214) door mark #214 is shown to swing in the direction of exit travel to Hall 203. See door swing and recess revisions on sheet Al2.1. Maintenance Building 6. The above noted sheet A6.1, numbers the rooms or spaces differently from other plan sheets in the set. Correct the room numbering on a revised sheet A6.1. The design -build electrical subcontractor has revised their plan accordingly as attached on their sheet A6.1. 7. A new fluid storage room or additional room to the existing fluid room is shown on the above subject sheet A6.1. Provide complete revisions to all applicable plan sheets detailing the additional fluid room or remove the room from sheet A6.1. The design -build electrical subcontractor has revised their plan accordingly as attached on their sheet A6.1. ���;a,. •;1. ��. nit,i'sxs,w n :xd ;t.r;e:�.+::t' �tii�..,:{{,+ o. �kyu(» �sFi. u. :wrk�u�r;':,wi..iir.M:r✓kaN;ufa +.:'s.:... °J,airiu'i..a�.. lLirx;: }��ds.4JdnSi. "tit'u.. Mr. Ken Nelsen February 25, 2005 Page Three of Six 8. As with the Administration Building, on the revised Reflective Ceiling plan sheet A6.1, identify areas throughout the building requiring emergency power of egress illumination required by I.B.C. Section 1006.3. The illumination layout should reflect the conceptual performance of the system per Section 1006.4. A note has been added as follows: "Emergency lighting will be provided as required by I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting information and locations." See sheets A0.2, A6.1A, A6.18 and A16.1. 9. A revised sheet A2.1A was received on December 16 2004. The revision included clouded information regarding the intent to grandfather the existing heated building for compliance with the Washington Energy Code. However, the installation of the two 20 foot long auto service doors, violates the envelope of the existing heated structure and intent of the Energy Code. As a result, this Department has determined the new S -1 occupancy area to be a Semi - Heated space as defined by W.S.E.C. Section 1310.2. Revise any applicable plan information and documentation to address the Semi Heated condition of the new S -1 space. A note has been added as follows: "Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M &D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings." See sheets A0.2, A6.1A and A6.18. 10. Related to the Semi - Heated considerations above, all new interior wall, doors and windows dividing the new office areas from the Semi - heated S -1 space must be insulated to the minimum requirements of the energy Code. Provide revised plans and details as necessary. A note has been added as follows: "Doors 105, 104, 113, 114, 103, 115, 139, 140 and 102 shall be insulated to the minimum requirements of an S -1 Occupancy for a semi - heated space, per Washington State Energy Code Section 1310.2." See sheets A0.2, A2.1 A and A2.18. z _I w re 6 0O Cl) 0 UJ J = IA -±a I- = W _ z F .. t- 0 Z ~ 0 0— 0 F- w w L I O Ll.I Z 0 z ':W�.�'... `fi+aiA1.�L'>;::.41:oi:r `:� ,vr'a' . ,+y2'.i•�:aN:::..1a:k'4i`.iT • Mr. Ken Nelsen February 25, 2005 Page Four of Six 11. Address the method of accommodating the minimum ventilation requirements for new S- 1 occupancy on the plans showing compliance to the Washington State Ventilation and Indoor Air Quality Code. A note has been added as follows: "Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M &D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings." See on sheets A0.2, A6.1A and A6.18. 12. Sheet A1.1 on the PROJECT DATA, the occupancy notes list an H -1 occupancy. It is assumes that was meant to be an H -2 or H -3 for the Fluids storage room, please revise. The "Project Data" for the Fluids storage building has been modified to state a "H -3" occupancy in place of the previous "H -1" occupancy. See revised "Project Data" on sheets A0.1 and A1.1. 13. As with the Administration Building, the plans the mechanical systems are noted as a deferred submittal. Again, the Commissioning of H.V.A.C. equipment has become an integral part of a buildings occupancy per the Washington State Energy Code. As a result, the general note reference to the mechanical systems must be revised to include the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. A note has been added as follows: "Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of Occupancy." See sheets A0.1, A2.1A, A2.18 and Al2.1. 14. A three -hour Fire Barrier wall has been shown between the maintenance "S -1" occupancy and the remaining office "B" occupancy for the Maintenance Building as is required by I.B.C. Section 302.2. However, the three -hour wall may be reduced to a two -hour wall by using sprinklers complying with Section 903.3.1.1. The reduction would also allow the opening protection of doors etc. to one and one half hour doors rather than three -hour. Clarify the desired wall rating on the plans, schedules and in applicable construction notes. The occupancy wall separating the "S-1" and "8" occupancies has been changed to be a two -hour fire barrier wall. See revisions on sheets A2.18, A2.3 and details 1/A2.1A and detail 3/A8.1. z z w w 6 J U U0 0 w= J F - . w J Nd = w z F- Z 0 Lo 0 O • 1: w W u. 0 w z U S o'' z Mr. Ken Nelsen February 25, 2005 Page Five of Six z z '. re 2 JU 00 U � w J CO u- w 2 16. Sheet A2.1A detail #1 (3 -Hr. wall Head), is applicable only to Fire Wall construction N found in I.B.C. Section 705. Section 706 would allow the required Fire Barrier to terminate at the roof deck, without the four foot fire protection running horizontal to each z x side of the wall. Revise the plans and also match with comments number 14 and 15 0 above. z �- w 2 o . U O ci = Both the Administration and Maintenance Buildings L I 0 w w 0 15. Regardless of a three -hour or two -hour Fire Barrier wall rating, the floor or supporting construction below the wall must be equal to the fire rating of the wall per I.B.C. Section 706.4. Detail the required fire rating of the supporting construction on the plans. The floor supporting the construction below the wall is a two -hour floor per IBC table 702.1(3) item 3 for lightweight concrete to match the required two -hour fire rating of this fire barrier. The existing floor is 5" thick concrete slab that exceeds the 3.6" thickness of the lightweight concrete slab in item 3 above. See added note on sheet A2.1A. Detail 1/A2.1A has been revised to show the two -hour fire barrier terminating at the roof deck per I.B.0 Section 706. See revised detail 1/A2.1 A and response to comments 14 and 15 above. 17. Even though the new light throughout the buildings will be another deferred submittal and under a separate permit, the switching of lighting controls will falls under the Building Department review. Specific reference to the lighting controls requirements from W.S.E.C. Section 1513 must be noted in the general notes and reflective ceiling plans. A note has been added as follows: "Lighting controls shall comply with W. S.E.C. Section 1513." See sheets A0.2, A6.1A, A6.1B and A16.1. 19. Some earlier submitted plans sheet are not of the same sheet size of the other sheets. All revised plans sheets must be of the same sheet dimensions. All sheets now submitted are of the same size: 24" x 36". z Mr. Ken Nelsen February 25, 2005 Page Six of Six We believe that this information and our attached revised drawings appropriately address all of the City of Tukwila's comments per your 1/12/05 memo. Please advise immediately if you require any additional information, modifications or clarifications to our permit response package. We look forward to completing this project with the City of Tukwila. Very truly yours, Chandler S. Eason Ill AIA Vice President cc: Karl Westerman, Cendant Michael Lancaster, SRO Michael Aippersbach Kevin Chinn, Chinn Construction Rick Wyble, CT Engineering End. Revised Architectural plans: delta 1 dated 2/25/05 z 1 w re 00 U) 0 . w I -i i- w � 2 g a i w Z � 1-0 Z F-- 2 • o O • I- W w I - U; O Z U 0 Z January 13, 2005 Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy #300 Burlingame, CA 94010 RE: CORRECTION LETTER #1 - Development Permit Application Number D04 -402 Cendant Car Rental Group, Inc. — Maintenance /Administration Building 15820 Tukwila International Blvd Dear Chandler: This letter is to inform you of corrections that must be addressed before your development permits) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Building and Planning Departments. At this time, the Public Works and Fire Departments have no comments. Building Department: Planning Department: Please address the attached comments in an itemized format with applicable revised plans. specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throutlh the mail or by a messenjzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl 1. SEPA must be completed prior to issuance of permit. Stefania Spencer Permit Technician xc: File No. D04 -402 City of Tukwila Department of Community Development Steve Lancaster, Director JAN 1 0 2005 Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Brandon Miles, at (206) 431 -3684, if you have questions regarding the following: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 y3 +iJi f..t: Sn?.' �i.. L. ta' 1Jabii[ 4t iv�a` v��J�s: L' L: ilCwt.' LL:G'adS'iLuitw�LSvIT%Y:.u:(CAwi Building Division Review Memo Date: Jan 12, 2004 Project Name: Cendant Car Rental permit application Application #: D04 -402 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Sr. Plan Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. • Page 1 Administration Building Regardless of the existing Administration buildings insulated or un- insulated condition, the following improvement to it's envelope are required. A number of existing exterior glazed egress door are located where new offices and other rooms are to be constructed. Because of the H.V.A.C. needs to these new spaces, Energy Code complying glazed wall systems or conventionally insulated frame in-fill walls will be required to replace the glazed door openings. The rooms under consideration are; #223, #221, #220, #242, #241 and #240. (Consult with the Planning Division regarding any BAR considerations.) On the plans the mechanical systems are noted as a deferred submittal. However, the Commissioning of H.V.A.C. equipment has become an integral part of a buildings occupancy per the Washington State Energy Code. As a result, ,. the general note reference to the mechanical systems must be revised to include./t) the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. Conference room number 214 is provided with two egress doors as required for it's occupancy load of greater then 50 persons. However, door number 214 to the hallway must be revised to swing in the direction of egress per I.B.C. Section 1008.1.2. Additionally, the door must be recessed so as not to reduce half of the required egress width of the hallway, Section 1005.2. Revise the Reflective Ceiling plan A16.1 to identify areas throughout the building having emergency power of egress illumination required by I.B.C. Section 1006.3._ t0: The illumination layout should reflect the conceptual performance of the system per Section 1006.4. z i- re w QQ J U 00 0 U • LLI J U) LL, w • ¢ co Y d w z = I- 0 z r LL/ La U � o I- w W � U IL- ..z w o '' z Cendant Car Rental Page 2 of 3 Maintenance Building , y z / z 5. Sheet A6.1 submitted with the Lighting Summary Energy Code Form attached to w it, is not listed on the Sheet Index for the Maintenance Building plan set. Revise / . 6 D the Index as necessary. % f � o c o w 6. The above noted sheet A6.1, numbers the rooms or spaces differently from other' -I '- plan sheets in the set. Correct the room numbering on a revised sheet A6.1. k, co w , w 7 A new fluid storage room or additional room to the existing fluid room is shown on . ga 5 the above subject sheet A6.1. Provide complete revisions to all applicable plan `: cn c sheets detailing the additional fluid room or remove the room from sheet A6.1. I w z� 8. As with the Administration Building, on the revised Reflective Ceiling plan sheet F. o A6.1, identify areas throughout the building requiring emergency power of egress W w illumination required by I.B.C. Section 1006.3. The illumination layout should \(. AV M o reflect the conceptual performance of the system per Section 1006.4. o w OH 9. A revised sheet A2.1 A was received on December 16' 2004. The revision = 0 included clouded information regarding the intent to grandfather the existing LL o heated building for compliance with the Washington Energy Code. However, the w z installation of the two 20 foot long auto service doors, violates the envelope of the U N existing heated structure and intent of the Energy Code. As a result, this �C L o F- Department has determined the new S -1 occupancy area to be a Semi - Heated z space as defined in W.S.E.C. Section 1310.2. Revise any applicable plan information and documentation to address the Semi Heated condition of the new S -1 space. 10. Related to the Semi - Heated considerations above, all new interior wall, doors and windows dividing the new office areas from the Semi - heated S -1 space must be insulated to the minimum requirements of the energy Code. Provide revised plans and details as necessary. 11. Address the method of accommodating the minimum ventilation requirements for new S -1 occupancy on the plans showing compliance to the Washington State Ventilation and Indoor Air Quality Code. 12. Sheet A1.1 on the PROJECT DATA, the occupancy notes list an H -1 occupancy. , It is assumes that was meant to be an H -2 or H -3 for the Fluids storage room, please revise. • Page 2 Cendant Car Rental Page 3 of 3 13. As with the Administration Building, the plans the mechanical systems are noted as a deferred submittal. Again, the Commissioning of H.V.A.C. equipment has become an integral part of a buildings occupancy per the Washington State Energy Code. As a result, the general note reference to the mechanical systems �` must be revised to include the System Commissioning requirements of W.S.E.C. 1 , V' Section 1415.4, specifically as required for the Certificate of Occupancy. 14. A three -hour Fire Barrier wall has been shown between the maintenance "S -1" occupancy and the remaining office "B" occupancy for the Maintenance Building as is required by I.B.C. Section 302.2. However, the three -hour wall may be reduced to a two -hour wall by using sprinklers complying with Section 903.3.1.1. The reduction would also allow the opening protection of doors etc. to one and one half hour doors rather then three -hour. Clarify the desired wall rating on the plans, schedules and in applicable construction notes. 15. Regardless of a three -hour or two -hour Fire Barrier wall rating, the floor or supporting construction below the wall must be equal to the fire rating of the wall per I.B.C. Section 706.4. Detail the required fire rating of the supporting construction on the plans. 16. Sheet A2.1A detail #1 (3 -Hr. wall Head), is applicable only to Fire Wall construction found in I.B.C. Section 705. Section 706 would allow the required Fire Barrier to terminate at the roof deck , without the four foot fire protection running horizontal to each side of the wall. Revise the plans and also match with comments number 14 and 15 above. • Page 3 Both the Administration and Maintenance buildings 17. Even though the new light throughout the buildings will be another deferred submittal and under a separate permit, the switching of lighting controls will falls under the Building Department review. Specific reference to the lighting controls requirements from W.S.E.C. Section 1513 must be noted in the general notes and reflective ceiling plans. 19. Some earlier submitted plans sheet are not of the same sheet size of the other sheets. All revised plans sheets must be of the same sheet dimensions. No further comments at this time. LeAlw • Reid iddleton February 9, 2005 File No. 262004.005/01202 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Cendant Car Rental Group (D04 -402) Dear Mr. Burnell: RECEIVED FEB 0 9 2005 D EVE L OPM E N T We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: A0.1, Al2.1, S1.0, and S3.0. A portion of the structural design has been deferred by the structural engineer for submittal to the city of Tukwila after issuance of the initial building permit, per IBC Section 106.3.4.2. The following deferred submittal is identified: 1. Design drawings for fiber - reinforced - polymer composite systems. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by Geomatrix, dated October 29, 2004. See IBC Sections 1704.7 and 1802. 1. Site excavation and grading. 2. Verification of soil - bearing capacity. 3. Placement of structural fill and soil compaction. 4. Placement and compaction of foundation and retaining wall backfill. Structural special inspection by qualified special inspectors should be provided, per Washington IBC Sections 1704 and 1707. The following is a summary of the structural special Oregon inspections: Alaska 1. Concrete construction: Continuous, see also Section 1704.4. 2. Reinforcement at concrete construction: Periodic, see also Section 1704.4. 3. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13. 4. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2. 5. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. 6. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. 'bo Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 z re 4 JU w 0 J = CD IL. w 0 2 gQ u) d 1-- Z = ZO LU • W U D O N o I— W W 0 w z O I— z Mr. Bob Benedicto, Building Official City of Tukwila February 9, 2005 File No. 262004.005/01202 Page 2 7. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. 8. High- strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. 9. High- strength bolting of structural steel, slip - critical: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. We made the following "red- lined" revisions to the drawings per the direction of the structural engineer: 1. Sheet S 1.0. Specify "ultimate" at values for passive pressure and coefficient of friction, as shown. Enclosed are one complete set of the revised structural drawings (bound with the originally submitted architectural drawings) and an additional set of the revised structural sheets. Also enclosed are the structural calculations, geotechnical report, and correspondence from the architect, geotechnical engineer and structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Phili . V razil, P.E., S.E. Senio Engineer Enclosures cc: Chandler Eason, Blunk Demattei Charles Griffes, CT Engineering v1f\ 26\ planrevw \tukwila \04 \t012r2.doc \prb Reid iddleton 1Z mo w. JU 0 O N w= W O • u_ Q = Z1.- • F- O Z E- 0� O N 0 t- = U' u. O W Z U N. 0 Z Reid iddleton January 10, 2005 File No. 262004.005/01201 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Cendant Car Rental Group (D04 -402) Dear Mr. Benedicto: oz -mu Lo p mF T We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. General 1. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the architect and the geotechnical and structural engineers respond and resubmit two sets of the revised drawings and one copy of the supplemental structural calculations. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by Geomatrix, dated October 29, 2004. See IBC Sections 1704.7 and 1802. a. Site excavation and grading. b. Verification of soil - bearing capacity. c. Placement of structural fill and soil compaction. d. Placement and compaction of foundation and retaining wall backfill. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741-3900 1 z , w -J UO w= J N O ILL w � g J. u_¢ w d . = W t^ _ Z ,- 1— O z r'- w U � O P- o 1-- tu 0 O ii z U =, z t.bkLai.Lke:ayu:r.iwyD, «:n iivSi .Eif�+'ar,^`ea++r +�ii..:.;:.k� =tit`s Mr. Bob Benedicto, Building Official City of Tukwila January 10, 2005 File No. 262004.005/01201 Page 2 2. Recommendations for coefficient of sliding resistance and passive earth pressure resistance are made on page 10 of the report. What is not clear is whether a factor of safety should be applied to these values when they are used to resist design loads. Retention structures are required to be designed a safety factor of 1.5 against lateral sliding and overturning. The geotechnical should submit a letter specifying whether a factor of safety is included in the recommended values. See IBC Section 1806.1. Architectural 1. Portions of the structural design are deferred by the structural engineer for submittal to the city of Tukwila after issuance of the initial building permit, per IBC Section 106.3.4.2. The following deferred submittal is identified: Structural General a. Design drawings for the fiber - reinforced- polymer composite systems. 2. The scope of the project is not clear. It appears to be limited to the administration building as indicated on the site plan, Sheet A1.1, and by the lack of structural drawings for the maintenance building (i.e., Sheets 52.2 and S2.3). Additional architectural drawings were submitted, however, that proposed alterations to the maintenance building including the construction of masonry shear walls. Though Sheets S2.2 and S2.3 for the foundation and roof of the maintenance building, respectively, are missing from the structural drawings, Sheet S3.2 for proposed concrete (not masonry) shear walls at the south elevation of the maintenance building is included. Please comment. 1. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: a. Concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13. d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2. Reid iddleton Mr. Bob Benedicto, Building Officia: City of Tukwila January 10, 2005 File No. 262004.005/01201 Page 3 e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. g. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. h. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. i. High - strength bolting of structural steel, slip - critical: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. 2. The data for roof load in the section of the structural notes on design loads, Sheet S1.0, should be revised by also specifying the snow load importance factor .and whether the quantity 25 psf is the flat -roof snow load. See Section 1603.1.3. 3. The data for wind load in the section of the structural notes on design loads, Sheet S1.0, should be revised by also specifying the wind load importance factor. See Section 1603.1.4. 4. The seismic criteria in the section of the structural notes on design loads, Sheet S 1.0, should be revised by also specifying the earthquake load importance factor, seismic use group, design spectral response accelerations (Sps and Spy), seismic design category, basic seismic - force- resisting system, design base shear, seismic response coefficient and seismic analysis procedure. See Section 1603.1.5. 5. The mapped maximum spectral response accelerations (Ss and Si) specified in the section of the structural notes on design loads, Sheet S1.0, are not in agreement with those recommended by the geotechnical engineer. Values of 1.23 for Ss and 0.42 for S I are specified on Sheet S1.0, but values of 1.36 for Ss and 0.47 for Si are recommended on page 9 of the geotechnical report. Based on the data available to us, it appears that the values recommended in the geotechnical report are the ones that apply to the construction site. Substantiating data should be submitted to verify the lower values specified in the structural notes. 6. A note should be added to the section of the structural notes on reinforced concrete strengthening with fiber- reinforced polymer (FRP) concrete, Sheet S0.1, specifying that the special inspection shall also be in accordance with ICC -ES AC -178 on the inspection and verification of concrete and reinforced and unreinforced masonry strengthening using FRP composite systems. For example, Section 2.7 of ICC -ES ER -5282 for concrete and masonry strengthening using the Tyfo Fibrwrap FRP composite system specifies compliance with AC -178. See www.icc- es.org for further information. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila January 10, 2005 File No. 262004.005/01201 Page 4 7. A note should be added to the section of the structural notes on structural steel, Sheet S1.0, specifying the connection type(s) of the high - strength bolts (i.e., snug - tightened, pretensioned or slip- critical). See IBC Section 2204.2 and Section A7 of the AISC Specification (AISC -LRFD or AISC -ASD). 8. A note should be added to the section of the structural notes on structural steel, Sheet S1.0, specifying that the high - strength bolts at the seismic - force - resisting system of the building (i.e., Section 3/S3.0) shall be pretensioned and their faying surfaces shall be prepared as required for slip - critical connections (Class A, la > 0.33). See IBC Section 2205.2.2 and Section 7.2 of the AISC seismic provisions (AISC 341 -02). See also Section 5.4.1 of the 2000 RCSC Specification for Structural Joints. Foundation 9. No comments. Vertical 10. No comments. Lateral 11. The spacing of the transverse reinforcement at the boundary elements of the shear wall on Sheet S3.0 should be specified for review. 12. The design of the concrete shear wall on Sheet S3.1 is not clear. The horizontal reinforcement is specified with a standard hook at each end in the boundary zone. Boundary zone reinforcement, however, is not specified. Please comment. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila January 10, 2005 File No. 262004.005/01201 Page 5 If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Philip razil, P.E., S.E. Senior Engineer cc: Chandler Eason, Blunk Demattei Charles Griffes, CT Engineering ti j\26 \planrevw \tukwil a \04 \t012r 1.doc \prb Reid iddleton ��tuv�r�:ru :etw t January 27, 2004 Mr. Philip Brazil Senior Engineer Reid Middleton 728 134' Street SW, Suite 200 Everett, WA 98204 Re: Building Permit Plan Review — First Submittal Cendant Car Rental Group (004 -402) Administration and Maintenance Building TI permit Dear Mr. Brazil: General: Geotechnical R E. + fl V FEB 0 9 2005 DEVELOPMENT BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA This letter is written as requested to address the plan check issues noted in your attached letter dated 1/10/05; numbers follows your letter: 1. Responses to the review comments are addressed in this letter and attached CT Engineering 1/24/05 letter and Geomatrix 1/27/05 letter. Two copies of revised architectural cover page, sheet A0.1, and revised administration floor plan, sheet Al2.1; revised structural drawings and additional structural calculations noted in CT Engineer's letter are attached. Please note that additional revised architectural drawings will be submitted at a later date in response to Tukwila's architectural plan check review memo dated 1/12/05. 1. Geomatrix, the Geotechnical engineer of record, will provide geological inspections. A note has been added to our title sheet for an added section "Special Inspections Required." This note states: "1. Special inspection by Geomatrix, Geotechnical Engineer of Record, shall be provided per I.B.C. Sections 1704.7 and 1802 for the following construction items: a. Site excavation and grading b. Verification of soil- bearing capacity c. Placement of structural fill and soil compaction d. Placement and compaction of foundation and retaining wall backfill" See note on attached sheet A0.1 with delta 2 dated 1/26/05. 2. See attached 1/27/05 letter by Geomatrix for their recommendation of a coefficient of sliding friction. ▪ 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL (650) 692 -991 1 FAX (650) 692 -0181 ga ( -I C� C )s C i � • 0 . .... . .. ..u...! a, -:4..' ' l.. r.. a: ra.', 1' t". �L ':;ic.,i!`- :ka.�th�tiiiSv.V..6x} " k i •Y�..t!' sK '^ " 6'.d+t:a+..e r a�+"^i°e'r7L.. � iC r".r't '^Y:r ».. E.iie'r:+H(c'tY .. _ _--�^¢? ... .. , ... Gdlt: w tY 2 Uo c o co w J F � w o ga - u a cn z a 1.w Z = 1- O w ~ II U � o P- O I— w • w I--- `—` o w z U= O /- z Mr. Philip Brazil January 27, 2005 Page Two of Three Architectural 1. The noted deferred structural submittal for design drawings for the structural fiber - reinforced- polymer composite system will be added to our list of "Deferred Submittals" found on our sheet A0.1. This note states: 2. Shear walls have been revised to note that the shear walls are concrete per the structural plans. See attached sheet Al2.1 delta 2 dated 1/26/05. Structural "6. Design - drawings for the fiber- reinforced - polymer composite systems. See structural drawings for system location and specification" See attached sheet A0.1 with delta 2 dated 1/26/05. Please note that the TI drawings for the administration building and the maintenance building were split into two separate permit packages: one for the administration building and one for the maintenance building. 1. A note has been added to our title sheet for "Special Inspections Required" by qualified special inspectors. This note states: "2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items a. Concrete construction: Continuous, see also section 1704.4 b. Reinforcement at concrete construction: Periodic, see also section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also section 1704.13 d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also section 1704.5.2 e. Grout placement at masonry construction: Continuous, see also section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also section 1704.3. g. Structural welding of structural steel for single pass fillet welds < 5/16 inch and floor /roof deck welds: Periodic, see also section 1704.3 z w 00 N 0 (0 ILI J H w • 0 g ? _ =W ►- _ Zo U.1 ui U � O - O H wW • U U. O L Z 0 z Mr. Philip Brazil January 27, 2005 Page Two of Three h. High- strength bolting of structural steel other than slip - critical: Continuous, see also I.B.C. section 1704.3 i. High- strength bolting of structural steel, slip - critical: Continuous, see also I.B.C. section 1704.3, section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD) and RCSC section 9.3." 2 -12. Please see CT Engineering's letter and plans dated 1/24/05 as attached for the balance of the structural comments. We believe that this information and the attached letters, revised drawings and additional structural calculations appropriately address all of the plan check comments in your letter. Please advise immediately if you require any additional information, modifications or clarifications to our letters or drawings for release of this permit application. We look forward to completing this project with the City of Tukwila. Very truly ours, Chandler S. Eason III AIA Vice President cc: Karl Westerman, Cendant Bob Benedicto, Tukwila Building Department Michael Lancaster, SRO Michael Aippersbach Rick Wyble, CT Engineering Kevin Chinn, Chinn Construction .'v.+: 1 +.'}}'l t'wJ.:r �. �t rL.:i;;f,:�f w.:.::.i:.t:.•c.c. �:i..�.t''F.��... t,;ir.r� ).w:aY::s. %'..: +f��iir.:' \": WiM`A�tit7:'rt:H.i.3Mi. x� January 24, 2005 c/o Reid Middleton, Inc. 728 134 Street SW Suite 200 Everett, WA 98204 Dear Mr. Benedicto: Architectural Structural Structural Engineers PLLC Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review Reid Middleton Letter Dated January 10, 2005 Cendant Car Rental Group (D04 -402) REC EWED FEB 0 9 2005 COMMUNi IY DEVELOPMENT We have reviewed the plan review comments prepared by Reid Middleton in their letter of January 10, 2005, and have prepared the following itemized responses to those items that pertain to the structural portions of this work. Please refer to their letter, in that we are including only our responses. Item 2. - Structural drawings S2.2 and S2.3 for the maintenance area are included with this set. In terms of lateral resistance, no stiffness changes are proposed to the LFRS for the rigid concrete roof diaphragm over the north portion of the maintenance area. The large columns are being wrapped with fiberglass for increased ductility, but no new masonry shear walls are being introduced for the rigid diaphragm. On the south side of the building we have added concrete shear walls to account for the marginally reinforced masonry walls that brace a portion of the flexible wood roof diaphragm. Items 2 through 8 - The referenced notes have been added to drawing S1.0. With respect to the comment on Item 5, the correct values for spectral accelerations were used in the analysis, the corrected 2003 IBC SEISMIC overview sheet is included in the supplemental structural calculations. The shear values used in the concrete shear wall analysis are correct using the spectral values furnished by the geotechnical engineer. The notes have been revised to include the correct values. bo'4 402 180 Nickerson St. Suite 302 Seattle, WA 98109 (206)285 -4512 Fax: 285 -0618 z Q i Z QQ � _1 C..) O 0 tO W I-- N LL W 0 ga • -I u. co a I -- _ z � 1— 0 z I- w U O O D- O I-- w W IL 8 .. z w 0 z :A Bob Benedicto January 24, 2005 Page Two Lateral Item 11 — Sheet S3.0 has been revised to include the correct spacing dimensions of transverse reinforcing. Item 12 — Walls 20 and 21 were replaced with a single Wall 22 receiving 40 k of load. The wall does not require boundary zone reinforcing. Please refer to the original calculations for Wall 22. Please contact me if you have any questions with regard to this letter reaponse. Sincerely Richard Wyble PE, SE i+•'�:i:«�:i�;':tlW: t �. ,.e t;. c �i ..i...F, .: 6a; e��,rb4.tri r .�, itw.vw �. 4.... tw,! f6Y' w•". 4; v.;f.ia�xtfi<t�fauSprv�w� +:�1:5 UJ./L I/ VJ P.10 Webster. Strut 2th Floor Oakland, CA 24612 I510) 683-410C1 • FAX t510) SS3 -41 4 1 January 27, 2005 Project 9903.001 Mr. Karl Wcstermann Cendant Car Rental Group, Inc. P.O. Box 612707 Dallas, TX 75261 Dear Mr. Westerman: Sincerely yours, GEOMATRIX CONSULTANTS, 1 nlj l l • I.. 4. 11.1 JJ.V UVJ 'f J. J. Ryan A. Freeborn, P.E. Project Engineer Washington C.E. No. 41102 Geomatrix Consultants, Inc. Er.ginFers, Geo'cgis s, and Environmental Scient'ts ;s 1. :\ Mx;_ Safe \9000'9903.001'CommcntRapor_.e l - 27.O5.dnc VLV:IL'. .L• v:i4lLt1.1% RF•C'. FEB 0 9 2005 CON)trioNi I DEVELOPMENT z i w QQ • � J U O 0 W 0 CO al J (0 w w 0 g Geomatrix Consultants, Inc. (Geomatrix) has reviewed the letter dated January 10, 2005, prepared co 0 by Reid Middleton, Inc. (RMI), containing their comments on the first Building Permit Plan I w Review submittal. The following are our responses to the comments in the geotechnical section of z RMI's letter: zI— w • w U D O — O I— w 'Li I R ui - Z O (1) H= O I-- Subject: Response to Review Comments on Geomatrix Geotechnical Study Report Former Lewis and Clark Theatre Site, 15820 International Boulevard Tukwila, Washington Comment 1: It is our understanding that Geomatrix will be retained to provide Geotechnical Engineer of Record during construction continue to observe and test the geotechnical aspects of construction and will present our observations in a letter report at the conclusion of foundation and earthwork construction activities. Comment 2: On Page 10 of our Geotechnical Study Report (dated October 29, 2004), we recommend a coefficient of sliding resistance (friction coefficient) of 0.35. In addition, we recommend an equivalent fluid pressure of 400 pounds per cubic foot (pct) be used to calculate passive resistance. These values for the friction coefficient and equivalent fluid pressure correspond to peak (ultimate) values (i.e., factor of safety equal to 1.0). Please contact either of the undersigned if you have any questions regarding the contents of this letter, further questions about our report, or if we can be of further service. cc: Ms. Rose Pelino, P.E., Cendant Car Rental Group, Inc. Mr. Chandler S. Eason Ill, AIA, Blunk Demattei Associates Mr. Rick Wyble, CT Engineering PLLC Mr. Philip Brazil, P.E., Reid Middleton, Inc., via FAX: 425 -741 -3900 ( Josep C. de Larios, P.E. Seni Engineer sows 6 Z 40c75 California G.E. No. 2349 GEOMATAIX DoLl-q o U UL z January 13, 2005 Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy #300 Burlingame, CA 94010 City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 - Development Permit Application Number D04 -402 Cendant Car Rental Group, Inc. — Maintenance /Administration Building 15820 Tukwila International Blvd Dear Chandler: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time, the Public Works and Fire Departments have no comments. Building Department: Planning Department: Sincerely, encl Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Brandon Miles, at (206) 431 -3684, if you have questions regarding the following: 1. SEPA must be completed prior to issuance of permit. Steven M. Mullet, Mayor Steve Lancaster, Director Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. k eel, Stefania Spencer Permit Technician xc: File No. D04 -402 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z iI- Building Division Review Memo QQ z J o 00 J = w 2 LLQ cn I � Z = r-o Administration Building w w 1 Regardless of the existing Administration buildings insulated or un- insulated 0 N c the following improvement to it's envelope are required. A number of o existing exterior glazed egress door are located where new offices and other _ ui rooms are to be constructed. Because of the H.V.A.C. needs to these new . spaces, Energy Code complying glazed wall systems or conventionally insulated o frame in -fill walls will be required to replace the glazed door openings. The rooms co under consideration are; #223, #221, #220, #242, #241 and #240. (Consult with o the Planning Division regarding any BAR considerations.) Date: Jan 12, 2004 Project Name: Cendant Car Rental permit application Application #: D04 -402 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 2. On the plans the mechanical systems are noted as a deferred submittal. However, the Commissioning of H.V.A.C. equipment has become an integral part of a buildings occupancy per the Washington State Energy Code. As a result, the general note reference to the mechanical systems must be revised to include the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. 3. Conference room number 214 is provided with two egress doors as required for it's occupancy load of greater then 50 persons. However, door number 214 to the hallway must be revised to swing in the direction of egress per I.B.C. Section 1008.1.2. Additionally, the door must be recessed so as not to reduce half of the required egress width of the hallway, Section 1005.2. 4. Revise the Reflective Ceiling plan A16.1 to identify areas throughout the building having emergency power of egress illumination required by I.B.C. Section 1006.3. The illumination layout should reflect the conceptual performance of the system per Section 1006.4. • Page 1 Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Cendant Car Rental Page 2 of 3 5. Sheet A6.1 submitted with the Lighting Summary Energy Code Form attached to it, is not listed on the Sheet Index for the Maintenance Building plan set. Revise the Index as necessary. 6. The above noted sheet A6.1, numbers the rooms or spaces differently from other plan sheets in the set. Correct the room numbering on a revised sheet A6.1. 7 A new fluid storage room or additional room to the existing fluid room is shown on the above subject sheet A6.1. Provide complete revisions to all applicable plan sheets detailing the additional fluid room or remove the room from sheet A6.1. 8. As with the Administration Building, on the revised Reflective Ceiling plan sheet A6.1, identify areas throughout the building requiring emergency power of egress illumination required by I.B.C. Section 1006.3. The illumination layout should reflect the conceptual performance of the system per Section 1006.4. 9. A revised sheet A2.1A was received on December 16' 2004. The revision included clouded information regarding the intent to grandfather the existing heated building for compliance with the Washington Energy Code. However, the installation of the two 20 foot long auto service doors, violates the envelope of the existing heated structure and intent of the Energy Code. As a result, this Department has determined the new S -1 occupancy area to be a Semi - Heated space as defined in W.S.E.C. Section 1310.2. Revise any applicable plan information and documentation to address the Semi Heated condition of the new S -1 space. 10. Related to the Semi - Heated considerations above, all new interior wall, doors and windows dividing the new office areas from the Semi - heated S -1 space must be insulated to the minimum requirements of the energy Code. Provide revised plans and details as necessary. 11. Address the method of accommodating the minimum ventilation requirements for new S -1 occupancy on the plans showing compliance to the Washington State Ventilation and Indoor Air Quality Code. 12. Sheet A1.1 on the PROJECT DATA, the occupancy notes list an H -1 occupancy. It is assumes that was meant to be an H -2 or H -3 for the Fluids storage room, please revise. • Page 2 Maintenance Building Cendant Car Rental Page 3 of 3 13. As with the Administration Building, the plans the mechanical systems are noted , as a deferred submittal. Again, the Commissioning of H.V.A.C. equipment has z become an integral part of a buildings occupancy per the Washington State = Energy Code. As a result, the general note reference to the mechanical systems 'it w must be revised to include the System Commissioning requirements of W.S.E.C. D Section 1415.4, specifically as required for the Certificate of Occupancy. o o U) o 14. A three -hour Fire Barrier wall has been shown between the maintenance "S -1" w I LLJ occupancy and the remaining office "B" occupancy for the Maintenance Building n LL as is required by I.B.C. Section 302.2. However, the three -hour wall may be w o reduced to a two -hour wall by using sprinklers complying with Section 903.3.1.1. The reduction would also allow the opening protection of doors etc. to one and a one half hour doors rather then three -hour. Clarify the desired wall rating on the z d plans, schedules and in applicable construction notes. f- _ z 15. Regardless of a three -hour or two -hour Fire Barrier wall rating, the floor or w o o supporting construction below the wall must be equal to the fire rating of the wall ? o per I.B.C. Section 706.4. Detail the required fire rating of the supporting o N construction on the plans. o w 16. Sheet A2.1A detail #1 (3 -Hr. wall Head), is applicable only to Fire Wall construction found in I.B.C. Section 705. Section 706 would allow the required u. o Fire Barrier to terminate at the roof deck , without the four foot fire protection running horizontal to each side of the wall. Revise the plans and also match with i comments number 14 and 15 above. 17. Even though the new light throughout the buildings will be another deferred submittal and under a separate permit, the switching of lighting controls will falls under the Building Department review. Specific reference to the lighting controls requirements from W.S.E.C. Section 1513 must be noted in the general notes and reflective ceiling plans. 19. Some earlier submitted plans sheet are not of the same sheet size of the other sheets. All revised plans sheets must be of the same sheet dimensions. No further comments at this time. • Page 3 Both the Administration and Maintenance buildings TO: KARL COMPANY: PHONE NUMBER: FAX NUMBER 972 - 453 -5103 RE: MSDS SHEETS CENDANT Car Rental Group FROM: NICOLE SHERNOFF DATE: 5/18 SENDER'S PHONE 9734964486 SENDER'S FAX 973 -496 -3354 TOTAL NO. OF PAGES INCLUDING COVER ❑ URGENT 0 FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY 0 PLEASE RECYCLE Karl, In this fax will be MSDS sheets for fuel, motor oil, antifreeze, and a few chemical supplies; shops buy in bulk. Review them and feel free to call with any questions. Regards, Nicole Shemoff This facsimile contains CONFIDENTIAL INFORMATION, which may also be LEGALLY PRIVILEGED and which is intended only for the use of the individual or entity named above. lithe reader of the facsimile is not the intended recipient, you are hereby on notice that you are in possession of confidential and privileged information. Any dissemination, distribution or copying of this facsimile is strictly prohibited AWS INCOMPLETE Fd* BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA RECEIVED (:IrY OF ri!KWH A - a , 3 li PERMIT CENTER I.MIY...�fR?M `fMRfL1!MRJ i:l I •VV 1 I kJ DLI . l:'• e. 1. i' A:: L:% i " u��,:-.:. i�. :.+l...e..:..wi.'i�i.�..iC::'4i �..nw.. vr.•=np%J. 1.■V I MZ CJl AN ILPORTANT FAX FROM SC FUELS /SOUTHERN COUNTIES OIL CO. 5310 Qudilridge Drive, Camarillo, CA 93012 (805)389-3550 FAX (805)389 -3554 TO: Crenaarrt A1TN: ► CAC. FAX: .4.% 3 NOTE: DATE: 51n_/04 FROM: KAREN KOEP # of Pages - including cover sheet 1 U , ..r a • two . I SECTION 1 ULTRAMAR, INC. SAFETY AND LOSS CONTROL DEPARTMENT 24 -HOUR EMERGENCY TELEPHONE NUMBER I SECTION 2 COMPONENT : PERCENTAGE: OTHER CONTAMINANTS: NONE MATERIAL SAFETY DATA SHEET ...1vu4J vr41• 1.11 .. 6.t.1.I CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SUBSTANCE: GASOLINE, AUTOMOTIVE, UNLEADED (CONVENTIONAL AND RFG) TRADE NAMES /SYNONYMS: UNLEADED GASOLINE; PREMIUM UNLEADED GASOLINE; PETROL; MOTOR SPIRITS; BENZIN; GASOLINE; "A" GRADE GASOLINE (NCRA); "N" GRADE GASOLINE (NCRA); BEACON UNLEADED; ULTRAMAR UNLEADED PLUS; BEACON PREMIUM UNLEADED; ULTRAMAR ULTRA SUPREME; UN 1203; STCC 4908178; ULT10340 CHEMICAL FAMILY: Petroleum hydrocarbon CREATION DATE: 03/0B/90 REVISION DATE: 01/05/95 COMPOSITION, INFORMATION ON INGREDIENTS GASOLINE, AUTOMOTIVE, 100 MAY CONTAIN: BENZENE b.0.1% CAS NUMBER: 71 -43 -2 UNLEADED I SECTION 3 HAZARDS IDENTIFICATION 1 401 I •VUJ f 'WI 1 1 1.4w— tag. ULT10340 Page 001 of 013 P.O. BOX 93102 LONG BEACH, CALIFORNIA 90809 -3102 (310) 491 -6795 OR (310) 435 -5832 CAS NUMBER: 8006 -61 -9 RTECS NUMBER: LX3373000 CERCLA RATINGS (SCALE 0 -3): HEALTH =3 FIRE =3 REACTIVITY =0 PERSISTENCE =1 NFPA RATINGS (SCALE 0 - 4): HEALTH =1 FIRE =3 REACTIVITY -0 EMERGENCY OVERVIEW: Clear colorless to amber, aromatic, volatile liquid Cancer hazard (contains material which can cause cancer in humans). Risk of cancer depends on duration and level of exposure. Causes respiratory tract, skin and eye irritation. May cause blood disorders. May affect the central nervous system. Flammable liquid and vapor. May cause flash fire. Do not breathe vapor or mist. Do not get in eyes, on skin, or on clothing. Keep away from all ignition sources. Keep container tightly closed. Wash thoroughly after handling. Use only with adequate ventilation. Handle with caution. POTENTIAL HEALTH EFFECTS: INHALATION: SHORT TERM EFFECTS: May cause irritation. Additional effects may include ringing in the ears, nausea, vomiting, difficulty speaking, difficulty z iI- et w 6 J U v0 co o J = H w 0 u_Q = • d • w z = F- 0 z 1- uj U CI O N O H W .. z U = z ULT10340 Page 002 of 013 r swallowing, chest pain, difficulty breathing, irregular heartbeat, headache, drowsiness, drvnkeness, disorientation, numbness, twitching, visual disturbances, lung congestion, blood disorders, paralysis, convulsions, shock and coma. LONG TERM EFFECTS: In addition to effects from short term exposure, low blood pressure, loss of memory, hearing loss, kidney damage, nerve damage and brain damage may occur. May also cause reproductive effects and cancer. SKIN CONTACT: SHORT TERM EFFECTS: May cause irritation. Additional effects may include blisters, blood in the urine, low blood pressure and kidney damage. LONG TERM EFFECTS: In addition to effects from short term exposure, burns and tingling sensation may occur. EYE CONTACT: SHORT TERM EFFECTS: May cause irritation. LONG TERM EFFECTS: In addition to effects from short term exposure, cataracts may occur. INGESTION: SHORT TERM EFFECTS: May cause gastrointestinal irritation. Additional effects may include fever, nausea, vomiting, diarrhea, chest pain, difficulty breathing, irregular heartbeat, headache, drowsiness, drunkeness, disorientation, twitching, visual disturbances, bluish skin color, lung congestion, lung effects, liver damage, paralysis, convulsions, coma and heart failure. LONG TERM EFFECTS: In addition to effects from short term exposure, anemia and impotence may occur. May also cause cancer. CARCINOGEN STATUS: OSHA: Y NTP: Y IARC: Y • ••■•■ V S./ •r. • L. t../ SECTION 4 FIRST AID MEASURES • 1 r•uug r-ugi PTJL UJ INHALATION: FIRST AID Remove from exposure area to fresh air immediately. Perform artificial respiration if necessary. Maintain airway, blood pressure and respiration. Keep warm and at rest. Treat symptomatically and supportively. Get medical attention immediately. Qualified medical personnel should consider administering oxygen. SKIN CONTACT: FIRST AID- Remove contaminated clothing and shoes immediately. Wash with soap or mild detergent and large amounts of water until no evidence of chemical remains (at least 1S -20 minutes). Get medical attention immediately. EYE CONTACT: FIRST AID- Wash eyes immediately with large amounts of water or normal saline, occasionally lifting upper and lower lids, until no evidence of chemical remains (at least 15 -20 minutes). Get medical attention immediately. INGESTION: FIRST AID- Only hydrocarbons that are solvents for a toxic agent or are themselves toxic need to be evacuated. Extreme care must be used to prevent aspiration. Gastric lavage with a cuffed endotracheal tube in place to .prevent further aspiration should be done within I5 minutes. In the absence I SECTION 5 FIRE FIGHTING MEASURES Vapor -air mixtures are explosive. . ULT10340 Page 003 of 013 of depression or convulsions or impaired gag reflex, emesis can also be induced using syrup of ipecac without,increasing the hazard of aspiration (Dreisbach, Handbook of Poisoning, 12th Ed.). Treat symptomatically and supportively. Gastric lavage should be performed by qualified medical personnel. Get medical attention immediately. NOTE TO PHYSICIAN ANTIDOTE: No specific antidote. Treat symptomatically and supportively. FIRE AND EXPLOSION HAZARD: Dangerous fire hazard when exposed to heat or flame. Vapors are heavier than air and may travel a considerable distance to a source of ignition and flash back. EXTINGUISHING MEDIA: Dry chemical, carbon dioxide, water spray or regular foam (1993 Emergency Response Guidebook, RSPA P 5800.6). For larger fires, use water spray, fog or regular foam (1993 Emergency Response Guidebook, RSPA P 5800.6). 1 YYI 1•Y1.14 1 • n..a.•. FIREFIGHTING: Move container from fire area if you can do it without risk. Apply cooling water to sides of containers that are exposed to flames until well after fire is out. Stay away from ends of tanks. For massive fire in cargo area, use unmanned hose holder or monitor nozzles; if this is impossible, withdraw from area and let fire burn. Withdraw immediately in case of rising sound from venting safety device or any discoloration of tank due to fire. Isolate for 1/2 mile in all directions if tank, rail car or tank truck is involved in fire (1993 Emergency Response Guidebook, RSPA P'5800.6, Guide Page 27). Extinguish only if .flow can be stopped; use water in flooding amounts as fog, solid streams may spread fire. Cool containers with flooding amounts of water, apply from as far a distance as possible. Avoid breathing vapors, keep upwind. Evacuate to a radius of 1500 feet for uncontrollable fires. Consider evacuation of downwind area if material is leaking. Water may be ineffective (NFPA 325M, Fire Hazard Properties of Flammable Liquids, Gases, and Volatile Solids, 1991) FLASH POINT: -45 F ( -43 C) (CC) LOWER FLAMMABLE LIMIT: 1.2t UPPER FLAMMABLE LIMIT: 7.6% AUTOIGNITION: 536 -853 F (280 -456 C) FLAMMABILITY CLASS (OSHA) : IB HAZARDOUS COMBUSTION PRODUCTS: Thermal decomposition products may include toxic oxides of carbon. J::,Stss: z IZ � QQ 2 J o U 0 CO w 0 2 J < - a • w I-- Z �.. F- 0 Z I- CU uj U D O - O 1- • u LL o .. z w U = z 1 7V1 1•YYY ( YYI �nwq tTLT10340 Page 004 of 013 SECTION 6 ACCIDENTAL RELEASE MEASURES OCCUPATIONAL SPILL: Shut off ignition sources. Stop leak if Y ou can do it without risk. Use water spray t o reduce vapors. F or small spills, tak k e up with sand or other absorbent z material and place into containers for later dis posal. For lar g er spills , dike = z far ahead of spill f or I t d is p osa 1 N k g fl ames or flares h d w area. Keep unnecessary people away; isolate hazard area and restrict entry. Reportable Quantity (RQ): o o The Superfund Amendments and Reauthorization Act (SARA) Section 304 requires � w that t a rel ease equal to or greater than the reportable quantity estabizshed � � � Y P 3 cY P 4 N u_ 1 ease o i f ths su b stance is re p bl d CERCLA be National Response Center must be notified immediately at (800) 424 -B$02 or g.;u (202) 426-2675 in the metropolitan Washington D.C. area (40 CFR 302.6). u_< WATER SPILL: t _ The California Safe Drinking Water and Toxic Enforcement Act of 1986 ? i-- �. (Proposition 65) prohibits contaminating any known source of drinking water � with substances known to cause cancer and /or reproductive toxicity. Z w w • 0 U N SECTION 7 HANDLING AND STORAGE Observe all federal, state and local regulations when storing this substance. � Store in accordance with 29 CFR 1910.106. .. N U Store away from incompatible substances. F-= a'' a a er o smo in , ares in azar 4- f or that s stance be immediate) re orted to the local emer en planning committee and the state ems r9 ens Y res P onse commission (40 CFR 355.40). If t he w O re orta a un er Section 103 t n — d 0 ZED O — o N W W z f SECTION 8 EXPOSURE CONTROLS, PERSONAL PROTECTION EXPOSURE LIMITS: GASOLINE (BULK HANDLING): 300 ppm (900 mg /m3) OSHA TWA; 500 ppm (1,500 mg /m3) OSHA STEL 300 ppm (900 mg/m3) ACGIH TWA; 500 ppm (1,500 mg /m3) ACGIH STEL BENZENE: 1 ppm OSHA TWA; 5 ppm OSHA 15 minute STEL; 0.5 ppm OSHA action level 10 ppm (30 mg /m3) ACGIH TWA; ACGIH A2- Suspected Human Carcinogen (Notice of Intended Changes 1990 -91) 0.1 ppm (0.32 mg /m3) NIOSH recommended 8 hour TWA; 1 ppm (3.2 mg /m3) NIOSH recommended 15 minute ceiling Measurement method: Charcoal tube; carbon disulfide; gas chromatography with flame ionization detection; ( NIOSH Vol. III # 1500, Hydrocarbons). 10 pounds CERCLA Section 103 Reportable Quantity Subject to SARA Section 313 Annual Toxic Chemical Release Reporting Subject to California Proposition 65 cancer and /or reproductive toxicity warning and release requirements- (February 27, 1987) * *OSHA revoked the final rule limits of January 19, 1989 in response to the • C DLT10340 Page 005 of 013 11th Circuit Court of Appeals decision (AFL -CIO v. OSHA) effective June 30, 1993. See 29 CFR 1910.1000 (58 FR 35338) ** VENTILATION: Provide local exhaust or general dilution ventilation to meet published exposure limits. Ventilation equipment should be explosion -proof if explosive concentrations of dust, vapor or fume are present. EYE PROTECTION: Employee must wear splash -proof or dust - resistant safety goggles to prevent eye contact with this substance. Emergency eye wash: Where there is any possibility that an employee's eyes may be exposed to this substance, the employer - should provide an eye wash fountain within the immediate work area for emergency use. CLOTHING: Employee must wear appropriate protective (impervious) clothing and equipment to prevent repeated or prolonged skin contact with this substance. Any clothing wet with a flammable liquid should be immediately removed at the location where it is wetted to prevent burns from possible ignition. GLOVES: Employee must wear appropriate protective gloves to prevent contact with this substance. RESPIRATOR: The following respirators are recommended based on information found in the physical data, toxicity and health effects sections. They are ranked in order from minimum to maximum respiratory protection. The specific respirator selected must be based on contamination levels found . in the work place, must be based on the specific operation, must not exceed the working limits of the respirator and must be jointly approved by the National Institute for Occupational Safety and Health and the Mine Safety and Health Administration (NIOSH- MSHA). Any chemical cartridge respirator with organic vapor cartridge(s) and a full facepiece. Any gas mask with organic vapor canister (chin -style or front- or back - mounted canister), with a full facepiece. Any type 'C' supplied -air respirator with a full facepiece operated in pressure- demand or other positive pressure mode or with a full facepiece, helmet or hood operated in a continuous -flow mode. Any self- contained breathing apparatus with a full facepiece operated in pressure- demand or other positive pressure mode. FOR FIREFIGHTING AND OTHER IMMEDIATELY DANGEROUS TO LIFE OR HEALTH CONDITIONS: Any self- contained breathing apparatus that has a full facepiece and is operated in a pressure- demand or other positive - pressure mode. Any supplied -air respirator that has a full facepiece and is operated in a pressure - demand or other positive- pressure mode in combination with an — PW r 9; 1 P.'7iG r+ tmtt • 4''" wy> W y ` ^,". 7j. 5^' 7""* a -Y! {Iayt�!r*tal:.stsu war m.,«. . W V y., ip'wf V __V�.— �m++�� z I I I- w re 2 JU U 0 U D III I w §-71 w j co = W _ z � z I- ui U � O - O H ww u. O . z w U = o � • : f ULT10340 Page 005 of 013 auxiliary self- contained breathing apparatus operated in pressure - demand or other positive- pres9ure mode. SECTION 9 PHYSICAL .AND CHEMICAL PROPERTIES DESCRIPTION: Clear colorless to amber, aromatic, volatile liquid BOILING POINT: 100 -400 F (38 -204 C) FREEZING POINT: no data available VAPOR PRESSURE: no data available VAPOR DENSITY: 3.0 -4.0 SPECIFIC GRAVITY: 0.7 -0.8 WATER SOLUBILITY: insoluble PH: no data available ODOR THRESHOLD: 0.25 ppm EVAPORATION RATE: no data available SOLVENT SOLUBILITY: Absolute alcohol, ether, chloroform, benzene SECTION 10 STABILITY AND REACTIVITY REACTIVITY: Stable under normal temperatures and pressures. CONDITIONS TO AVOID: Avoid contact with heat, sparks, flames, or other sources of ignition. Vapors may be explosive. Avoid overheating of containers; containers may violently rupture in heat of fire. Avoid contamination of water sources. INCOMPATIBILITIES: GASOLINE, AUTOMOTIVE, UNLEADED: OXIDIZERS (STRONG): Fire and explosion hazard. HAZARDOUS DECOMPOSITION: Thermal decomposition products may include toxic oxides of carbon. POLYMERIZATION: Hazardous polymerization has not been reported to occur under normal temperatures and pressures. SECTION 11 TOXICOLOGICAL INFORMATION GASOLINE, AUTOMOTIVE, UNLEADED: (Data derived from unspecified and unleaded gasoline) IRRITATION DATA: 500 mg /24 hours akin- rabbit mild; 500 ppm/1 hour eye -man moderate; 140 ppm /8 hours eye -human mild. TOXICITY DATA: 900 ppm /1 hour inhalation -man TCLo; 300 gm /m3/5 minutes inhalation -rat LC50; 300 gm /m3/5 minutes inhalation -mouse LC50; 300 gm /m3/5 minutes inhalation- guinea pig LC50; 30000 ppm /5 minutes inhalation - mammal LCLo; 18,800 mg /kg oral -rat LD50; 13.6 gm /kg oral -rat LD50 (AETODY); 53 mg /kg parenteral -man TDLo; tumorigenic data (RTECS). CARCINOGEN STATUS: Human Inadequate Evidence, Animal Limited Evidence (IARC Group -2B). In studies with mice and rats by inhalation, an increased incidence of hepatocellular adenomas and carcinomas Was produced in female but not male mice; an increased incidence of adenomas and carcinomas of the kidney was produced in male but not female rats. LOCAL EFFECTS: Irritant- inhalation, skin, eye. z _I- � w 00 N 0 J F • = - � W 0 2 L 1. • d I F. w Z 1- O Z ~ U 92 0 I- w O •• z W o � z t ULT10340 Page 007 of 013 ACUTE TOXICITY LEVEL: Relatively non - toxic by inhalation and ingestion. TARGET EFFECTS: Central nervous system depressant; simple asphyxiant. ADDITIONAL DATA: The uie of alcoholic beverages enhances the toxic effects. Stimulants such as epinephrine may induce ventricular fibrillation. BENZENE: IRRITATION DATA: 20 mg /24 hours skin- rabbit moderate; 15 mg /24 hours open akin- rabbit mild; 88 mg eye - rabbit moderate; 2 mg /24 hours eye - rabbit severe. TOXICITY DATA: 2000 ppm /5 minutes inhalation -human LCLo; 2 pph /5 minutes inhalation -human LCLo; 65 mg /m3/5 years inhalation -human LCLo; 100 ppm inhalation -human TCLo; 150 ppm/1 year intermittent inhalation -man TCLo; 10000 ppm /7 hours inhalation -rat LC50; 300 ppm /6 hours /13 weeks intermittent inhalation -rat TCLo; 300 ppm /6 hours /99 weeks intermittent inhalation -rat TCLo; 9980 ppm inhalation -mouse LC50; 103 ppm /6 hours /5 days intermittent inhalation -mouse TCLo; 221 ppm /6 hours /7 days intermittent inhalation -mouse TCLo; 48 ppm /6 hours /14 days intermittent inhalation -mouse TCLo; 10 ppm /6 hours /10 weeks intermittent inhalation -mouse TCLo; 300 ppm /6 hours /13 weeks intermittent inhalation -mouse TCLo; 300 ppm /6 hours /16 weeks intermittent inhalation -mouse TCLo; 302 ppm /6 hours /26 weeks intermittent inhalation -mouse TCLo; 100 ppm /6 hours /72 weeks intermittent inhalation -mouse TCLo; 146000 mg /m3 inhalation -dog LCLo; 170000 mg /m3 inhalation -cat LCLo; 45000 ppm /30 minutes inhalation- rabbit LCLo; 20000 ppm /S minutes inhalation - mammal LCLo; >9400 mg /kg skin - rabbit LD50; >9400 tag /kg skin - guinea pig LD50; 50 mg /kg oral -man LDLo; 930 mg /kg oral -rat LD50; 6600 mg /kg /27 weeks intermittent oral -rat TDLo; 4700 mg /kg oral -mouse LD50; 2 gm /kg oral -dog LDLo; 88 mg /kg intravenous - rabbit LDLo; 1400 mg /kg subcutaneous -frog LDLo; 2890 ug /kg intraperitoneal -rat LD50; 340 mg /kg intraperitoneal -mouse LD50; 527 mg /kg intraperitoneal - guinea pig LDLo; 1500 • mg /kg intraperitoneal - mammal LDLo; 194 mg /kg unreported -man LDLo; mutagenic data (RTECS); reproductive effects data (RTECS); tumorigenic data (RTECS). CARCINOGEN STATUS: OSHA Carcinogen; Known Human Carcinogen (NTP); Human Sufficient Evidence, Animal Sufficient Evidence MARC Group -1). Numerous case reports and series have suggested a relationship between exposure to benzene and the occurrence of various types of leukemia. Several case - control studies have also shown increased odds ratios for exposure to benzene, but mixed exposure patterns and poorly defined exposures render their interpretation difficult. Three independent cohort studies have demonstrated an increased incidence of acute nonlymphocytic leukemia in workers exposed to benzene. LOCAL EFFECTS: Irritant- inhalation, skin, eye. ACUTE TOXICITY LEVEL: Moderately toxic by inhalation and ingestion; slightly toxic by dermal absorption, TARGET EFFECTS: Central nervthus system depressant; bone marrow depressant. Poisoning may also affect the immune system and the heart. AT INCREASED RISK FROM EXPOSURE: Persons with certain immunological tendencies, poor nutrition; anemia and drug or chemically induced agranulocytemia. ADDITIONAL DATA: Use of alcoholic beverages may enhance the toxic effects. Use of stimulants such as epinephrine may cause cardiac arrhythmias. May cross the placenta. Interactions with medications have been reported. HEALTH EFFECTS INHALATION: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT /NARCOTIC /ASPHYXIANT /CARCINOGEN. ACUTE EXPOSURE- At 160 -270 ppm throat irritation may occur within several hours. At 2000 ppm mild anesthesia may occur within 30 minutes. Other 959t7^7,,tF,.r?F1"�." M ire, ry ti, ; 1,1s� !,•'nv ; c.. ar•^, nyv yy �+�s, re, �. �v �t�. •�: ■ � x � �..v 's' m z re 2 UO ( o CO III J i _ - w w _ = z t- Z o � • o LIJ U O - CI f- w w L I O w • = O � z r L I , 4.VV ULT10340 Page 008 of 013 symptoms of central nervous system depression may include headache, nausea, vomiting, dizziness, drowsiness, facial flushing, blurred vision, slurred speech, difficulty swallowing, staggering, confusion and euphoria. At higher levels dyspnea, pulmonary edema and bronchopneumonia may develop. Further depression may occur with weak respiration and pulse, nervousness, twitching, irritability, and ataxia. Severe intoxication may result in delirium, unconsciousness, coma, and convulsions with epileptiform seizures. The pupils may be constricted or, in comatose states, fixed and dilated or unequal; nystagmus may also occur. May also affect the liver, kidneys, spleen, brain, myocardium and pancreas. Death may be due to respiratory or circulatory failure or ventricular fibrillation. Extremely high concentration may cause asphyxiation. CHRONIC EXPOSURE- With few exceptions, most of,the reported effects of repeated inhalation are from intentional "sniffing" of gasoline rather than workplace exposure. Reported symptoms include headache, nausea, fatigue, anorexia and weight loss, pallor, dizziness, insomnia, memory loss, nervousness, confusion, muscular weakness and cramps, peripheral neuropathy, polyneuritis, and neurasthenia. It is unclear whether some of these symptoms may have been due to gasoline containing lead. Liver and and kidney damage are also possible. In a 90 day study, male but not female rats exhibited a severe, dose - related renal toxicity. In another study, an increase in renal adenomas and carcinomas in male rats and an increase in hepatocellular adenomas and carcinomas in female mice were reported. BENZENE: IRRITANT /NARCOTIC /BONE MARROW DEPRESSANT /CARCINOGEN. ACUTE EXPOSURE- Concentrations of 3000 ppm may cause respiratory tract irritation: more severe exposures may result in pulmonary edema. Systemic. effects are mainly on the central nervous system and depend on exposure time and concentration. No effects were noted at 25 ppm for 8 hours; signs of intoxication began at 50 -150 ppm within 5 hours; at 500 -1500 ppm, within 1 hour; were severe at 7500 ppm, within 30 -60 minutes; and 20,000 ppm was fatal within 5 -10 minutes. Effects may include nausea, vomiting, headache, dizziness, drowsiness, weakness, sometimes preceded by a brief period of exhilaration or euphoria, irritability, malaise, confusion, ataxia, staggering, weak, rapid pulse, chest pain and tightness with breathlessness, pallor, cyanosis of the lips and fingertips, and tinnitus. In severe exposures there may be blurred vision, shallow, rapid breathing, delirium, cardiac arrhythmias, unconsciousness, deep anesthesia, paralysis, and coma characterized by motor restlessness, tremors and hyperreflexia, sometimes preceded • by convulsions. Recovery depends on the severity of exposure. Polyneuritis may occur and there may be persistent nausea, anorexia, muscular weakness, headache, drowsiness, insomnia, and agitation. Nervous irritability, breathlessness, and unsteady gait may persist for 2 -3 weeks; a peculiar skin color and cardiac distress may persist for 4 weeks. Liver and kidney effects may occur, but are usually mild, temporary impairments. Chromosomal damage has been found after exposure to toxic levels. Although generally hematotoxicity is not a significant concern in acute exposure, delayed hematological effects, including anemia and thrombocytopenia, have been reported, as have petechial hemorrhages, spontaneous internal bleeding and secondary infections. In fatal exposures, death may be due to asphyxia, central nervous system depression, cardiac or respiratory failure and circulatory collapse, or occasionally, sudden ventricular fibrillation. It may occur within a few minutes to several hours, or cardiac arrythmia may occur at anytime within 24 hours. Also, death from central nervous system, respiratory or hemorrhagic complications may occur z ~ w re 00 co 0 w w 2 � - d = z � t-- 0 z � U � 0- aH wW O ..z w = 0~ z ti ULT10340 Page 009 of 013 up to 5 days after exposure. Pathologic findings have included respiratory inflammation with edema and hemorrhage of the lungs, renal congestion, cerebral edema, and extensive petechial hemorrhages in the brain, pleurae, pericardium, urinary tract, mucous membranes, and skin. CHRONIC EXPOSURE- Longterm exposure may cause symptoms referable to the central nervous, hematopoietic and immune systems. Early effects are vague and varied and may include headache, light - headedness, dizziness, nausea, anorexia, abdominal discomfort, and fatigue. Sore, dry throat, weakness, lethargy, malaise, drowsiness, nervousness, and irritability have also been reported. Later there may be dyspnea, pallor, slightly increased temperature, decreased blood pressure, rapid pulse, palpitations, and visual disturbances. Dizziness when cold water is placed in the ear and hearing impairment have been reported, have diffuse cerebral atrophy associated with ataxia, tremors and emotional lability. workers exposed to benzene in combination with other solvents have exhibited polyneuritie. Several case reports, one of them an acute exposure, suggest the possibility that systemic exposure may be associated with retrobulbar or optic neuritis. Occasionally hemorrhages in retina and conjunctiva occur and rarely neuroretinal edema and papilledema have accompanied the retinal hemorrhages, Hematological effects vary widely and may appear after a few weeks or many years of exposure or even many years after exposure has ceased. The degree of exposure below which no blood effects will occur cannot be established with certainty. In the early stages, there may be blood clotting defects due to morphological, functional and quantitative platelet alteration with resultant bleeding from the nose and gums, easy bruising and petechiae; leukopenia with predominant lymphocytopenia or neutropenia; and anemia which may be normochromic or macrocytic and hypochromic. Extramedullary hematopoiesiu, splenomegaly, circulating immature marrow cells, and an initial increase. in leukocytes, erythrocytes and platelets have also been reported. The bone marrow may be hyper -, hypo- or normoplastic and does not always correlate with the peripheral blood picture. Also, the symptoms do not always parallel the laboratory findings. If treated at this stage, the effects appear reversible, although recovery may be protracted and there may be relapses. Decreased erythrocyte - survival, hemolysis, capillary fragility, internal hemorrhages, iron metabolism disturbances, and hyperbilirubinemia have also been reported. Exposure to high levels for longer periods may result in aplasia and fatty degeneration of the bone marrow with pancytopenia. The most serious cases of aplastic anemia may be fatal due to hemorrhage and infection; death may occur within 3 months of diagnosis. Enormous variability in individual response, including non - dose dependent aplasia, and the finding of eosinophilia suggests that, in some cases, the blood dyscrasia may partially be an allergic'reaction. Numerous case reports and series have suggested a relationship between exposure to benzene and the occurrence of various types of leukemia. Several case - control studies have also shown increased odds ratios for exposure to benzene, but mixed exposure patterns and poorly defined exposures render their interpretation difficult:. Three independent cohort studies have demonstrated an increased incidence of acute nonlymphocytic leukemia in workers exposed to benzene. Several studies have also suggested a link between occupational exposure and multiple myeloma and lymphoma, both Hodgkin's and nonhodgkin's. Although aplastic anemia is probably the more likely consequence of longterm exposure, it is not uncommon for an individual surviving this, to go through a preleukemic phase into frank leukemia. Conversely, leukemia without precedent aplastic anemia can occur. In one study the range of time from the start of the exposure to the diagnosis of leukemia was 3 -24 years. It has been suggested that the chromosomal scy�!tt�!x':q+:srry•;5�� , ".�aN,.a ..., ULT10340 Page 010 of 013 aberrations which can arise in peripheral blood and bone marrow cella and persist for a long time after exposure ceases, may be associated with the,increaaed incidence of leukemia. The immunosuppressive effect has also been suggested as being associated with the leukemogenesis. Adverse effects on the immunological system have been shown to make rabbits more susceptible to tuberculosis and pneumonia and may explain why the terminal event in some eases of benzene intoxication may be overwhelming infection. Exposed mice exhibited a tendency toward induction of lymphoid neoplasms. Rats exhibited an increased incidence of neoplasms, mainly carcinomas, at various sites. Menstrual disturbances have been reported more frequently in exposed women. Testicular damage has been reported in rats, rabbits and guinea pigs. Some animal studies have demonstrated embryo /fetotoxicity, sometimes at levels as low as 10 ppm and the potential for teratogenic effects such as decreased body weight and skeletal variants, have also been shown. Other studies have not produced any abnormalities or embryolethality.. SKIN CONTACT: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT. ACUTE EXPOSURE- Liquid may cause irritation with erythema and pain. Prolonged or extensive contact may cause blistering and, in extreme cases epidermal necrolysis. A'12 year old boy partially immersed in a pool of gasoline for 1 hour experienced hypotension, abdominal tenderness, disseminated intravaecular coagulation, transient hematuria, nonoliguric renal failure and an elevated serum amylase. Autopsy revealed cerebral edema, diffuse bilateral pneumonia, biventricular cardiac enlargement, toxic nephrosie, fatty infiltration of liver and peripancreatie fat necrosis. CHRONIC EXPOSURE- Repeated or prolonged contact with the liquid may cause irritation, dermatitis and defatting of the skin with drying and cracking or burns and blistering. Some individuals may develop hypersensitivity, probably due to additives. z _- re LI-1 00 CO CO III J � u_ w 2 J IL? - = w z � ZO U 0— cn Ca H w W LL.- 0 z w U= 0 z 4i li e;;:V1e 04%4'it�..,' BENZENE: IRRITANT. ACUTE EXPOSURE- Direct contact may cause irritation. Effects may include erythema, a burning sensation, and with prolonged contact, blistering and edema. Under normal conditions, significant signs of systemic toxicity are unlikely from skin contact alone due to the slow rate of absorption; it may however, contribute to the toxicity from inhalation. Application to guinea pigs resulted in increased dermal permeability. CHRONIC EXPOSURE- Repeated or prolonged contact defats the skin and may result in dermatitis with erythema, scaling, dryness, vesiculation, and fissuring, possibly accompanied by paresthesias of the fingers which may persist several weeks after the dermatitis subsides. Peripheral neuritis has also been reported. Secondary infections may occur. Tests on guinea pigs indicate sensitization is possible. Although animal studies have failed to establish a relationship between skin contact and a carcinogenic effect, most of the studies were inadequate; some papillomas and hematopoietic effects have been reported. EYE CONTACT: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT. ACUTE EXPOSURE- Concentrations between 270 of irritation often before signs such as visible. Liquid splashed in the eyes may and 900 ppm may cause a sensation conjunctival hyperemia are cause pain, smarting and slight, 1.1 4 1 / A. V V•1 transient corneal epithelial disturbance. Blepharospasm and hyperemia and edema may occur. OiRONIC EXPOSURE- Repeated or prolonged exposure may cause conjunctivitis and possible gradual, irreversible loss of corneal and conjunctival sensitivity. BENZENE: IRRITANT. ACUTE EXPOSURE- May cause irritation. Vapor concentrations of 3000 ppm are very irritating, even on brief exposure. Droplets cause a moderate burning sensation, but only a slight, transient corneal epithelial injury with rapid recovery. CHRONIC EXPOSURE Repeated or prolonged exposure may cause conjunctivitis. 50t of rats exposed to 50 ppm for more than 600 hours developed cataracts. INGESTION: GASOLINE, AUTOMOTIVE, UNLEADED: NARCOTIC. ACUTE EXPOSURE- May cause irritation and burning of the gastrointestinal tract with nausea, vomiting and diarrhea. Absorption may cause initial central nervous stimulation followed by depression. Symptoms may include a mild excitation, restlessness, nervousness, irritability, twitching, weakness, blurred vision, headache, dizziness, drowsiness, incoordination, confusion, delirium, unconsciousness, convulsions and coma. Cardiac arrythmias may occur. Transient liver damage is possible. Direct or indirect aspiration may cause chemical pneumonitis with pulmonary edema and hemorrhage, possibly complicated by bacterial pneumonia, and leas frequently, by emphysema and pneumonthorax. Signs of pulmonary involvement may include coughing, dyepnea, substernal pain, sudden development of rapid breathing, cyanosis, tachycardia and fever. Even small amounts may be fatal with death caused by cardiac arrest, asphyxia or respiratory paralysis. Depending on amount aspirated, death may occur rapidly or within 24 hours. CHRONIC EXPOSURE No data available. BENZENE: NARCOTIC /CARCINOGEN. ACUTE EXPOSURE- May cause local irritation and burning sensation in the mouth, throat and stomach, and hemorrhagic inflammatory lesions of the mucous membranes in contact with the liquid. Signs and symptoms of systemic intoxication may include nausea, vomiting, headache, dizziness, weakness, staggering, chest pain and tightness, shallow, rapid pulse and respiration, breathlessness, pallor followed by flushing, and a fear of impending death. There may be visual disturbances, tremors, convulsions, ventricullar irregularities, and paralysis. Excitement, euphoria or delirium may precede weariness, fatigue, sleepiness and followed by stupor and unconsciousness, coma and death from respiratory failure. Those who survive the central nervous system effects may develop bronchitis, pneumonia, pulmonary edema, and intrapulmonary hemorrhage. Aspiration may cause immediate pulmonary edema and hemorrhage. The usual lethal dose in humans is 10 -15 milliliters, but smaller amounts have been reported to cause death. A single exposure may produce longterm effects with pancytopenia persisting up to a year. CHRONIC EXPOSURE- Daily administration to humans of 2 -5 grams in olive oil caused headache, vertigo, bladder irritability, impotence, gastric disturbances, and evidence of renal congestion. In female rats treated with 132 single daily doses over 187 days, no effects were observed at 1 mg /kg; slight leukopenia at 10 mg /kg; and both leukopenia and anemia at 9M0900<1JI0o1Y• Ar:'ir.lrr xSnme)f'�tWt .A—.1—U L*11'1►M \1 LLLJ rf-as= L L z z WV 00 m co ILI U) LL. w J � + = .. w z = H WO w � U N o I- I wW o w z U = ~ z ULT10340 Page 012 of 013 50 and 100 mg /kg. Oral administration to rats and mice at various dose levels induced neoplasms at multiple sites in males and females. In a one year gavage study, rats given 50 or 250 mg /kg, 4 -5 days /week for 52'M►eeks did not exhibit acute or subacute toxic effects, but a dose correlated increase of leukemias and mammary carcinomas was observed; some other tumor types were also reported. Reproductive effects have been reported in animals. 1 SECTION 12 ECOLOGICAL INFORMATION ENVIRONMENTAL IMPACT RATING (0 -4): no data available ACUTE AQUATIC TOXICITY: no data available DEGRADAATLITY: no data available LOG BIOCONCENTRATION FACTOR (BCF): no data available LOG OCTANOL /WATER PARTITION COEFFICIENT: no data available 1 SECTION 13 DISPOSAL CONSIDERATIONS Observe all federal, state and local regulations when disposing of this substance. Disposal must be in accordance with standards applicable to generators of hazardous waste, 40 CFR 262. EPA Hazardous Waste Number D001. 100 pound CERCLA Section 103 Reportable Quantity. Benzene - Regulatory level: 0. materials which contain the level meet the EPA toxicity accordance with 40 CFR part SECTION 14 TRANSPORT INFORMATION U.S. DEPARTMENT OF TRANSPORTATION Gasoline -UN 1203 U.S. DEPARTMENT OF TRANSPORTATION 3 - Flammable liquid 5 mg /1 (TCLP -40 CFR 261 Appendix II) above substance at or above the TCLP regulatory characteristic, and must be disposed of in 262. EPA Hazardous Waste Number D018. SHIPPING NAME -ID NUMBER, 49 CFR 172.101: HAZARD CLASS OR DIVISION, 49 CFR 172.101: U.S. DEPARTMENT OF TRANSPORTATION PACKING pROUP, 49 CFR 172.101: PG II U.S. DEPARTMENT OF TRANSPORTATION LABELING REQUIREMENTS, 49 CFR 172.101 AND SUBPART E: Flammable liquid U.S. DEPARTMENT OF TRANSPORTATION PACKAGING AUTHORIZATIONS: EXCEPTIONS: 49 CFR 173.150 NON -BULK PACKAGING: 49 CFR 173.202 BULK PACKAGING: 49 CFR 173.242 U.S. DEPARTMENT OF TRANSPORTATION QUANTITY LIMITATIONS 49 CFR 172.101: f z z w QQ � JU 0 0 co co LLI J H w 2 u_ ? C a = W _ z F Z0 ui 0 c o 0- 0 I- W LL 0 .. w c o 0�" z PASSENGER AIRCRAFT OR RAILCAR: 5 L CARGO AIRCRAFT ONLY: 60 L 1 SECTION 15 REGULATORY INFORMATION ULT10340 Page 013 of 013 1 •.r1WIWY1 1 V71 TSCA STATUS: Y a ~w CERCLA SECT /ON 103 (40CFR302.4): Y re 2 BENZENE SARA SECTION 302 (40CFR355.30) : N 10 pounds RQ o SARA SECTION 304 (40CFR355.40) : N ma SARA SECTION 313 (40CFR372.65) : Y W w SEMITE OSHA PROCESS SAFETY (29CFR1910.119): N w O CALIFORNIA PROPOSITION 65: Y BENZENE 2 ILO SARA HAZARD CATEGORIES SARA SECTIONS 311/312 (40 CFR 370.21) cn a ACUTE HAZARD: Y i w CHRONIC HAZARD : Y Z H FIRE HAZARD: Y 1-0 REACTIVITY HAZARD: N z I- SUDDEN RELEASE HAZARD: N 2 uj U (3 N 1 SECTION 16 OTHER INFORMATION I a 1 w iii - COPYRIGHT 1984 -1995 MDL INFORMATION SYSTEMS, INC. ALL RIGHTS RESERVED. ti.i % _ O f". z Description Product Features 1 Benefits • Free rinsing / Won' twater spot thus eimimttrtg the need for tor/wing • Hard WOW stable / ReedIIy milers in all temperatures and water nerdness • Provides nai iplo fundiens l Nbntie for use by manual, mechanical anti pro,sure typo applications • Doer not contain phosphates / Completely biodegradable Specifications Corot. _........._.......... »......_.._.._...tight amber Pay ette' Farm » ..... ...._.._ _.......Ltqub pH _._»,..__ .... .......... 1.2 DetergentTWe .__._— ....__ »... »..Aasynthetic Upper Cloud ...... 140' F Lower Caoud _— ._.._._.... »...,,_.,.13,iow 25' F Biodegradable . ».._. »Yes Hard War Stability ...» Excellent Free Wag — _._Yea Safean Hands .._...._.._ — ......Y.t Direct ions for Use Spsd4y formulated for feet, tip's removal of embedded roan spite end eitrauet films frnrn transpoMidon equipment. Ideal for mud washing, prime washing and for uss In power ►ueant na systems. R>oconrn.na•a for cans, truck,, buses. balers, alrvaft. boats, go/ cart', farm equipment end other type of vehicles. Da not wed, in direct auiicgre. me i tablespoon (1/2 oz.) per eat gdlon of moot. Apply to vehicle with a soft cloth, sponge, or .pray. Wash one molter at a time, rinsing between each. Wash Safety information medical advice. If Ingested: Do not induce vomiting, Give one or two glasses of water. Get medical' aid. OSHA Material Safety data sheet available upon request. For Eyes: Flush with water for 15 minutes. if irritation For AUTOMOTIVE NURRAN Car Wash Concentrate A concentrated car and vehicle wain for fast effective nrrrrovel of dint, grease and road films. This specialized car wash formistlon contains detergents, wetting aids, emulsifiers, Water conditioners and rinse -aid additives for quick efficient clearing. Specific Gravity .__.............,._„ 1.02 t .01 gricc Density IDs/pd ......._ ».._..._ »...__ 8.3 t .1 Vu,opsity 275 x 25 op; Activity Highly concentrated HemrfUI PJltafis _......»... » ..... Nona Harmful ScIv ts_ None Flash Point Nona T Q Y -- -- - ........ ».. Moos Cleaning Cxcedent Shelf I.if . .,..., .. 1 year minlrruin In original unopened container from the boa= of the vehicle le lino lop, but do the wheels I. Rinse the entire vehicle Wirt dear verbs slow to dry. CAUTION: MAY BE HARMFUL IF SWALLOWgp CONTAINS: SODIUM DODECYLBENZENE SULFONATE Avoid eye contact. Do not inUeet For eyes: Flush with water for 15 minutes. If Irritation Persists, get sale to, use and storage by Service Personnel only. National Chemical laboratories WORLD CLASS CLEANING SOLUTIONS' PA 401 1400- NAT -CHEM • FAX (215) Q25517 www.ndentine.com SECTION 6•REAC 1VT Y DATA SECTION 7 -SPILL OR LEAK PROCEDURES Stability; Stable Conditions to Avoid: None Incompatibility; Strong Acids and Oxidizers Hazardous Decomposition Products: Cartton Oxides HuardoOs Polymetilat1on: Will not occur. Slaps to be taken if material Is released or spilled: Reoontelnerize by mapping, we vacuum, or using e suitable absorbent Rinse remaining material to drains. Se cautious cf slippery floors. waste dlspozal method: Follow local, state, and feoeral regulations. SECTION $.SPECIAL PROTECTION INFORMATION SECTION s - SPECIAL PRECAUTiONS Respiratory Protection: Not required. Ventilation: Not required. protecdtre Groves: Not required. Eys Protection: Not required. Other Protective Equipment None ProoautIone to be taken In handling and atorags; Store between 40° and 120 Other Precautions: Koop out of reach of children. For Gale to, use and storage by service personnel only. Product Nemo: Hurrah Car Wash Supplier's Name: National Chemical leboretories of PA, Inc. Supplier's Addreos: 101 N. 1 0th Street ' Philadelphia, PA 10123 HMIS Hazard Code: Huelth: f FlemmablugrA Reac:Ivly:0 Othero Chemical Family: Synthetic Detergent D.O.T. Shipping Name; N/A , cr+eslrru. NAM g we reo. Dodoey1 8ertieneaWfonio Svdkon Salt 25165 -30-0 Polyethylene Mono (Nonyiphenyl) Ether Glycols 90113 -45-9 Boiling Point (F): 2123 Vapor Presaura: To Water Vapor Density: To Water Solubility in Waist: Complete Appearance: Clear, Viscous, Amber Liquid Odor, Citrus SECTION 3-PHYSICAL DATA MATERIAL SAFETY DATA SHEET (SIMILAR TO OSHA FORM 1T111 SECTION 1- MANUFACTURER/DISTRIBUTOR INFORMATION Speclfk Gravity: 1,023 Evaporatlan Rata: = To Water Product it 1201 SECTION 241A2ARDOUS INGREDIENTS SECTION •HEJALTH HAZJAiZD DATA Route(s) of Entry: Inhalation:No Skin:Yes Ingestion:Yes Threshold Limit Value: Na Est. Effects of Overexposure: May cause minor eye and skin imtation. May be harmful If swallowed. Emergency & First Aid Procedures: For Dyer Flush with water for at least fifteen minutes. Get Medical old. For Skirts Flesh thoroughly with water. if irrltadon persists get medical old. If Ingested: Do not Induce vomiting. Give milk, egg white, geiatin. or i1 none of Chow ore uvolabio give large quantities of water. Got medical aid. Conditions Aggravated by Exposure: None Listed Carcinogen, Mutegen, Tsratogen (Ingredient, Source, Amount); Norio Emergency Phone #I ;CHEM -TEL (8O0)- 2553924 Chemical dame: N.A. Proprietary Blend Formula: N.A. Blended Product Hazed Class: NIA D.D.T. IDS: WA % conceta+ra Adnp. PROP. PROP. Hemmed Ridnos CrI.V? I Not Est Not Est SECTION 4-FiRE AND EXPLOSION DATA ru Not dtaNw Getllited PsvpsPrtapieruy Flesh Point (F): None To Boiling (TOC) Flammable Limits: Not Est Unusual Fire & Explosion Hazards :. None The Information contained In this MSDS was obtained from current and reliable sotr'cts, however the data is provided without ony wi rrenty, expressed or implied, regarding Its aerreat»cc or =any. Since Out conditions or handling, storage and dlsposat of this product are beyond the COMM of this tempers, it la riot mamma* for Ion, ln)ury aM eapenee sixty out of the products improper use. No warranty, expressed or Inferred, rsgsrding the r odud darsibod in this MSPS shall be created or inferred by any statement in thk MS05. Various government elgensies snag have tpem'ic rmgula. lions regarding die btansporiatlen, handing, storage, use ter casixsal of this product which may not be coveted by this NMS. The rust is rasponslble for fun oompiance. BATE PRPPAREr3- 10,5/00 By; G.C. Z Z 1— '~ 6 J U U O CO • LL1 ri)w W O u..Q to B = I-- Z = H O Z 1— u.3 ui U � 0— en 1-- W W H � LL O .. U= O~ Z SECTION ii.REACTIVRY DATA SECTION 7-SPILL OR LEAK PROCEDURES Stability: Stable Conditions to Avoid: None Incompatibility; Avoid contact with alkylene oxides, acid anhydrides, inorganic adds, organic adds. halogens. phosphorus trlchiorke, aldehydes, monomers, patymarizable ester$, hydrogen pattedlum. with Hazardous Decomposition Product= Mtrogen Oxides, Carbon Monoxide Hazardous Polymerizedon: Wi not occur. Steps to be taken If materiel le released or spilled: Shut ofr sperm if possible to do so without 'evert Et]yninata saws of ignition. Prevent liquid from entering sewers, waeersourcee, orbwareas. Waste disposal method: Follow local, state, and federal regulaflons. SECTION &SPECIAL PROTECTION INFORMATION SECTION $•SPECIAL PRECAUTIONS ResplrotorY Protection; Generalty Not Required. Ventilation; Local. ProtsWve Gloves; Latex or Rubber. Eye ProtactIon• Chemical Goggiee Other Protective Equipment: None Precaudons to be taken In handling end storage; Store array from heat, sparks, or other sources of ignition, Do not bled( entrances. Other Pmnurtlons: Keep out of read) of cnr"dran. Per sale to, use and storage by service parsarnel only. • cxEr scAL NAME Product Name: #1 Glass and Multi-Surface Cleaner Super Concentrate euppnors Name: Farm Sense, Inc. Supplier's Address: Phladolphlo, PA 19123 HM13 Hazard Code: Heelh:2 FlarrunahEly2 R.acttvfry:0 Other :0 Chemical Family; Coneonbated Giese Cleaner D.O,T. Shipping Name: Caneumer Commodity Isopropyl Alcohol 2.Amrno Emend Dlpropy iero Glycol Monomothyl Ether Bolling Point (F): 1e0' F Solubility in WSW: Complete Appearance: Thin, Clear, Blue Liquid Odor Alcohol SECTION 3- PHYSICAL DATA MATERIAL SAFETY DATA SHEET (SIMILAR TO O3HA FORM 174) SECTION 1•MANUFACTURERJDISTRIBUTOR INFORMATION SECTION 2- HAZARDOUS INGREDIENTS caale. %Conca/araRano. 67-63-0 PROP. 141-43-5 PROP. 34990.94 -6 PROP, Specific Gravity: 0.84 Evaporated Rate; 2; rr.Bulyleeeteto =1 pH; 11.4 Product*: 4001 Emergency Phone $ :CHEM -TEL (800) -26S -31124 Chemical Name: NA. Proprietary Blend Formula; NA. Blended Product Hazard Class: ORM-D D.O.T. ID* N!A Heard Rronoo rtLVr?ELI 400 ppnt 3 PPm Not Est SECTION 4.FIRE AND EXPLOSION DATA tuk4out Avptall. Hoc DIrtw Esrr+arre P•vaP►wd.vy Flash Point (F): 70 (TCC) Ftmantmabl. Umlte; Not Eat Unusual Fire & Explosion Hazards: Respiratory protection required for fire fighting personnel Stay upwind if poeolble. Cool exposed tanks with Water. Water spray may be !naffied:We In fire figNIng. SECTION &HEALTH HAZARD DATA Route(s) of Entry: Inhalation:Yee Skin;Yes Ingestion :Yea Threshold Lima Value; Not Est, Effects of Overexposure; Vapors irritate eyes. nose, throat Liquid will damage eye 'Issue. if Ingested may cause gestdo distress end eystemk intoxication. Emergency & First Abl Procedures: Remove to fresh air and If breathing has stopped give 'NIMBI respvadon. Keep Inolvidual calm. Cali a physician. For Eye= Flush WILL water for at least fifteen minutes end call o physider. If Ingested: Do not Induce vomiting. Give wager and calla physician. Conditions Aggravated by Exposure; May 3lggravat3 pre edel fig pulmonary condition. Listed Carcinogen, MUtagsn, Toratogen (ingredient, Source, Amount):. None The in a nation oom&Nod In We MS was obtained tun =rent and repass sources, however the data b prrrvrded **hour Ply warranty. ecpressed o► Implied, regarding lb correctrrese or accuracy. in the Conditions cc handling, dome and disposal of thlc pmdtkt are beyond the control al this canppamy. It is rat revertible far logs, Inlay and expense arising out of the products lmprooer uS& No wartenty, expressed or Irtierted, regarding ;free proem= deoatbed in Ma AIMS shut be created or Whirred by any steternont in tflb NSDS. Va l= gwermrent egendee may tom apec$o regime. i one rrgordng the tranrpartetlm. handing, atom" use or disposal of this product which may not to covered by INs RMS. The user *responsible forfull •. • nte. DATE PREPARED.10/300 Ely: 0,0. Z Z w 6 J U 0 0 W� CD u_ w 2 u. J co a w H = Z I-- O Z I— w • w U O — t3 W w H H O L Z U= Z SECTION 6-REACTiVITY DATA SECTION T -SPILL OR LEAK PROCEDURES Stability: Stable Condhfons to Avoid: Nano IncompatUbfIty: Acids and Oxidizers Hazardous Decomposition Products: Carbon Oxides and Amines Htruarrious Polymerisation: WIlI not occur. Steps to bo taken if menial is released or spilled: Reaontalnertze by mopping, wet vacuum, or using a suitable absorbent. Be sure surface is dry. Rinse remaining materiel to drains. Be cautious of slippery floors. Waste disposal method: Follow local, state, and federal regulations. SECTION &SPECIAL PROTECTION INFORMATION SECTION 9•SPECIAL PRECAUTIONS Respiratory Protection: Generally not required. Ventilation: Local. Protective Mown= tubber or telex_ Eye Protection: Goggles or safety Dimas with shields Other Protecdve Equipment'. Rubber boots should be wom H working in standing solutions 4 Precautions to be takon In handling and storage: Stem between 40° and 120° F. Otter Precautions: Thoroughly :uh all contaminated clothing g�71 wa before reuse. Keep out or reach of children. For sale lo, usa and storage by service peraortnel only. Product Name: #3 Degreaser Cleaner Super Concentrate SuppUers Name: Eanitt Sonso, Inc. Supplieea Address: Phladelphla, PA 19123 HMIS Hazard Code: Flealh:2 FtarrtmabHdy..0 Reactvity:9 Chemical Family: Blended Alkaline Detergent D.O.T. Shipping Name: Consumer Commodity CHEMICAL MAME OAS NO, 2 -Amble Ethanol Dhxopylene Glycol Monomethylether Sodium Hydroxide Boiling Point (F): 212° Vapor Pressure: = To Water Vapor Density: a To Wow Solubility in Water: Complete Appearance: Clear, Thin Red Liquid DATE PREPARED- 10i5loo 8y. G.c. SECTION 3•PHYSICAL DATA MATERIAL. SAFETY DATA SHEET (SIM%LAR TO OSHA FORM 174) SECTION 1- MANUFACTURERIDISTRIRUTOR INFORMATION 141-43-5 3459D -94-a 1310 - 73 - 2 Spectflo Gravity: 1.08 Evaporation Rate: TO Water pH: 12.9 Listed Carcinogen, MUtagsn, Tsratogen (ingredient, Sour, Amount): None Emergency Phone 8:CHEM -TEL (800)- 256.39z4 Oltor:NA Chemical Name: NA Proprietary Slam Formula: NA Blended Product Hazard Clans: ORM-D D.O.T. ID# : WA SECTION 2- HAZARDOUS INGREDIENTS klart.'Yxw' x uecanerao RAMO Wawa bingo CT .voeu PROP. PROP. PROP. SECTION &HEALTH HAZARD DATA Product 0: 4003 R14MaY.N�KMO�'•Nw.. -x uri 1 '1 - 1 •..I to V•II 1 V71 9 Dpm Not Est 2 mg/m" SECTION 4- FIREAND EXPLOSION DATA 1. • • • . • • - PAXatool AMMO* Nat EAL=Nai EMI°INIfrd Vrap.4"roprlsdry Flash Point (F): None to Boiling Flammable Limits: Not Est. Unusual Are & Explosion ibrzasds-. This product may liberate toxic fumes when heated. Weer salt contained breathing apparatus. Route(s) of Entry: Inhalatlon:Yes Skin:Yes Ingestion:Yes Threshold Limit Value: Not Eat. Effects of Overexposure: Causes skin and eye Irritation. Harmful if swallowed. May Ouse severe mucosal damage and gastric distress. May cause systemic intexieatbn. Emergency & First AId Procedtrrea: For Eyes: Flush with water for fifteen minutes. Get medical aid. For Skin: Thoroughly wash with water and app emollient creme, tf irritation persists get medical aid, K Ingested: Do not Induce vomiting. Give milk, egg white, gelatin, or water. Qet immediate medical ald. Conditions Aggravated by Exposure: May aggravate existing dermatitis and irritate sensitive skin. May irritate any pre - wasting pulmonary condtions Tho information contained In this MODS was obtained from current and reliable sources, however the data Is provided without eny warranty, expteeeod or knpiled. regardng Its correctness of accuracy. Sheathe macadam or kindling. storage and disposal of this product are beyond the control of this mrnpsny, It is not rosponeibie for Toss, inJwy and expense arising out of the produces Improper use. Nowanenty, expressed or inferred, regarding the product described In this MSDS shall ba created or Inferred by cry statement in this MSDS. Various government agencies may have e Boris regarding the transportation, handling. atoms, use or etsposal of this product vvt+ich may not be covered by this MSDS. The user responsible for full acmpilanca. Product Name: #8 Odor Neutralizer Super Con Supplier's Name: EOM Sense, Inc, Supplier's Address: Philadelphia, PA 19123 HMiS Huard Coda: Haelth :l FlammablihyA Reactivity:0 Chemical Family: Odor Conmol Agent D.O.T. Shipping Name: Consumer commodity CHEMICAL MAME Palysttrybna Mono(Nonylphenol) Etter Glycol Bolling Point (F): 21? Vapor Prruurs: = To Water Vapor Nasky: • To Water Solubility in Water: Complete Appearance: Clear, Thin, Amber Liquid Odor. Floral SECTION 3- PHYSICAL DATA SECTION 6iREACTIViTY DATA Stability_ Stable Conditions to Avoid: None rncompadbllity: Acids and Oxidizers Hazardous Decomposition Products: Carbon Oxidez Hazardous Polyrnertzadon: Will not Door. SECTION 6 SPECIAL PROTECTION INFORMATION Respiratory Protection: M worldng In an unventilated area, weer approved organics respirator. Ventilation: Local. Protective Glows: Rubber or latex Eye Protection: Greases orgogeles. Other Protective Equipment: Nona; avoid contamination of dotting DATE PREPARED-1w51C0 fay: G.0. MATERIAL, SAFETY DATA SHEET (SMLAR TO OSHA FORM 174) CT1ON 1- MANUFACTURER/DiSTRiBUTOR INFORMATION centrata Product hit; 4008 SECTION 2- HAZARDOUS INGREDIENTS CAI Mo. 8016.4 Specific Gravity: 1.03 Evaporation Rat*, To Water p 7,4 Other.0 ,32 :TOW . ru % Conanv^Ra Rana PROP, SECTION S4IEALTH HAZARD DATA Hurd Romp (TLW' .) Not Est. SECTION 4-FIRE AND EXPLOSION DATA SECTION 7SPiLL•OR LEAK PROCEDURES EiLxmlat Rw- rrver>rr.r Emergency Phone #:CHEM -TEL (800 ) Chemical Nsrns: N.A. Proprietary Blond Formula: N.A. Blended Product Hazard Ciao: ORM.D D.O.T IDA N/A Flash Point (F): Naha to Bong Flammable Limits; Not EsL Unusual Rre & Explosion Hazards Heated product may liberate tostctumee. Wear self contained breathing apparatus. Heated product may also form explosive mbctures In air. Remove from fire area or if not poaslbie keep cool. Route(a) of Entry_ Inhaletion:No SIdn;Yes Ingeation:Yes Threshold Limit Value: Not Est_ Erode of overexposure: May cause skin and eye Irritation. if Ingested may cause gastric end mucasat damage. Emergency & Flret Aid Procedures: For Eyes: Flush with caster for at least fifteen minutes. Get medical aid. For Sidn: Thoroughly wash vAtli soap and water. if irritation presto get medical std. H Ingested: Do not induce von:king. Give milk, gelatin, egg Whiten:, or a large quantity of water. Get Immed:us medial aid. Conditions Aggravated by Expoeurs: May aggravate any pre pulmonary cond:tiori. Listed Carcinogen, Mutegsn, Tsratogen (Ingredient, Sautes, Amount): None Steps to be taken N rn*tedsl is released or spilled: Venti- late area and rowntalneri2e by mopping, wet vaouurn, or the use of s suitable absorbent. Waste disposal me rived: Follow local, hate, and federal regulations. SECTION 9- SPECIAL PRECAUTIONS Precautions to be taken in handling and storage: Store between 40° and 120C F. Other Precautions; Keep out of reach of children. For sale to, use and storage by service personnel only. The information contained in thb MSDS was obtained from a"ef t and reliable sorsea.% homev& the data 1 provided without are warrenly, expressed or Impied, regarding its o xyad m,aa or accuracy. since the Co flak cr handing, storage and disposal of Ur product are beyond the control c* company, a is trot rsaponsiblo for lose, Injury and eapenaa wiling out d the product's trop e:par use. No warranty. a: premed or Warred. regarding ma th ct descried l theRp WI this orto S stud be created g Warred by ele in ma M9D8. Various pmere ent agencies stay:t rs�r specific le. product which may hat be covered by this MSDS. The user is reaponslblo tar full cam:Mance. • Tilt BUG OUSTER la a trademark of Visible Solutions Inc. SECTION VtI - Precaution* for Safe Handling and Ulm Stops to Be Taken (n Case Material Is Released or apWod: USE ABSORBENT SWEEPING COuPO1lND TO SOAK UP MATERLAL, DISPOSE AS HAZARDOUS WASTE„ VENTILATE AREA, COVER SPILL WITH ALCOHOL FOAM, PUMP LIQUID INTO OR M FOR DISPOSAL Waste Disposal Motfwe: DISPOSE OF AS ORDERED BY STATE, LOCAL. OR FEDERAL REGULATIONS Pntcaudons to be Taken In Handling sod Stortng: KEEP AWAY FROM HEAT, SPARKS, OR OPEN FLAMES, STORE BELOW 120 DEG F. Od l,r Precautions: NONE - SECTION VIII • Control Measures Respiratory Protection (,Specify Type): GENERAL Ventilation: Machaniol (General) Protsctlrs Gloves: RUBDelt GLOVES Eyr Protection: CHEMICAL SPLASH GOGGLES Other Protective Clothing or Equlpment LONG SLEEVES AND LAND PANTS/RUBBER APRON WorldHyglunlc Practice:; DO NOT SMOKE WHILE SPRA$ING/WASH HANDS AFTER USE First Alec EYES - krur»dlafely Hush vrh water for 16 minutes. Gat Medical Mention. SIQN • Wash with soap and water. Remove contaminated clothInO. INHALATION:. Remove victim to fresh air. If dlfllculty breathing. athrdnister melaon. INGESTION- Induce vomiting, one doeAer Material Safety Data Sheet May be used to campy with OSHA', Hazard communication Standard 29 CFR 1410.1200 Shndard must be vonauned far sneak requirements IDENTIFY (as used on label ano List) THE BUG Bt STXRTW Summer Windshield Washer Fluid SECTION I Manuracturers Name and Address: Visible Solutions, Inc. 24481 Detroit Road, suite 201 Cleveland, 01444145 SECTION V - Reactive Data Stability: STAKE Conditions by Avoid: inoompatlbIiity (Materials to Avoid): STRONG OXIDIZING AGENTS Fiaasardous Decomposition or By- Products CARBON MONOZIDE, FORELDEHYDE Hazardous Pcivmertredon WILL NOT OCCUR Conditions le Avoid: WA Product Hazard Summary: HEALTH DANGER' Effects may be delayed May bo harmful or fatal if mellowed, billeted or absorbed mrough skin. May be irritating to the ails, nice and respiratory tract. Over exposure nay cause temporary 1 blindness Emergency Telephone Number: Telephone Number for Information: Date Prepared; Signature of Primer (option* SECTION II • Hazardous Ingredients/Identity information Hazardous Components (Specific Chemical Identity: Common Name(a)) ACGH TLV Other Limited Recommended CASE No. METHANOL 6756-1 «ATE 7722.4&5 SECTION 10 - Physical/Chemical Characteristics Bolling Point WA Specific Gravity (1120 •1) .911 SOF Vapor Pressure (mmHg.) NIA Menem Pone nla Vapor Density (A1Rer1) 1.1 Evaporation Rate (Butyl Acetate n1) Fester Solubility in W.lcr:100% Molecular Formula: CH3OH a 1420 Appearance and Oda: GREEN N COLOR. SLIGHTLY ETHER -UKE ODOR U.S. Department of Labor Occupational Safety and Health Administration (NON.MANDATORY PORN) F e r n Auorvved OMB P1 .121B 0072 MAR 95 (440) 808-0135 (440) 8068135 March 1, 2001 %Volatile~ 8.0 Molecular Weight WA SECTION IV - Fire and EspIoeive Hazard Data Flash Pelnt (Method Used) 1S9F (TC:C) Rammable Limits: LEL• nla UE : Na EdktguishIng Medlin USE WATER FOG, DRY CHEMICAL OR CARBON =arm Specie! Rre R9hting Procedures': FIRE FIGHTERS SHOULD USE SELF - CONTAINED BREATHING APPARATUS AND WEAR FULL PROTECTIVE CLOTHING Unusual F and E p1esian Hazard= NEVER LJSE TORCH OR CUTTING TORCH NEAR DRUM BECAUSE PRODUCT CAN IGNITE SECTION VI - Health Hazard Dan Rowels) of Envy: Inhalation? YES Skin? YES Ingestion? YES Healer 14aamrds: (Acute) NGESTLON - Slightly Toxic SKINS/EYES - Sligi>ify to anodsrately irritating; 9/HALATION - Practically roon.tadc. Carcinogenicity: NOT CORED A CARCINOGEN Signs and Symptoms of Captain x HEADACHE, FATIGUE, NAUSEA AND BLURRING OF VISION Medical Conditions Generrr8y Aggravated by Expoeurac HEART DISEASE Emergency and First Aid Procedures: GIVE OXYGEN, INDUCE VOMmNC, GASTRIC LAVAGE WASH EYES AND SION rell WATER 51 {4isA''K�� Z w re 6 Ja 00 N � W = H • w w 0 2 g I • O �. w Z = I- O Z I— W 2 j O • - O 1— wW H • 0 O .. Z W U = O ~ Z SEND TO Compan Name: COV447Y7 _ r 4 44?p ft n,: el Attention: Ilifee I Date: z0 q Fax Number. Q173 t,- Phone Number; - / 7 . .35 Ld UkokariLZA _. Visible Solutions 24481 Detroit Rd., Suite 201 Cleveland, OH 44145 Phone: (440) 808 -9135 Fax: (440) 808 -9137 Number of pages, including cover sheet FACSIMILE COVER SHEET IDENTIFY (as used on label and List) SECTION 1 Ileaufadireals Nam and Adder= Vis>bAe Solutions, Inc . 244111 Detroit Road, ate 201 Cleveland, OH 44141 Material Safety Data Sheet • May be teed to comply with OSHA's Hazard C rvr wdrammen standard 29 CFR 1910.1201 Standard must bo consulted for spsdtic requirements WINTER WINDSHIELD WASHER FLU TIZIABREAICEItto 9119(2SF) Covered DY U.B. Mot No. 6,I32.619 & Canadian Paint No. 2,216.1018 SECTION fY - Hazardous ki r diem Thdendty Information Msaardo s Cornpenerds (Specific Chemical Identity: Common Name(s)) AGGNH TLV Other Lasted Recommended METHANOL WATER PROPYLENE GLYCOL SECTION 11- Pbysicai1Cnanie l Characa eristi= Belly Point B1.00 171F Specific Gravity (1520 =1) .s6 SOF Vapor Pressure Prentlg.) 40 IS a F Yelling Point nta Vapor Density WW1) 1.1 Evaporation Rae (Butyl Acetate =1) Faster Solubility in Water:100% AppNrano add odor: BLUE IN C iOR, SLIGHTLY "SWEET` ALOOHOLUC ODOR SECTION V - Reactive Data Stabtfdy STABLE Conditions to Avoid: bicamp y (Materials to Avoid): STRONG OXR71'f &G AGENTS Hazardous Deoonnpasidon or By- Produces: CARBON MOr11t uaDE. FORMELDEHYDE taazindotes Pahfinerization: WILL NOT OCCUR Conditions to Avoid: NM 1•ucY /vy1 r U.S. Department of Labor Occupational Safely and Health Admfdatratian (NON - MANDATORY FORM) Form Approved OMS No. 12184072 MAR 15 Pmdud Hazard summary: HEALTH DANGER! Effects may be delayed. May be harrdln or fatal If swallowed. Inhaled or absorbed through sttla- May bo irritating to the side, eyes and respiratory tract. Over expos nay cause tarnporary or permehent b6ndnesa E nergencp Telephone Number: two *09.8136 Telephonic Number for inionhation: (440)101.8136 Data Prepared August 3, 1999 of Przpar■rl is CASE No. 6756 -1 7732 -185 .6641 % Volatile: 24 SECTION IV - File and Explosive Hazard Data FIsSA Pont IMetnod Used): 101E (TCC) Flammable Limit= W.: eta U0.: * a AttoigMhon Temperature 4860 867E Eraigulshing Media: USE WATER FOG, DRY CHEMICAL OR CARBON DIOXIDE Special Foe Fighting Procedure= ARE FIGHTERS SHOULD USE SELF.GOWTA1NE'D BREATHING APPARATUS AND WEAR FULL PROTECTIVE oLOT11a1G lArasrra Ft+r and Hatards2 NEVER USE TORCH OR curnNG TORCH NEAR DRUM BECAUSE PRODUCT CAN IGNITE. 88G11001 VI - Health Hazard Data Route(s) of Entry: Inhalation? YES Skin? YES Ingestion? YES mead h Hazard= (Acute) INGESTION - Slightly Toxic; SKINS/EYES - Bushey to moderate* irritating; INHALATION - Praaicaily eau. Carcinogenicity: NOT CONSIDERED A CARCINOGEN Signs and Speplums of Exposure HEADACHE. FATIGUE NAUSEA AND 9uz itIG OF VISION Medical Conditions Generally Aggravated by Exposure HEART DISEASE Emergency and First Aid Procedure= GIVE O1tYGEN. INDUCE VOWING. GAME LAVAGD, WASH EYES AND Si WITH WATER z W a � a � O 0 W • I � w w 0 2Q = • a w z = o z I— W U 0 0— O I— W w o •• z W 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. iffpl 1 1 11 1 ll tiOg' ifig a 6 -n 1 Ntatenat Jam)/ Uata meet NV' i Material Safety Data Sheet 41a4 ,614 SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Havoline® Synthetic Motor Oil Product Number(s): CPS222100, CPS222101, CPS222102 Synonyms: Havoline® Synthetic Motor Oil SAE 5W -30, Havoline® Synthetic Motor Oil SAE 5W-40, Havoline® Synthetic Motor Oil SAE 10W -30 Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Road San Ramon, CA 94583 United States of America Transportation Emergency Response CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : lubemsds©chevrontexaco.com Product Information: 800 - LUBE -TEK MSDS Requests: 800 - 414 -6737 SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS COMPONENTS Synthetic hydrocarbons Zinc dialkyldithiophosphate CAS NUMBER Mixture 68649 -42 -3 70 -100 %weight 1 AMOUNT 1 - 5 %weight I SECTION 3 HAZARDS IDENTIFICATION IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact with the skin is not expected to cause prolonged or significant irritation. Not expected to be harmful to intemal organs if absorbed through the skin. Ingestion: Not expected to be harmful if swallowed. Inhalation: Contains a synthetic hydrocarbon oil. May cause respiratory irritation or other pulmonary effects following prolonged or repeated inhalation of all mist at airborne levels above the recommended mineral oil mist exposure limit. Not expected to be harmful if inhaled. Symptoms of respiratory irritation may include coughing and difficulty breathing. SECTION 4 FIRST AID MEASURES Eye: No specific first aid measures are required. As a precaution, remove contact lenses, if worn, and flush eyes with water. Skin: No specific first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution. get medical https: / /www.cbest.chevron.com/msdsSe ver /controller? module= com.chevron.lubes.msds.b... 5/12/20114 rage t 01 .Y! Matenal Satety Uata meet 1 .lLl/ u`tl 1 1.1•1 Page 2 of 5 advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory discomfort occurs. SECT1CIN 5 FIRE FIGHTING MEASURES FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Not classified by OSHA as flammable or combustible. NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 FLAMMABLE PROPERTIES: Flashpoint: (Cleveland Open Cup) 205 °C (401 °F) (Min) Autoignitlon: No Data Available Flammability (Explosive) Limits (% by volume in air): Lower: Not Applicable Upper: Not Applicable EXTINGUISHING MEDIA: Use water fog, foam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTION OF FIRE FIGHTERS: Fire Fighting instructions: This material will bum although it is not easily ignited. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self- contained breathing apparatus. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. Combustion may form oxides of: Nitrogen, Sulfur, Calcium, Phosphorus, Zinc . SECTION 6 ACCIDENTAL. RELEASE MEASURES Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. 'Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424 -8802 as appropriate or required. i SECTION 7 HANDLING AND STORAGE i Precautionary Measures: Keep out of the reach of children. General Handling Information: Avoid contaminating soil or releasing this material into sewage and drainage systems and bodies of water. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and /or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and /or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill. grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION B EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other httos://www.cbest.chevron.comimsd.sServericontroller?mnrinlrmen rhp rrnn h,he< mcAe 1, c /1 'MAIM z � w QQ � JU O O NO • LIJ J H U) u_ w 0 g u_? -a = _ z � 1— 0 w 0 U O 52 O F- wW �' O Z O z Material Satety Data Sheet substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS: Use in a well - ventilated area. PERSONAL PROTECTIVE EQUIPMENT EyelFace Protection: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: 4H (PE/EVAL). Nitrite Rubber, Silver Shield, Viton. Respiratory Protection: No respiratory protection is normally required. If user operations generate an oil mist, determine tf airborne concentrations are below the occupational exposure limit for mineral oil mist. If not, wear an approved respirator that provides adequate protection from the measured concentrations of this material. For air - purifying respirators use a particulate cartridge. Use a positive pressure air - supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. Occupational Exposure Limits: (Component Synthetic hydrocarbons hydrocarbons 1ACGIH Synthetic hydrocarbons I 1 OSHA Z - 1 TWA 5 mg/m3 Color: Amber Physical State; Liquid Odor: Petroleum odor pH: Not Applicable Vapor Pressure: <0.01 mmHg @ 37.8 °C (100 °F) Vapor Density (Air =1): >1 Boiling Point: >315 °C (599 °F) Solubility: Soluble in hydrocarbons; insoluble in water Freezing Point: Not Applicable Melting Point: Not Applicable Specific Gravity: 0.85 @ 15.6 °C (60.1°F) / 15.6 °C (60.1°F) Viscosity: 9.3 cSt @ 100 °C (212 °F) (Min) 115 mg /m3 STEL 110 mg/m3 r- Attention: the data below are typical values and do not constitute a specification. Ceiling I-41S1 r.ucd /u4r t - U41 ragC 131 3 IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin Irritation hazard is based on evaluation of data for similar materials or product Notation Ii- SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: Hydrogen Sulfide (Temperatures >149 °F (65 °C)) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION blips:// www .cbest.chevron.com/msdsServer/ controller? module =com.chevron.lubes.msds.b... 5/1 2/2004 rrwmrrs�rwrw arc ^. s+z+ea_2�. �.� . .. J� aMabrivebui� -��.II� ♦� • i r.ucdiugr r Material safety Data sneet age oI components. Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity: The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION: During use in engines, contamination of oil with low levels of cancer - causing combustion products occurs. Used motor oils have been shown to cause skin cancer in mice following repeated application and continuous exposure. Brief or intermittent skin contact with used motor oil is not expected to have serious effects in humans if the oll is thoroughly removed by washing with soap and water. SECTION 12 ECOLOGICAL INFORMATION ECOTOXICITY The toxicity of this material to aquatic organisms has not been evaluated. Consequently, this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is not expected to be readily biodegradable. SECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. Oil collection services are available for used oil recycling or disposal. Place contaminated materials in containers and dispose of in a manner consistent with applicable regulations. Contact your sales representative or local environmental or health authorities for approved disposal or recycling methods. SECTION 14 TRANSPORT INFORMATION it The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode- specific or quantity- specific shipping requirements. DOT Shipping Description: PETROLEUM LUBRICATING OIL IMO/IMDG Shipping Description: PETROLEUM LUBRICATING OIL (,SECTION 15 REGULATORY INFORMATION EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: NO 2. Delayed (Chronic) Health Effects: NO 3. Fire Hazard: NO 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01 -1 =IARC Group 1 03 =EPCRA 313 01 -2A =IARC Group 2A 04 =CA Proposition 65 01 -2B =IARC Group 2B 05 =MA RTK 02 =NTP Carcinogen 06 =NJ RTK 07 =PA RTK The following components of this material are found on the regulatory lists indicated. htttas: / /www.cbest. chevron. coml msdsServer /controller ?mnrinle =enm d wrnn bil,f-Q i-n* rh h c/1 o/lnnA z _ z Ce w 6 U O � ° W 11.1 3 w 2 u_? t = W — _ z � WO ui U� ON O I-- W w O z U = O~ z ABBREVIATIONS THAT MAY AVE BEEN USED IN THIS DOCUMENT: LTLV - Threshold Limit Value ITWA - Time Weighted Average STEL - Short-term Exposure Limit PEL - Permissible Exposure Limit CAS - Chemical Abstract Service Number CGIH - American Conference of Govemment`IMO /IMDG - International Maritime Dangerous Goods Code Industrial Hygienists t API - AmericanP tmleum Institute IMSDS - Material Safety Data Sheet CVX - ChevronTexaco NFPA - National Fire Protection Association (USA) DOT - Department of Transportation (USA NTP - National Toxicology Program (USA) IARC - International Agency for Research on Cancer OSHA - Occupational Safety and Health Administration Prepared according to the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (Z400.1) by the ChevronTexaco Energy Research & Technology Company, 100 Chevron Way, Richmond, California 94802. • material Jarety vata Jneei. Zinc dialkyldithiophosphate 03, 06 CHEMICAL INVENTORIES: All components comply with the following chemical inventory requirements: AICS (Australia), ELINCS(European Union), ENCS (Japan), IECSC (China), KECI (Korea), TSCA (United States). One or more components does not comply with the following chemical inventory requirements: DSL (Canada), PICCS (Philippines). NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right -to -Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified as follows: PETROLEUM OIL (Motor oil) WHMIS CLASSIFICATION: This product is not considered a controlled product according to the criteria of the Canadian Controlled Products Regulations. SECTION 16 OTHER INFORMATION NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 1 •YJY /YY1 1 U41 146c VjJ HMIS RATINGS: Health: 1 Flammability: 1 Reactivity: 0 (0- Least, 1- Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet 1-16 Revision Date: 02/16/2004 The above information is based on the data of which we are aware and is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modifications of the Information, we do not assume any responsibility for the results of its use. This Information is furnished upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. hops:/ /www.cbestchevron.com/msdsServer /controller? module= com.ehevron.lubes.msds.b... 5/12/2004 • ? Sv. ITYa' 4t! r,` d; tk°R!'C "!'45RSt;«n:..rtt.+a,w sw'x v z ,vemtv..4enrnS*".xY'n k41 - !4117 , 144 , e 14It°i434:11M, *.':#101110V14., w , iviatenat balmy tea : . eel Mate is SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Chevron Automatic Transmission Fluid DEXRONaIII /Mercon® Product Number(s): CPS226502 Synonyms: Automatic Transmission Fluid. DEXRON® - III, MERCON® Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States of America www.chevron- Iubricants.com Njra I() a Sheet Page 1 of 6 Transportation Emergency Response CHEMTREC: (800) 424-9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : lubemsds@chevron.com Product Information: (800) LUBE TEK MSDS Requests: (800) 414 -6737 1 SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS COMPONENTS J 1 Non - hazardous additive blend in refined oil j Mixture CAS NUMBER j AMOUNT 100 %weight SECTION 3 HAZARDS IDENTIFICATION i IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact with the skin is not expected to cause prolonged or significant irritation. Not expected to be harmful to Internal organs if absorbed through the skin. High - Pressure Equipment Information: Accidental high - velocity injection under the skin of materials of this type may result in serious injury. Seek medical attention at once should an accident like this occur. The initial wound at the injection site may not appear to be serious at first; but, if left untreated, could result in disfigurement or amputation of the affected part. Ingestion: Not expected to be harmful if swallowed. Inhalation: Not expected to be harmful if inhaled. Contains a petroleum -based mineral oil. May cause respiratory irritation or other pulmonary effects following prolonged or repeated inhalation of oil mist at airborne levels above the recommended mineral oil mist exposure limit. Symptoms of respiratory irritation may include coughing and difficulty breathing. [SECTION 4 FIRST AID MEASURES Eye: No specific first aid measures are required. As a precaution, remove contact lenses, if wom, and flush eyes with water. Skin: No specific first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. https: //www.ebest. chevron. corn/msdSServer /cnntrnlier?mrulnle enm r.hPI/ W1 h,1,Ac inn c•ao t, c» ') i)AAA z w Ce 6 JU O 0 U) o � u- w 0 g a co d � z = �0 U 0 O C O F- wW IL- O W Z co O ~ z Material safety Liam aneet Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution, get medical advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory'discomfort occurs. Note to Physicians: In an accident involving high - pressure equipment, this product may be Infected under the skin. Such an accident may result in a small, sometimes bloodless, puncture wound. However, because of its driving force, material injected into a fingertip can be deposited into the palm of the hand. Within 24 hours, there is usually a great deal of swelling, discoloration, and intense throbbing pain. Immediate treatment at a surgical emergency center is recommended. SECTION 5 FIRE FIGHTING MEASURES Leaks /ruptures in high pressure system using materials of thls type can create a fire hazard when in the vicinity of ignition sources (eg. open flame, pilot lights, sparks, or electric arcs). FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Not classified by OSHA as flammable or combustible. NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 FLAMMABLE PROPERTIES: Flashpoint: (Cleveland Open Cup) 178 'C (352 °F) (Min) Autoignition: No Data Available Flammability (Explosive) Limits (% by volume in air): Lower: Not Applicable Upper: Not Applicable EXTINGUISHING MEDIA: Use water fog, foam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTION OF FIRE FIGHTERS: Fire Fighting instructions: This material will burn although it is not easily ignited. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airbome solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. Combustion may form oxides of: Sulfur, Phosphorus . SECTION 6 ACCIDENTAL RELEASE MEASURES Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls /Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 4248802 as appropriate or required. SECTION 7 HANDLING AND STORAGE 1 Precautionary Measures: DO NOT USE IN HIGH PRESSURE SYSTEMS in the vicinity of flames, sparks and hot surfaces. Use only in well ventilated areas. Keep container dosed. Keep out of the reach of children. General Handling information: Avoid contaminating soil or releasing this material into sewage and drainage systems and bodies of water. Static Hazard; Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and/or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling. gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and /or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. Container Warnings: Container Is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be https: / /wwvv.cbest .chevron.com/msdsServer/ controller? module= com.chevrcm.luhes.m sc1s.h.. 5/17 /7004 dH rage t 01b s0 +'�q..yryY�K�ie�P M 1, Material Safety Data Sheet II "VW •..- -I .. 'tl 1 V11 Page 3 of 6 danberous..Do not pressurize. cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly,retumed to a drum reconditioner or disposed of properly. SECTION 8 EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS; Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances Special note: Do not use in breathing air apparatus or medical equipment. ENGINEERING CONTROLS: Use in a well - ventilated area. PERSONAL PROTECTIVE EQUIPMENT Eye/Face Protection: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: 4H (PE/EVAL), Nitrile Rubber, Silver Shield, Viton. Respiratory Protection: No respiratory protection is normally required. If user operations generate an oil mist, determine if airborne concentrations are below the occupational exposure limit for mineral oil mist(. If not, wear an approved respirator that provides adequate protection from the measured concentrations of this material. For air - purifying respirators use a particulate cartridge. Use a positive pressure air - supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. Occupational Exposure Limits: Component Non - hazardous additive blend in refined oil TWA ISTEL 5 mg/m3 d 10 mg /m3 5 mg/m3 Calling Notation (SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Attention: the data below are typical values and do not constitute a specification. Color: Red Physical State: Liquid Odor: Petroleum odor pH: Not Applicable Vapor Pressure: <0.01 mmHg @ 37,8 °C (100 °F) Vapor Density (Air = 1): >1 Boiling Point: >315.6 °C (600 °F) Solubility: Soluble in hydrocarbons; insoluble in water Freezing Point: Not Applicable Melting Point: Not Applicable Specific Gravity: 0.86 @.15.6°C (60.1 °F) / 15.6 °C (60.1°F) Viscosity: 6.8 mm2/s @ 100 °C (212 °F) (Mint SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and z a• w r: 2 JU O 0 N D U.I 1— U) u_ w 0 IL co � = a I— W Z Z O • N o w W ..z 0 O~ z https: / /www.cbest. chevron. comh nsdRServer /enntrnllpr9mnrl»1 = nm rbx•I rrwi 1111,4.4 ...�,r.. t. [11 Art A Material SaTety Data Sheet • .- • r- ,. •■ .1 , _.,, handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong Acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: None known (None expected) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin irritation hazard is based on evaluation of data for similar materials or product components. Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity: The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION: This product contains petroleum base oils which may be refined by various processes including severe solvent extraction, severe hydrocracking, or severe hydrotreating. None of the oils requires a cancer waming under the OSHA Hazard Communication Standard (29 CFR 1910.1200). These oils have not been listed in the National Toxicology Program (NTP) Annual Report nor have they been classified by the International Agency for Research on Cancer (IARC) as; carcinogenic to humans (Group 1), probably carcinogenic to humans (Group 2A), or possibly carcinogenic to humans (Group 28). These oils have not been classified by the American Conference of Governmental Industrial Hygienists (ACGIH) as: confirmed human carcinogen (Al), suspected human carcinogen (A2), or confirmed animal carcinogen with unknown relevance to humans (A3). I SECTION 12 ECOLOGICAL INFORMATION ECOTOXICITY The toxicity of this material to aquatic organisms has not been evaluated. Consequently. this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is not expected to be readily biodegradable. SECTION 13 DISPOSAL CONSIDERATIONS Oil collection services are available for used oil recycling or disposal. Place contaminated materials in containers and dispose of in a manner consistent with applicable regulations. Contact your sales representative or local ( environmental or health authorities for approved disposal or recycling methods. SECTION 14 TRANSPORT INFORMATION The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g.. technical name) and mode - specific or quantity- specific shipping requirements. DOT Shipping Name: NOT REGULATED AS A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazard Class: NOT APPLICABLE DOT Identification Number: NOT APPLICABLE DOT Packing Group: NOT APPLICABLE Additional Information: NOT HAZARDOUS BY U.S. DOT. ADRJRID HAZARD CLASS NOT APPLICABLE. IMO /IMDG Shipping Name: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IMDG CODE https: //www. chest. chevron. com /msdsS /nnnrrnl1 r ?mnrinl A.o,►,-.+. 1 „1.0., MSSINEMISEMSBEEMSEEMEEMEMIMMITIATI Page 4 of 6 G /1n /n nn• . Matenal atety Data sneet Page 5 of 6 IMC /IMDG.Hazard Class: NOT APPLICABLE IMO /IMDG Identification Number: NOT APPLICABLE ( IMOflMDG Packing Group: NOT APPLICABLE SECTION 15 REGULATORY INFORMATION EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: NO 2. Delayed (Chronic) Health Effects: NO 3. Fire Hazard: NO 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01 -1 =IARC Group 1 03 =EPCRA 313 01 - 2A;IARC Group 2A 04 =CA Proposition 65 01 -2B =IARC Group 26 05 =MA RTK 02 =NTP Carcinogen 06 =NJ RTK 08 =PA RTK No components of this material were found on the regulatory lists above. 11 CHEMICAL INVENTORIES: AUSTRALIA: All the components of this material are listed on the Australian Inventory of Chemical Substances (AILS). CANADA: All the components of this material are on the Canadian Domestic Substances List (DSL). EUROPEAN UNION: All the components of this material are in compliance with the EU Seventh Amendment Directive 92/32/EEC. JAPAN: All the components of this product are on the Existing & New Chemical Substances (ENCS) inventory in Japan, or have an exemption from listing. KOREA: All the components of this product are on the Existing Chemicals List (ECL) in Korea. PHILIPPINES: This material contains components that require notification before sale or Importation into the Philippines. UNITED STATES: All of the components of this material are on the Toxic Substances Control Act (TSCA) Chemical Inventory. NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right - - Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified as follows: PETROLEUM OIL (Automatic transmission fluid) WHMIS CLASSIFICATION: This product is not considered a controlled product according to the criteria of the Canadian Controlled Products Regulations. SECTION 16 OTHER INFORMATION NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 HMIS RATINGS: Health: 1 Flammability: 1 Reactivity: 0 (0 Least. 1 - Slight, 2 - Moderate, 3 - High, 4 Extreme, PPE: Personal Protection Equipment Index recommendation, " Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet: 1, 2. 3, 5, 8, 9, 11, 14, 15 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV - Threshold Limit Value ITWA - Time weighted Average hops:// www .cbest.ehevron.com/msdaServer/ controller? module= com.chevron.lubes.msds.b... 5/12/2004 hops : / /www.cbcst. chcvron.com/mad5S Guar /controller? module =eom.ehevron.lubes.mads.b... 5/12/2004 z z VO to -3 _ 1— (J) u- w 2 QQ LL? co a = W z = - ZO � 0 U O — O I— wW 2 F- LLO .. Z w = 0 z Matenal Safety Uata Sheet Cuuro MateriaI rage 1 of 1 SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Chevron Delo® Extended Life Coolant/Antifreeze Product Use: Antifreeze /Coolant Product Number(s): CPS227804 Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States of America www.chevron- Iubricants.com Transportation Emergency Response CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : lubemsds @chevron_com Product Information: (800) LUBE TEK MSDS Requests: (800) 414 -6737 COMPONENTS Ethylene Glycol Diethylene glycol Sodlum 2- ethylhexanoat e CAS NUMBER 107 -21 -1 111 -48 -8 19766 -89 -3 AMOUNT 80 - 95 %weight 1 - 5 %weight 1 - 5 %weight l SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS SECTION 3 HAZARDS IDENTIFICATION tririririrfraribiThwirminrwirsir EMERGENCY OVERVIEW - HARMFUL OR FATAL IF SWALLOWED - CAUSES EYE IRRITATION - CONTAINS MATERIAL THAT MAY CAUSE ADVERSE REPRODUCTIVE EFFECTS BASED ON ANIMAL DATA - POSSIBLE BIRTH DEFECT HAZARD - CONTAINS MATERIAL THAT MAY CAUSE BIRTH DEFECTS BASED ON ANIMAL DATA - MAY CAUSE DAMAGE TO: - KIDNEY owwwrw- i++Jiii+i++ieriii iiiiii► di�YWNrii re4rriWiii•rrri rd•KiKiiJ.iiLHiK - r .wwrrrf httns: / /www.cbest. chevron. com /msdsServer/ controller? module .chevron.Iubes.msds.b... 5/12/2004 z � re w QQ � JU U N • w w o 2 g Q = • d w z= Zo w • w • 0 O • N ta f- w w o u. w z U = 0 z iviatenai ateLy uaia aucct I"401 I•YJI /V41 r - 1141 1C161. V1 1 Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. Spill Managehient: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls /Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424-8302 as appropriate or required. SECTION 7 HANDLING AND STORAGE Precautionary Measures: Wash thoroughly after handling. Do not breathe vapor or fumes. Do not get in eyes. General Handling Information: Do not taste or swallow antifreeze or solution. Keep out of the reach of children and animals. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and /or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and /or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. General Storage Information: Do not store in open or unlabeled containers. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid. liquid, and /or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill. grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION 8 EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities. and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS: Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below the recommended exposure limits. PERSONAL PROTECTIVE EQUIPMENT Eye /Face Protection: Wear protective equipment to prevent eye contact. Selection of protective equipment may include safety glasses, chemical goggles, face shields, or a combination depending on the work operations conducted. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: Natural rubber, Neoprene, Nitrile Rubber, Polyvinyl Chloride (PVC or Vinyl). Respiratory Protection: Determine if airborne concentrations are below the recommended occupational exposure limits for jurisdiction of use. If airborne concentrations are above the acceptable limits, wear an approved respirator that provides adequate protection from this material, such as: Air- Purifying Respirator for Organic Vapors, Dusts and Mists. Use a positive pressure air- supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. https : / /www.cbest. chevron. corn /msdsSeiver/ controller? module= cam.chevron.lubes.msrls.h... 5/1 7bnna Component Agency ACGIH TWA STEL Caine 100 mg /m3 'Notation } Ethylene Glycol Material , aiety Mita Jt1CCi Occupatlonal_Exposure Limits: SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Attention: the data below are typical values and do not constitute a specification. Color: Red Physical State: Liquid Odor: Faint or Mild pH: 8.1- 8.5 Vapor Pressure: 0.12 mmHg (Typical) @ 20 °C (68 °F) Vapor Density (Alr = 1): 2.1 Bolling Point: 108.9 °C (228 °F) Solubility: Miscible Freezing Point: - 36:7 °C ( -34 °F) Specific Gravity: 1.13 @ 15.6 °C (60.1°F) / 15.6 °C (60.1°F) Volatile Organic Compounds (VOC) : 91.2 %weightViscosity: 8 cSt @ 40 °C (104 °F) I - 4°i r.uooiu'n r ,.b.. 'J [SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: Aldehydes (Elevated temperatures) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin irritation hazard is based on evaluation of data for similar materials or product components. Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity: The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION: This product contains ethylene glycol (EG). The toxicity of EG via inhalation or skin contact is expected to be slight at room temperature. The estimated oral lethal dose is about 100 cc (3.3 oz.) for an adult human. Ethylene glycol is oxidized to oxalic acid which results in the deposition of calcium oxalate crystals mainly in the brain and kidneys. Early signs and symptoms of EG poisoning may resemble those of alcohol intoxication. Later, the victim may experience nausea, vomiting, weakn.ss, abdominal and muscle pain, difficulty in breathing and decreased urine output. When EG was heated above the boiling point of water, vapors formed which reportedly caused unconsciousness, increased lymphocyte count, and a rapid, jerky movement of the eyes in persons chronically exposed. When EG was administered orally to pregnant rats and mice, there was an increase in fetal deaths and birth defects. Some of these effects occurred at doses that had no toxic effects on the mothers. We are not aware of any reports that EG causes reproductive toxicity in human beings. https: / /www.cbest. chevron. com /msdsSi tier /controller? module =com.chevron.lubes.msds.b... 5/12/2004 nnI 1u LU WY 1 Y. 1 1J/7n1 I nvrf Matenal safety liata meet T -491 P•039/047 F -041 t as.. J VI I This product contains diethylene glycol (DEG). The estimated oral lethal dose is about 50 cc (1.6 oz) for an adult human. DEG has caused the following effects in laboratory animals: liver abnormalities, kidney damage and blood abnormalities. It has ben suggested as a cause of the following effects in humans: liver abnormalities. kidney damage, lung damage and central nervous system damage. 2- Ethylhexanoic acid (2 -EXA) caused an increase in liver size and enzyme levels when repeatedly administered to rats via the diet. When administered to pregnant rats by gavage or in drinking water, 2 -EXA caused teratogenicity (birth defects) and delayed postnatal development of the pups. Additionally, 2 -EXA impaired female fertility in rats. Birth defects were seen in the offspring of mice who were administered sodium 2- ethythexanoate via intraperitoneal injection during pregnancy. I 12 ECOLOGICAL INFORMATION ECOTOXICITY The toxicity of this material to aquatic organisms has not been evaluated. Consequently, this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is expected to be readily biodegradable. SECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet the criteria of a hazardous waste as defined by US EPA under RCRA (40 CFR 261) or other State and local regulations. Measurement of certain physical properties and analysis for regulated components may be necessary to make a correct determination. If this material Is classified as a hazardous waste, federal law requires disposal at a licensed hazardous waste &:osal facility. SECTION 14 TRANSPORT INFORMATION J The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations. for additional description requirements (e.g., technical name) and mode - specific or quantity- specific shipping requirements. DOT Shipping Name: NOT REGULATED AS A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazard Class: NOT APPLICABLE DOT Identification Number: NOT APPL:C /.BLE DOT Packing Group: NOT APPLICABLE Additional Information: Bulk shipments '.vith a reportable quantity (5000 pounds) of ethylene glycol are a hazardous material. The Proper Shipping Name is: Environmentally Hazardous Substance, Liquid, N.O.S. (ethylene glycol), 9, UN3082, Ill, RQ (ethylene glycol). IMO/IMDG Shipping Name: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IMDG CODE IMOI1MDG Hazard Class: NOT APPLICABLE IMO/IMDG Identification Number. NOT APPLICABLE IMO /IMDG Packing Group: NOT APPLICABLE (SECTION 15 REGULATORY INFORNIA " lc.'� EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: YES 2. Delayed (Chronic) Health Effects: YES 3. Fire Hazard: NO 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01- 1 =1ARC Group 1 03 =EPCRA 313 https : / /www.cbest.chevron. cam /msdsSccrver/ controller? module com.chevron.Iubes.msds.b... 5/12/2(104 WO Om,; sorrrrs z w ft _i 0 0 w 1- � U w 0 2 g Q co = d I-- w Z I— 0 Z I- 0 O N w w • O w z O ~ z matenat balmy Uata net 01- 2A Group 2A 01- 2B =IARC Group 2B 02 =NTP Carcinogen NEW JERSEY RTK CLASSIFICATION: Refer to components listed in Section 2. WHMIS CLASSIFICATION: Class D, Division 1, Subdivision B: Acute Lethality Class D, Division 2, Subdivision A: Teratogenicity and Embryotoxicity Reproductive Toxicity Class D, Division 2, Subdivision B: Chronic Toxic Effects Skin or Eye Irritation TLV - Threshold Limit Value STEL - Short -term Exposure Limit CVX _ ChevronTexaco NDA - No Data Available Less Than or Equal To 04 =CA Proposition 65 05 =MA RTK 06 =NJ RTK 07 =DOT Marine Pollutant 06 =P A RTK The following components of this material are found on the regulatory lists indicated. Diethylene glycol 08 Ethylene Glycol 03, 05, 06, 08 CHEMICAL INVENTORIES: AUSTRALIA: All the components of this material are listed on the Australian Inventory of Chemical Substances (AICS). CANADA: All the components of this material are on the Canadian Domestic Substances List (DSL). PEOPLE'S REPUBLIC OF CHINA: All the components of this product are listed on the draft Inventory of Existing Chemical Substances in China. EUROPEAN UNION: All the components of this material are in compliance with the EU Seventh Amendment Directive 92/32/EEC. JAPAN: All the components of this product are on the Existing 8 New Chemical Substances (ENCS) inventory in Japan, or have an exemption from listing. KOREA: All the components of this product are on the Existing Chemicals List (ECL) in Korea. PHILIPPINES: All the components of this product are listed on the Philippine Inventory of Chemicals and Chemical Substances (PICCS). UNITED STATES: All of the components of this material are on the Toxic Substances Control Act (TSCA) Chemical Inventory. Toxic Material - Very Toxic Material - Toxic Material - SECTION 16 OTHER INFORMATION NFPA RATINGS: Health: 2 Flammability :. Reactivity: 0 HMIS RATINGS: Health: 2' Flammability: 1 Reactivity: 0 (0- Least, 1 -Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, - Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet: 2, 8, 9, 15 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TWA - lime Weighted Average PEL Permissible Exposure Limit CAS Chemical Abstract Service Number NA Not Applicable Greater Than or Equal To https: / /www.cbest. chevron. corn /msdsServer/ controller' huodule =com.chevron.lubes.msds.b... 5/12/2004 s-qui r.uguiugr r-1.141 r agc u ut I Material 6atety meta uieet 1 .$uI 1 .utp,u.i r - YRI A ubv . v a it Prepared according to the OSHA Haz<.rd Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (2400.1) by the ChevronTexaco Energy Research & Technology Company, 100 Chevron Way, Richmond, California 94802. The above information is based on the data of which we are aware and Is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modifications of the Information, we do not assume any responsibility for the results of its use. This Information is furnished upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. https: / /www.cbest. chevron. com /msdsServer/ controller ?module= com.chevron.lubes msds.b... 5/12/2004 1ViaterlUl J itmely liuta Jl1CCL u.igb - WOP1k - 471 Material Safety Data SheeF' SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Chevron ATF +3® Automatic Transmission Fluid Product Number(s): CPS238200 Company identi`cntic' ChevronTexacc 3looal Lint Ica'its 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States pf An rice www.chevron- lubricants.com Transportation � Respvr.3£ CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Inforn.?riot, email : lubemsds'u��chevron.com Product Informatics: (800) LUBE TEK MSDS Requests: (600) 414 -6737 SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS COMPONENTS 1 Non - hazardous additive blend in refined oil SECTION 3 HAZARDS IDENTIFICATION IMMEDIATE Hi.ALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact wits the skin is not expected to cause prolonged or significant irritation. Not expected to be harrnful to internal organs 'a absorbed through tale slain. High - Pressure Equipment Information: Accidental high - velocity infection under t: skin cf materials cf this tips. may result in serious injury. Seek medical attention at once should an accident like : tis occur. The initial wound at the injection site may not appear to be serious at first; but, if left untreated, could result in disfigurement or amputation of the affected part. Ingestion: Not expected to be harmiLl if swallowed. Inhalation: Not expected to be harmful if inhaled. Contains a petroleum -based mineral oil. May cause respiratory irritation or othe r iionary effects fo'lowing prolonged or repeated inhalation of oil mist at airborne levels above. the recommencrrN' mineral all mist er.pos! re limit. Symptoms of respiratory irritation may include coughing and difficulty breathing. l SECTION 4 MST AID MEASURES i CAS NUMBER Mixture AMOUNT 100 %weight 1-401 r.ULL /u41 r rag=1 Ut V Eye: No speciiit.; ;irst aid measures are rec,ui ed. As a precaution, remove contact lenses, if worn, and flush eyes https ; / /www.c')::st. chevron. cam,' msdsServer /controller?module =com. chevron.lubes.xnsds.b... 5/12/7n114 z Et 0 00 N w= J I-- w gQ cn = a �. z I- -O w • 0 O • N O F- w w u' O Ili co c o 0 0 F.•. z Material sareiy ;Data :meet M [SECTION 5 FIRE FIGHTING MEASURES FIRE CLASSI 'iCA :Jib: OSHA Classifica : :or, (29 CFR 1910.1200: Hot classified by OSHA as flammable or combustible. NFPA RATING::: Health: 0 Flammability: 1 Reactivity: 0 FLAMMABLE PROPERTIES: Flashpoint: (Clave:znd Open Cup) 1 89 °C (356 °F) (Min) Autoignition: NDA Flammability (t- p :nt :i"►e) Ur, it;; volume in air): Lower: NA Upper: NA SECTION 6 ACC:MENTAL RELEASE MEASURES SECTION 7 H.'0: ^LING AND STOP/ G I - 4ai r.u4J,u9; ruai with water. Skin: No specific :first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution, get medical advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory discomfort occurs. Note to Physicians: In an accident involving high - pressure equipment, this product may be injected under the skin. Such an ec:c oent may result in a small, sometimes bloodless, puncture wound. However, because of its driving force, material injected into a fingertip can be deposited into the palm of the hand. Within 24 hours, there is usually a great deal of swelling, disco :oration, and intense throbbing pain. Immediate treatment at a surgical emergency center is recommended. Leaks/ruptures ;.r, nigh pressure system using materials of this type can create a fire hazard when in the vicinity of ignition sources !eg. open flame, pit n;,thts sparks, or electric arcs). EXTINGUISHING MEDIA: Use water fog, toam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTiOfv := ?GhTERS: Fire Fighting Jr.s.:.ructiiits: This mat:Jria: v41 Purr. although it is not easily ignited. For fires involving this material, do not enter any ;:nclosao or confines fire space without proper protective equipment. including self- contained • breathing appar- :!l.cs. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gasps including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes cor,:rustion. Combustion may form oxides of: Sulfur, Barium, Calcium . Protective Mene.ures: lin a': ;o'. ;::a; of gnition in vicinity of spilled material. Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination somare water cr groundwater. Clean up spill as soon as possible, observing precautions in Exposure Connr,ic /Person, :i ,7 roteciian. Us9 appropriate techniques such as applying non-combustible absorbent materials or pumping. Vvhere feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable coo :einers and dispose of in a manner consistent with applicable regulations. Reporting: Re... rr spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424 -8802 as ap-:r :. priate or requires Precautionary r - . :easuras: DC) NO USE r:iz7Fi PRESSURE SYSTEMS in the vicinity of flames, sparks and hot surfaces. Usd only in well ventilated areas. Keep container dosed. Keep out of the reach of children. General Hands .rfo: zna!ion: : nri ra , n;n sting soil or releasing this material into sewage and drainage systems and ::c•' == ,•.r �attrr. Static Hazard: :: :Cl,usi..iti charge :ray .a ; and create a hazardous condition when handling this material. To n:izard, ncriuirig and grounaing may be necessary but may not, by themselves, be sufficient. =;10o.�rations which have the potential of generating and accumulating an electrostatic charge hops: / /www.cc;lfr.rheirron.r_o ri /m.kl$St - ver /controller? module = com.chevron.lubes.msds.b... 5/12/2004 1 � Material Sate►• iitic•zt and/or a flamrrr • • : .. ^:.,�::s firc:iudi :ic :nit and container filling, splash filling, tank cleaning, sampling, gauging, switch ili`.erh3. mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For ' •:cr• ::..farme:ian, re's. to '....S !r +. Stanoard 29 CFR 1910.106, 'Flammable and Cornbustible Liquids'. Natior2i ire F :ot_. : :ti ^r. (;N1F►'.). 77, 'Recommended Practice on Static Electricity', and /or the American Petroierr: !n-'itute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightninc; and Stray Current::', Container War+lings: Cnrrrainer is not designed to contain pressure. Do not use pressure to empty container or it may rupture witi l explosive ;orce. Empty containers retain product residue (solid, liquid, and /or vapor) and can be dangerous. Dc. ••'•t pressurize, cut, iris le :, b..ezr:, solder, drill, grind, or expose such containers to heat, flame, sparks, static t._., i:i:y, or rather sorar :kls ignition. They may explode and cause injury or death. Empty containers shou!r! h '. ;:ompI tely dr Quire d. properly closed, and promptly returned to a drum reconditioner or disposed of properly. I SECTION 0 . : !^ __ ' C•f ~!_C. /F'i :}2 )t'AL PROTECTION l GENERAL COtt• : :ivriku►'t'1:1!riy: Consider the pc.tet:iia! ho) kids of this iriacerial (set Section 3), applicable exposure limits, job activities, and other substances in c, tier•: piace wrien'm:si jriing engineering controls and selecting personal protective equipment. if engineering co, r,r►;►s or wGr practices are not adequate to prevent exposure to harmful levels of this material, the personal protet:(',e equipment listed oe►ow is recommended. The user should read and understand all instructions ant.i l■rnitations supplied M:;: teat equipment since protection is usually provided for a limited time or under certain Cr.,. Special note: I:so r use in breathing air apparatus or medical equipment. Use in a well-v .. .:a PERSONAL Eye/Face No Tser:i_rl eye {:rr :tr:r :tion is normally required. Where splashing is possible, wear safety glasses with ci;!:: • :c. : :lc :_; r,: a good sr'.t%ty p: attic . Skin Protect•io. 'i►t spring ptai t;t corning is normally required. Where splashing is possible, select protective cicthi; ; :t ;•t:,:r:di;.e on conducted, physical requirements and other substances in the workplace. Suc.,:est�d materials for protec :trvo gloves include: 41-1 (PE/EVAL), Nitrite Rubber, Silver Shield, Viton. Respiratory resprri3ror;, pr • Ar.r.tion is normally required. If user operatic,:: rl.arerate an oil mist, determine if airborne concentrations are below the occupational exposure limit for minere: rt S.t :f cm, wee" . ° .n • :pr; ')N.ed respirator that provides adequate protection from the measured concentration ; •5 ,ai. ,a; - t,r•r; ►nq respirators use a particulate cartridge. Use a positive ►. ..:, . - .:N" r.ispi; titer in circumstances where air - purifying respirators may nat provide adequate prote' t .': ►. Occupational Component Non - hazardous :'. refined oil Non-hazardous . :. refined oil SECTION 9 AND C1-1E:; "ICAL PROPERTIES Attention: the :a:: typical .:,;as 2nd do not constitute a specification. Color: Rem Physical Stag . ,c;:i•.l Odor: Petrel :r pH: NA Si i. S•. • . .. : larr%. in i �� 1i • . IY. I•.•N !TINA NA �. :i'' 3.:- �5 erg /m3 '' 7 _.a • 1(5 rig/m3 1 7- STEL JCeiling 10 mg /m3 https: / /www.. • _ _r r .7;! ti ;r :.. t :�r.; ! ; r rerr conrroller? module =com.chevron.lubes.rnsrl c.h • Y•17, Wei r Uyr Page 3 of Notation s/1 9/9nna z ~z re - UO 6 wI N LL w g? =W = z e— ZO U� 0— 0 t— Ww LL .z w U= 0 z • Matenal Jalu:.. :�.:c:: Vapor Pressur cC.;: nm*.r.g 3 C Vapor Dens:0 ; '_ :. Boiling Poir..: •' • ; ';: tf 3 r) Solubility: h.:dro ^.arhohs ir :ioitr:•iip.. in water Freezing Point. Melting Point: i .-\ Specific Gr'av:1•, ':.3? ; � :i.6 (�3.it'r� 1C:.�;'C: (60.1 °F) Viscosity: 7.4 . ;c_::::r�' . x = ; (t ;r• SECTION 1tt :!,T..a.a.?l_iT`.' AND REACTMTY ..• , . w-te, ■••t1 1 119 Chemical 1:•bterial t::. :Is: ►•; .tred stable under normal ambient and anticipated storage and handling conc'.iri•, t.; p: ten - 1 : rst:Jre S.r,: i pressure. Incompatibilii•' '•'r' i •?r :ha • with strong oxidizing agents, such as chlorates, nitrates, peroxides, e-; Hazardous Produ;.r;: hytire.gen Sulfide (Temperatures >149 °F (65 °C)) Hazardous 'C r'.E pDly. ;=.rizatian will not occur. s SECTION 11 • :';: iCC_^. L. iNkcfl(",•f/iAaION c ubv t va 40 IMMEDIATE Eye Irritation: - i if': 6vt Yritazion hatGrt: is based on evaluation of data for similar materials or product components. Skin irritation kin ,r, atiJa !:: Paseo on evaluation of data for similar materials or product components. Skin Sensiti.:6t,•..n r•ia p.t:a. tuct toxicology ri ra available. Acute Derrroai • . •:n.:;ty. a;:utc •: :1 t.._ : ,•r:i1:1 ;y trazard is based on evaluation of data for similar materials or product con,ou:,s: •:r=. Acute Orai 'i ► :•_.: t) ::tie acute oral 1•: szard is based on evaluation of data for similar materials or product componens. Acute Irheitr ie . 1 11.-'' 3c' r !: .••,'rt;: r : `oxic!ty hazard is based on evaluation of data for similar materials or 71; ,. : ,•, ; :��,r ;� i:ti. ADDiT ON ?I. 'i\i:=O:zMATION: This product. e. .:.n , �t :e:i; �.:rr b r•::: ';•=ticl! may be refined by various processes including severe solvent extraction, severe hyorocrackinp, or se.t re: nydrotreating. None of the oils requires a cancer warning under the OSHA He :-:arc; , ::Flo 91 G.1200). These oils have not been listed in the National Toxicology Prog, =. ;Y: P) tnrual F :r:; •art n•ir have they been classified by the International Agency for Research on Cancer (ti• : ";t' • t7 1 :2'Cr: •.) <.rnic 1 7. t ; t' •?.: 0rc:rp.1), probably carcinogenic to humans (Group 2A), or possibly w ;r,i ; The mil:; have not been classified by the American Conference of Govemmenc : confirmed human carcinogen (Ai), suspected human carcinogen (A2), or cc,nt.r : i•elsvance to humans (A3). (1 SEC•!Or'I 12 . '+:t!• ► :'..t{, ;r1f :r4K • A: t ;QM ECOTOXICITY The toxicity nr �:,' -n ;:r ;I �r..cr ;tr3:'. - • ;� : - been evaluated. Consequently, this material should be kept out of r:ele :: • ;• :: :age :rnd all bodies of water. ENViROF: VIEI; .L. ..:'t This matori;,, i:.:. i • to '.:L- !SECTION Oil collection .. • : • ..r .• recycling or disposal. Place contaminated materials in containers and dispose • (•,n i•t: 1-.n9!i::?ble regulations. Contact your sales representative or local environr rr :uI or Iiealr; aut:iorities for aaprr•Ired disposal cr recycling methods. '1 https : / /cncn ;.. %'' • .r ^!.4.t- , : i.^ o: . !:rr::•:q ; :r.•cr.' *ntrnller? module= com.chevron.lubes.msds.b... 5/12/2004 Z ~ w 6 UO CO 0 U) ILI - F CO u_ w 0 2 g Q CO s • Z = WO • w n co O O H w w z w U= z ivtatentu 'SECTION 14. " r", EPCRA :11;I:•1ct..t :i-k3 cute) Health Effects: NO 2. Delayed i':h .i•. ri• v Itr• Eriixtt :;. 1�1: 3. Fire Hazare.:.:: 4. Sudden Rely: P; es -:.ire `1at;•�c� h!'� 5. React.v ty ••'•' 01 -1 =IARC 01 -2A =i k:: :a' :. • :r. 01 -2B =IARC 7 •' 02 =NTP Chemical invent. 313 Pollutant •i•. - .t' ! I;; rtgulatoy lists above. 1 • W7UI M71 I %/4 I Page 5 of 6 The desctiptio;. ' ray 11 = app :; tc.. _• Ii AI;:puir.g situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, ;;_•r;;;.;:;;;i ; t t:.l _�.:scria;ir� _ct..;rb,rlt:rltj a.y. technical name) and mode specific or quantity - specific shipping requires DOT Shippirty sr;I't: !:'L' f F EGUL :: ;'Lr:3 L.5 A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazar'c: APPLiCALL:. DOT Identi'ric ;.t. :•1� :� I r::' .E DOT Pack:": : !`.::1" .�: •'SIC ? .:i. E Additional �rtr:�:.. �or id.:.'T ri.A•', tDr..;u.- 3 I.J.S. DOT. ADR/RID HAZARD CLASS NOT APPLICABLE. IMOAMDr S!�� t.' `' I: "' r • - �:''.i!. :''L =C� .AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IMDG _ IMOIIMOG Hwt•r' ►'' ;i '• h ►:.' f 'lP : % =_l� IMO /IMDG NC ; • IMOAMDG ?act.. r NOT �,•_ P ._�'!' „�I_C' [,SECTION 15 2 =13 eLATOW !h'FCIfi't' &T:3N CHEMICA:L AUSTR.�rl..I..: _ •: :o:npor.e ^,ts or , :he) are listed on the Australian Inventory of Chemical Substances (AICS). CANADA: AI: tl _ Substance Not • r EUROPEAI•: ! ' Directive 92."2 KOREA: All '3 PHILIPPINES. Chemical Sun. ::1 : UNITED SIP.: thr - are on the Canadian DSL or have been notified under the New •'ioA F:eg : : :at ens. I'=u nave not yet been published in the Canada Gazette. .' :`.. :'�:%p: -: �:: : �I :r. :s material are in compliance with the EU Seventh Amendment or this ,::.'... •. '3r= the Existing Chemicals List (ECL) in Korea. 1 t: •s; cr mputi 9nts 't •:3 o; oduct are listed on the Philippine Inventory of Chemicals and :; of ::1e this material are on the Toxic Substances Control Act (TSCA) NEW J nse Under the Rip to- Knrr ;.1 r.. 33 G'r,apter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified es .: transmission fluid) WHMIS C! 4'- : ;' %•'i'! ='•;. This product 1;:;'iI c'v �� :��rri:'c ec. :ording to the criteria of the Canadian Controlled Products Regulationu ;. hops:!: ;�•;. . „ .:_ .. • e: /cotitrolier7module com.chevmn hiheC made /1 ?Mani! 2 Z rx w QQ � J0 00 0 1. W � F- Z �. I- O Z ~ n 0— W LL •• Z U rz O~ z , . ••• matericu NFPA HMIS RATING (0-Least, 1-31!•:;*r *- Chronic Ef the National Firs; ABBREViATIOt. TLV - "r: • STEL - CVX NDA • • • • ••• e • • .• .41•11•••■•• • ••••. 1•• •-••• -, .4 • .• Ow • ••-• 77 Us rr. SECTION . v.t •• ; •:..• - -ier:Itr: 1 rterninani:•: : • 4-E PPE:- Personal Protection Equipment Index recommendation, •.d v71ILI!.B • usir.g the guidelines or published evaluations prepared by ilrotec7.ion etssncialion (r•IFFA) or the National Paint and Coating Association (for HMIS ratings). • NA Not Applicable ▪ Greater Than or Equal To i-iAVt* LEEN SC J IN THIS DOCUMENT: • i • I 1■11.1.:1) TWA "" Time Weighted Average Lic PPL Permissible Exposure Limit CAS Chemical Abstract Service Number •.1.60 .00 V :he following sections of this Material Safety Data Sheet: 1-16 Prepared 2C'".•'''' 11..1 cr! ?- ....r•intinication Standard (29 CFR 1910.1200) and the ANSI MSDS he C.T Energy Research & Technology Company, 100 Chevron iiva• rage o or 0 The . abcparr. , I .7..vaeo 7.1t we are aware and Is believed to be correct as of the deal r; • - .3 4 n,;:. 7nfc-1. T:ny be applied under conditions beyond our control and with which . rd :Pirrcr: dir. 7. available subsequent to the date hereof may suggest %.ve dc rot assume any responsibility for the results of its use. This irtf.:. is fmnishad condition that the person receiving It shall make his own determinatk,. .. for his particular purpose. https://wwv,.•1.:. Jr 1, 5/1 717And z 1 1— Z re ILI 6 0 • 0 CO a CO W W • LL, u i 0 2 g 7:1 u_ < — C5 I— Ili Z 0 Z 1.11 u j 0 (j) 0 -- C W 7C 0 •z 6u co 0 z ?•••Sartnataufd' • • •-• le.+0•Vi :40447 • December 21, 2004 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Dear Mr. Swanson: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Structural Review Cendant Car Rental Group — Maintenance /Administration Building - D04 -402 15820 Tukwila International BI, Tukwila Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, 'UAL I Brenda Holt, Permit Coordinator encl xc: Permit File No. D04-402 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 November 10, 2004 Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy., #300 Burllingame, CA 94010 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -402 Cendant Car Rental Group, Inc. — Maintenance /Administration Building 15820 Tukwila International Boulevard Dear Chandler: This letter is to inform you that your application received at the City of Tukwila Permit Center on November 5, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani Spencer Permit Technician Enclosures File: Permit File No. D04 -402 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Please provide a complete compliance form and plan detail for the Washington State Energy Code lighting and envelop of the building. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 AFTER RECORDING RETURN TO: City Clerk City of SeaTac 4800 S. 188 St. SeaTac, WA 98188 -8605 Owner(s): Sterling Realty Organization, Co. City: City of SeaTac, a municipal corporation Abbreviated Legal Description: Section 22 Township 23 North, Range 4 East, W.M. 102 Parcel 1 of City of Tukwila Boundary Line Adjustment #L02 -046 per K. C. Recording #20021025900001 said boundary line adjustment is located in South 1/2 of the Southwest 1/4 together with vacated S 158th St & vacated Military Rd. S. per City of Tukwila Ord #1878 K. C. Recording #20021025000129 (full legal see Exhibit "A" on pages 6 and 7). Assessor's Property Tax Parcel Account Number(s): 222304 -9102 Reference Numbers of Documents Assigned or Released, if Applicable: N/A THIS AGREEMENT is made and entered into this l day of 2005, by and between Sterling Realty Organization, Co., hereinafter called the "Owfier ", and the City of SeaTac, a municipal corporation of the State of Washington, hereinafter called the "City ", on the following terms and conditions. WITNESSETH: AGREEMENT TO PAY FOR DEFERRED IMPROVEMENTS WHEREAS, the Owner is the owner of real property in the City of SeaTac, County of King, State of Washington, located at 15820 International Blvd. and more particularly described as shown on Exhibit "A:, attached hereto at the pages referred above (the "Property "); and PAGE 1 oo4 4o2-. • z Z w QQ � J U 00 N O J H N LL u1 0 g LL Q. = a . � z = I— 0 z I- w • w 0 O O - O F- wW L - 6 O ..z w 0 I z WHEREAS, the Owner has made application to the City of Tukwila for permits to make certain improvements and/or develop the above - referenced Property, which permits have been approved, subject to construction of specified off -site improvements to the City of SeaTac right - of -way frontage on S. 160 St. at Owner's cost; and WHEREAS, the Owner desires to defer construction of those required improvements and the City is willing to permit deferral subject to this covenant and the agreement contained herein; NOW, THEREFORE, based upon good and valuable consideration, the sufficiency of which is hereby acknowledged, Owner covenants and the parties agree as follows: 1. CONSTRUCTION OF IMPROVEMENTS The Owner hereby agrees and covenants to A. Dedicate a 15 ft. wide strip of land adjacent to the S. 160 St. right -of -way to the City of SeaTac which strip is 494LF, for right -of -way use together with a 10 ft. wide temporary construction easement area (the "Easement Area ") immediately adjacent to said right -of -way dedication. This will facilitate the City's construction of the deferred improvements. Upon and after such dedication, the Owner shall no longer have any responsibility for landscaping the dedicated area (exclusive of the Easement Area) but shall maintain it in accordance with the SMC 11.05.140. B. Pay to the City of SeaTac a sum of money ($157,867.58) equal to the estimated per linear foot cost of the improvements ($199.57 per linear foot 2007 dollars) times the frontage distance (494 LF) on S. 160th St. and the estimated per square foot face of a MSE (mechanically stabilized earth) wall with an average height of 4 feet for the frontage distance (494 LF) along S. 160th St. Frontage Improvement Costs: $199.57 per LF x 494 LF = $ 98,587.58 Wall Costs: $ 30.00 per SF Face x 1976 SF Face = $ 59,280.00 Total Estimated Cost to Be Contributed to a CIP Fund: $ 157,867.58 These funds shall be placed by the City of SeaTac into the City's Transportation Improvement Fund to be used on either or both of the following Capital Improvement Projects, subject to the terms of this Agreement: PAGE 2 :.s,:v3,tiGa ; 5;i'a,'.tv;, jiF sf+.,.' y? tkv. z $a;a.::,ci:r.' ^" ST-015 — 34 Ave. S. (from S. 160 St. to S. 176 St.). ST-122 — Military Rd. S. (from S. 160 St. to S. 179 St.). 2. DEFERRAL OF IMPROVEMENTS The City agrees to allow the Owner to defer the making, constructing, installing, and providing for the on -site and/or off -site. improvements identified and set forth in Paragraph 1B and 4 of this Agreement, provided that the Owner completes its obligation as described in Paragraph 1 within 30 days of the above date of this Agreement. 3. NOTICE AND TIME OF CONSTRUCTION The obligation of the Owner to make, construct, install and provide for the off-site' improvements ( "the Improvements ") described and set forth in Paragraph 4 of this Agreement shall be satisfied by the payment of funds, dedication of right -of -way, and granting of the temporary construction easement as described in Paragraph 4. The City shall use the funds to construct the Improvements at such time as the City constructs either of the projects listed in Paragraph 1 within the time frame of the City's current Transportation Improvement Plan or five (5) years from the date of this Agreement, whichever is sooner. If construction of the projects has not commenced prior to the fifth (5 anniversary of this Agreement, then in such event, the parties agree to either, at the Owner's election: (a) enter into a new Deferral Agreement (which new Deferral Agreement shall commence upon the termination of this Agreement) with exactly the same terms and conditions as set forth herein, except that the time limit for commencement of construction of the projects by the City shall be five (5) years from the execution date of that new Deferral Agreement, or (b) the funds plus accrued interest shall be returned to the Owner and the Owner shall design the frontage improvements along Owner's Property that fronts on 160 and provide the City with a bond for those improvements. The funds, plus accrued interest, shall be returned to Owner only in the following circumstances: (i) Construction of either of the projects has not commenced by the fifth (5 anniversary of this Agreement, and the Owner elects subsection 3(b) above; or (ii) The Owner elects subsection 3(a) above, and the construction of the improvements has not commenced during the five (5) year term of the new Deferral Agreement.. z _- ce w aa JU 00 CD W J = • w w 0 = • a Z = E--0 Z w U � O N o 1- w W Ili O = ~ z etllta4,u. �✓+.swrs�t 'u4W'iSAY.?A)i'.SAV.L PAGE 3 4. DESCRIPTION OF IMPROVEMENTS AND TEMPORARY CONSTRUCTION EASEMENT A. The off -site improvements, the construction of which is deferred by terms of this Agreement are described as follows: 494 linear ft. of portland cement concrete vertical curb and gutter; 494 linear feet of portland cement concrete sidewalk (minimum 6 ft. wide); commercial driveway approach (maximum width of 30 ft.); street trees (2.5" caliper as measured 4 feet above the ground at time of planting) (30 ft. on center); street lighting (150 ft. on center); landscape strip (minimum 5 ft. wide); 494 linear feet of 12" diameter storm drainage piping; type I catch basins (300 ft. on center); topsoil for landscape strip (minimum of 6" deep); seeding of landscape strip; 494 linear feet of mechanically stabilized earth (MSE) wall with Keystone or other equivalent facing and an average height of 4 ft.; asphalt concrete pavement (4 to 6 inches thick) to widen the existing paved road from the current'' /2 street pavement section of 22 ft. to a '/2 street pavement section of 28 ft.; 6" of crushed surfacing base and top course under the pavement and sidewalk sections; roadway excavation; traffic control; 494 linear feet of sawcutting of existing pavement; mobilization; clearing and grubbing of organic matter from the construction areas; and engineering and contingency. B. Grantor, the Owner, in consideration of mutual benefits for public use, does hereby grant to Grantee, the City, and its agents or assigns, the right, permit, license, and easement ( "Easement ") to use and occupy Easement Area described in Paragraph 1A above from date of the beginning of the City's construction of the off -site improvements described in Paragraph 1 and 4 above (the "Project ") until the completion of the construction pursuant to the timeline hereinafter described. Grantee shall notify Grantor in writing at least sixty (60) days prior to the commencement of the Project, which notice shall contain the timeline for the Project. Grantee shall complete the Project within that timeline, subject to events of force majeure. This Easement is being given under threat of and in lieu of eminent domain C. During construction of the Project, and to the extent that the City has to remove any portion of the secured fencing around the Property, then the City shall provide substitute security fencing for the duration of construction. At the completion of construction, the City shall reinstall the security fencing around the Property in materials and in the locations approved by Owner. D. Grantee does hereby release, indemnify and promise to defend and save Grantor harmless from and against any and all liability, loss, damage, expense, actions and claims, including costs and reasonable attorney's fees incurred by Grantor in defense thereof, resulting or arising directly or indirectly on account of or out of acts or omissions of Grantee or its servants, agents, employees or contractors in the exercise of the rights granted herein; provided, however, this paragraph does not indemnify Grantor against liability for damages arising out of bodily injury to persons or damage to property caused by or resulting from the negligence of Grantor or Grantor's agents or employees. PAGE 4 E. It is understood and agreed that upon completion of construction of the Project, Grantee or its agents shall restore the disturbed lands, at Grantee's sole cost, as nearly as possible to the condition immediately before the Property was entered upon by Grantee, including the security fencing referenced above. Such restoration work shall include, but not be limited to the z installation and/or replacement of irrigation facilities, plantings, landscaping and lighting fixtures = that were disturbed or destroyed; and the installation and/or replacement of drainage facilities. re 6 U U 0 5. AGREEMENT APPURTENANT AND BINDING ON SUCCESSORS cn 0 ui J This Agreement and the covenants, conditions, and terms hereof shall be appurtenant to, and shall run with, the real property described in Exhibit "A" of this Agreement, and shall be w 0 binding on the heirs, assigns, and successors in interest of the Owner. J LL Q 6. CHOICE OF LAW • w z !- This Agreement shall be construed in accordance with the laws of the State of z o Washington. In the event of any litigation regarding construction or effect of this Agreement, or the rights of the parties to this Agreement, it is agreed that venue shall be King County, 0 Washington. p O E- w w • U 7. COSTS TO PREVAILING PARTY LL_ In the event that either party initiates any action to enforce the terms and conditions of o N this Agreement, the prevailing party shall be entitled to reasonable costs and attorney's fees. o 1 — 8. LIDS. By Owner's performance of its obligations set forth in Paragraph 1 above, the City agrees that Owner shall have satisfied any and all assessments or obligations that may hereinafter be imposed pursuant to a LID formed with respect to either or both of the projects referenced in Paragraph 1, and that no special assessment shall be made against Owner with respect to any such future LID. 9. CITY'S APPROVAL OF TUKWILA PERMITS. The City agrees, upon full execution of this Agreement, to provide the City of Tukwila with written approval of the Owner's SEPA checklist, and to notify the City of Tukwila that the Owner has satisfied the City's requirements re: off -site improvements associated with Owner's project. PAGE 5 z 10. ENTIRE INSTRUMENT Exhibit "A ", and the improvements described in Paragraphs 113 and 4 of this Agreement, contain the entire understanding of the parties with respect to the matter set forth and herein and any prior or contemporaneous understandings are merged herein. This Agreement shall not be modified except by written Agreement executed by the parties hereto. IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective on the date and year first above set forth. By: Owner: Sterling Realty Organization, Co. avid Schooler President STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) City of SeaTac: Dale Schroeder, P.E. Public Works Director Approved as to Form: i. By: t1--1.- A-- �.5 Vs otot- City Attorney On this day personally appeared before me David Schooler, to me known to be the President of Sterling Realty Organization, Co., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of the said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN under my hand and official seal or stamp this 1 day of r 1 I 2005. P nt Name: NOTARY PUBL C in and for the St of Washington, residing at My commission expires: PAGE 6 .ey z z1 w re 2 J o 00 0) o CO ILI J = 2 LL w 0 g Q a . = W 1- _ 1- 0 Z 1- 111 uj U � O D- o 1-- w W LL u i z 0 Z STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day, personally appeared before me Dale Schroeder, P.E., to me known to be the Public Works Director of the City of SeaTac, Grantee herein, who executed the within and foregoing instrument, and acknowledged that the said instrument was signed as his free and voluntary act and deed for and on behalf of the City, for the uses and purposes therein mentioned, and stated that he was authorized to execute the said instrument for and on behalf of the City. GIVEN under my hand and official seal or stamp this i .s day of Pr; ( ,.,10c).5" , 2005. A> 1'/4..4.,-- - Print Name: Ste j . < 1,, G• & J �,� is , NOTARY PUBLIC in and for the State of Washington, residing at /4-0 s hoe r My commission expires: D 3— U 9 — 6? z z re w J 0 00 0 N J = • u_ . w 0 g J LL. Q = • a w • 1- 0 w 1- , w 0 O N O 1- W u .. z W U= 00 1— z EXHIBIT "A" LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE SOUTH 88 °38'54" EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 22, A DISTANCE OF 542.25 FEET; THENCE NORTH 01°21'06" EAST, 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00 °54'31" EAST, 202.01 FEET; THENCE NORTH 88 °38'54" WEST, 186.89 FEET; THENCE NORTH 17 °12'20" EAST, 155.93 FEET; THENCE NORTH 88 °38'54" WEST, 187.81 FEET TO A POINT ON THE EAST RIGHT -OF- WAY LINE OF PACIFIC HWY. SOUTH; THENCE NORTH 20 °06'06" EAST ALONG SAID EAST RIGHT -OF -WAY, 398.31 FEET TO A POINT ON THE CENTERLINE OF VACATED SOUTH 158 STREET; THENCE NORTH 51 °34'14" EAST ALONG SAID CENTERLINE OF VACATED SOUTH 158 STREET, 89.42 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 35 °51'14" EAST, 180.60 FEET; . THENCE CONTINUING ALONG SAID CENTERLINE NORTH 70 °59'44" EAST, 90.86 FEET TO A POINT ON THE CENTERLINE OF VACATED OLD MILITARY ROAD AND A POINT ON A NON TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 477.68 FEET TO WHICH A RADIAL LINE BEARS SOUTH 82°24'12" WEST; THENCE NORTHERLY ALONG SAID CURVE 68.35 FEET THROUGH A CENTRAL ANGLE OF 8°11'53"; THENCE LEAVING SAID CENTERLINE NORTH 39 °40'27" EAST, 31.97 FEET; THENCE NORTH 5 °59'59" EAST 4.51 FEET TO THE SOUTHERLY MARGIN OF S.R. 518; THENCE SOUTH 77'56'12" EAST ALONG SAID MARGIN 22.75 FEET; THENCE SOUTH 82 °02'59" EAST ALONG SAID MARGIN 324.59 FEET; THENCE SOUTH 56 °18'54" EAST ALONG SAID MARGIN 115.43 FEET; THENCE NORTH 89 °30'59" EAST ALONG SAID MARGIN 5.44 FEET; THENCE LEAVING SAID MARGIN SOUTH 00 °29'01" EAST 215.00 FEET; THENCE NORTH 89 °30'59" EAST, 7.50 FEET; THENCE SOUTH 00 °29'01" EAST, 118.18 FEET; THENCE SOUTH 46°53'12" WEST, 147.71 FEET; THENCE SOUTH 52 °02'06" WEST, 147.08 FEET; THENCE SOUTH 37 °57'54" EAST, 166.00 FEET; THENCE SOUTH 26 °58'59" EAST, 41.94 FEET; THENCE SOUTH 37 °57'54" EAST, 40.78 FEET; THENCE SOUTH 11 °21'06" WEST, 199.21 FEET TO THE NORTH MARGIN OF SOUTH 160 STREET; THENCE NORTH 88 °38'54" WEST ALONG SAID MARGIN 493.91 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT, THAT PORTION DESCRIBED AS FOLLOWS: PAGE 8 z ;= w re -J 00 0 ILI � LL w W a w F-- Z I- 1-- O Z U O N o �- w • w U O •• w O ~ z COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE SOUTH 88 °38'54" EAST ALONG THE SOUTHERLY LINE OF SAID SECTION 22, A DISTANCE OF 441.15 FEET; THENCE NORTH 01°21'06" EAST, 290.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 02 °09'44" EAST, 39.86 FEET; THENCE NORTH 87°50'16" WEST, 10.00 FEET; THENCE NORTH 02 °09'44" EAST, 72.30 FEET, THENCE SOUTH 87 °50'16" EAST, 10.00 FEET; THENCE NORTH 02 °09'44" EAST, 7.83 FEET; THENCE NORTH 87°50'16"WEST, 4.25 FEET; THENCE NORTH 02 °09'44" EAST, 11.30 FEET; THENCE NORTH 87°50'16" WEST, 36.00 FEET; THENCE NORTH 02 °14'55" EAST, 138.18 FEET; THENCE NORTH 81 °02'13" WEST, 10.37 FEET; THENCE SOUTH 02 °12'40" WEST, 4.17 FEET; THENCE NORTH 87 °47'20" WEST, 36.40 FEET TO A POINT OF A NON TANGENT CURVE, AT WHICH POINT THE RADIAL CENTER BEARS NORTH 89 °31'00" EAST, DISTANT 443.57 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 31 °19'16 ", AN ARC DISTANCE OF 242.48 FEET; THENCE SOUTH 62 °01'33" EAST, 38.04 FEET; THENCE SOUTH 27 °58'27" WEST, 3.94 FEET; THENCE SOUTH 68 °28'04" EAST, 35.96 FEET; THENCE SOUTH 61 °43'49" EAST, 23.86 FEET; THENCE NORTH 27 °58'32" EAST 4.58 FEET; THENCE SOUTH 62 °01'28" EAST, 48.19 FEET; THENCE NORTH 27 °58'32" EAST, 10.00 FEET; THENCE SOUTH 62 °01'28" EAST, 16.00 FEET; THENCE SOUTH 27 °58'32" WEST, 10.00 FEET; THENCE SOUTH 62 °01'28" EAST, 23.50 FEET; THENCE SOUTH 27 °58'32" WEST, 12.47 FEET; THENCE SOUTH 61 °58'40" EAST, 62.10 FEET; THENCE NORTH 28 °01'20" EAST, 10.00 FEET; THENCE SOUTH 61 °58'40" EAST, 6.30 FEET; THENCE SOUTH 28 °01'20" WEST, 10.00 FEET; THENCE SOUTH 61 °58'40" EAST, 28.36 FEET; THENCE SOUTH 15°09'13" WEST, 90.38 FEET; THENCE SOUTH 87°45'12" EAST, 8.23 FEET TO A POINT ON A CURVE, AT WHICH POINT THE RADIAL CENTER BEARS SOUTH 02 °14 "48" WEST, DISTANT 31.28 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 150 °04'49 ", AN ARC DISTANCE OF 81.93 FEET; THENCE SOUTH 02 °06'21" WEST, 41.27 FEET; THENCE SOUTH 87 °53'39" EAST, 10.70 FEET; THENCE SOUTH 02 °06'21" WEST, 21.20 FEET; THENCE SOUTH 87 °53'39" EAST, 10.00 FEET; THENCE SOUTH 02 °06'21" WEST, 3.50 FEET; THENCE NORTH 87 °53'39" WEST, 10.00 FEET; PAGE 9 z O 0 N D u) 11J _11- � u- w o 2 gQ = � w z = ►- z ,- LU U o co 0- Di- al ui LL z w z tii.':•�,`',i.v: � .i;:.a`.idp uf'?4' $uj'`i(Ji� :!. � 'Nina/ 4,44i `A 1.4 • THENCE SOUTH 02 °06'21" WEST, 36.59 FEET; THENCE NORTH 87 °53'39" WEST, 10.67 FEET; THENCE SOUTH 02 °14'47" WEST, 3.01 FEET; THENCE SOUTH 87°45'13" EAST, 10.00 FEET; THENCE SOUTH 02 °14'47" WEST, 65.68 FEET; THENCE NORTH 87°45'13" WEST, 10.00 FEET; THENCE SOUTH 02 °14'47" WEST, 52.53 FEET; THENCE NORTH 87 °48'31" WEST, 119.82 FEET; THENCE SOUTH 02 °11'29" WEST, 10.00 FEET; THENCE NORTH 87 °48'31" WEST, 3.40 FEET; THENCE NORTH 02 °11'29" EAST, 10.00 FEET; THENCE NORTH 87 °48'31" WEST, 97.81 FEET TO THE TRUE POINT OF BEGINNING. ALSO EXCEPT ANY PORTION THEREOF LYING NORTHERLY OF THE SOUTH MARGIN OF SECONDARY STATE HIGHWAY NO. 1/L AS DESCRIBED IN KING COUNTY SUPERIOR COURT CAUSE NO. 545600. • - ALSO EXCEPT ANY PORTION THEREOF LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 285 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTER LINE OF SR 518, RIVERTON HEIGHTS: SR 509 TO SR 5; THENCE SOUTHEASTERLY PARALLEL WITH SAID CENTER LINE TO A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS H.E.S.) 128 +00; THENCE SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 131 +40 AND A DISTANCE OF 245 FEET SOUTHWESTERLY THEREFROM; THENCE CONTINUING SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 132 +50 AND A DISTANCE OF 280 FEET SOUTHWESTERLY THEREFROM; THENCE EASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 137 +35 AND A DISTANCE OF 170 FEET SOUTHERLY THEREFROM; THENCE EASTERLY PARALLEL WITH SAID CENTER LINE TO H.E.S. 140+00 AND THE END OF THIS LINE DESCRIPTION. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO RIGHTS, TITLE, EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD OR WHICH ATTACH THERETO BY OPERATION OF LAW. PAGE 10 Kts':t, ti s,Litr.`:;YrSb';y:«kgiW;a? .:" �,, d,•,irs+6x z ;-w re O 0 • 0 LIJ ILJ 1- w 2 �Q i I--w Z = I0 - uj • 0 O N oF- w w ▪ 0 . z w • CO O ~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 - 402 DATE: 8 - - PROJECT NAME: CENDANT CAR RENTAL SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued D PARTMENTS: B it ing Division Public Works n Complete TUES /THURS ROyTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 t/Z I l v , (� 7-< 6 l � Fire Prevention Structural Incomplete n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator Not Applicable No further Review Required n DUE DATE: 8-16-05 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: REVIEWER'S INITIALS: DATE: DUE DATE: 9-13-05 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2.28 -02 PERMIT COORD COP '. 1~ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 004 -402 DATE: 04 -18 -05 PROJECT NAME: Cendant Car Rental Group — Maint /Admin Bldg SITE ADDRESS: 15820 Tukwila Internatinal BI Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_after /before permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -19 -05 Complete F1( Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route kg Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -17 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY 13M Af ❑ Pla ping Division 0 Permit Coordinator X Not Applicable ❑ DATE: PLAN REVIEW /ROUTING SLIP PERMIT COORD COP ACTIVITY NUMBER: D04 -402 DATE: 03 -03 -05 PROJECT NAME: CENDANT CAR RENTAL - MAINT. /ADMIN BLDG SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS: 10$1 TS: 311-f 311-f Buna ngg Division Public Works ❑ APPROVALS OR CORRECTIONS: Fire Prevention Structural REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28-02 PERMIT COORD COPY im dzK+e4 4 -,s-o ❑ PI Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -08 -05 Complete [ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -05 -05 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4700C. ���ii Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: `'�''S • ACTIVITY NUMBER: D04 -402 DATE: 12 -16 -04 PROJECT NAME: CENDANT CAR RENTAL — MAINT /ADMIN BLDG SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # afterrbefore permit is issued DEPARTMENTS: n leL gyp if- - off Build' rig_ 'Divis on L7 Public Works 11f f PERMIT COORD COP( PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [] Incomplete ❑ Comments: ❑ PI nning Division Permit Coordinator DUE DATE: 12 -21 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)ITING: Please Route U� Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01 -18 -05 ❑ Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1-13 d 5 Departments issued corrections: Bldg N Fire ❑ Ping," PW Staff Initials: S'k'S Documents /routing slip,doc 2-28-02 PERMIT COORD COPY 0 z w re 2 00 w J 0 LL. cn = a � w Z = ZO LLI U u) o ff wW tL O Z U= O z ACTIVITY NUMBER: D04 -402 DATE: 11 -05 -04 PROJECT NAME: CENDANT CAR RENTAL - MAINT /ADMIN BLDG SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #after'before permit is issued DEPARTMENTS: � Buil Division t A -' -o- Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Th rs.) Complete ❑ APPROVALS OR CORRECTIONS: Incomplete REVIEWER'S INITIALS: Documents /routing slip,doc 2 -28 -02 t57o ,WC' /t" f — O Fire Prevention [� Planning Division Structural ❑ Permit Coordinator PERMIT COORD COPY DUE DATE: 11 -09 -04 61e Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -07 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: c+S;Yr.*Ca„� = aaia�wt Revision No. . Date I Received Staff Initials Date ( Issued Staff Initials ...r........ Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials ...r........ Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date ' Initials Staff Issued I Summary of Revision: Received By: PROJECT NAME: � >° <i� Car 2- 1 ,,, t ' VO Site Address: / .Mo T /(� Original Issue Date: CW?f //s Revision • i Date No. 1 Received l Summary of Revision: Revision No. Summary of Revision: P /oir -ds REVISION LOG Staff Initials Date Staff Received i Initials Received By: Received By: Date j - Staff Issued ! Initials (please print) Date Staff Issued I Initials (please print) (please print) 1 +.fi seli:e 4105;4: fia'4:diA44(4 J: Date: (13 City of Tukwila \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION: SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Project Address: t 5 `59,0 4 71 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C-/� �� ' 2- P9 Contact Person: I2---eN} 1 I �1- Phone Number: ,v g '69?). [ b0 Summary of Revision: Crry D AUG 1 5 2 0U5 Pk Riser CEN Steven M Mullet, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on $ "ism Z W 6 J0 00 to 0 J H U) W uJ 0 2 g co = ua Z F— O Z F— w U O O — 0 1-- wW u Iii z — 1 z REVISION. SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 gj " (}5 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: .PQ* 4DZ- 0 Response to Incomplete Letter # FIN Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C )IANT Project Address: 155 . 70 7) AA 1 i-rrE dV/T/O N P B L\ ( Steven M. Mullet, Mayor Steve Lancaster, Director Contact Person: M 1 C4-1 fk Ai?P 13 -GF-( Phone Number: 2D&' -523 - 3 76 Summary of Revision: Pe -vLS4k 5f to' u �> GQQ�P S�c�, — 3_24_05— erry teiv x , 41* 119, 9 Ir cENrER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5P-S' Entered in Permits Plus on 4 /"IFOS - \applications\forms- applications on Iinelrevision submittal Created: 8 -13 -2004 Revised: ra City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /mvw.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D04 -402 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: Cendant Car Rental — Maintenance /Admin. Bldg Project Address: 15820 Tukwila International Boulevard Contact Person: Chandler Eason Phone Number: Summary of Revision: COC -- 1 r' > CO-(2-.) El l r; `to ` 1 PlaC-1 i 5 W 1 .1 UeP't -.- 5 bs 5'D IA) D i Lw h TY1 ��.t4 *N m b2t1 02, fa L 'l I\ (=t1 \ applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 0t ° Q /0 YiP 69 ( 9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ol45 12( Entered in Permits Plus on .3'g rd NOV.19.20b4 1 :33PM BLLIIN,t< DEMATTEI ASSOC City of Tukwila Depamnent of Cohninunity Development 6300 Southcenter Bouleyerd, Suite #100 Tukwila, Washington 96166 Phone: 206 -431 -3670 Pax 2064431 -3665 Web site; Xttp: //wuw.ci.lukwilawwg, REVISION SUBMITTAL. Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: _ /J /w�� " Plan Cheek/Permit Number: D04 -402 ® Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cendant Cap Rental — Maintenance/Admin. Bldg Project Address:, 15820 Tukwila International Boulevard Contact Person: Chandler Eason Phone Number: 650'692 -9911 Washington State Energy forms will be Included in desigh -bulld mechanical, electrical and Summary of Revision: plumbing drawings. These drawings will be submitted by the general contractor, Chinn Construction, c- vc-,, s Wr 444 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: dr Entered in Permits Plus on /a — --44/ .li • oni� • app C reatcd: 8.13.2004 C • Ong on ' err* onsu 0' "Wi Yi 244" %.■••• 1 NO.024 P.3/3 Steven M Mulle>ti Mayor Steve Lancaster, Director RECEIVED PERMIT CENTER w; • +xM n rises•,: -• „E • -rte \ RECEIVED CN!NN CONSTPUCTION, LLC CONSTRUCTION SET 1/2 A cL4tr (REVISIONS 1/14/o5 A PLAN G4-EGK 2/25/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CENDANT CAR RENTAL GROUP, 16820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 DA. ti C. W 20457 AO SHEET 1 SI • A A.B. AC A.C. A/C A.D. ADJ. AGGR. AL. ALT. AMP. ANOD APR. APPROX. ARCH. ASPH. A.S.T.M. AUTO. B BD. BET. BIT. B.L. BLDG. BLK. BLKG. B.M. BM. BOT. BRG. BRK. BRZ. B.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CNTR. C.O. COL. CONC. CON T. CONST. CON TR. CPR. CPT. CSMT. CTR. CSK. C.W. CU. YD. D D.A. DBL. DEM. DEPT. DET. D.F. DI AG. DIM. DISP_ D.L. DN. DP. DPR. DR. DS. DW. DWG. DWR. E Anchor Bolt Acoustic Asphaltic Concrete Air Condittiontng Area Drain Adjustable Aggregate Aluminum Alternate Ampere Anodized Apron Approximate Architect Asphalt Am. Soc. for Testing Materials Automatic Board Between Bituminous Building Line Building Block Blocking Bench Mark Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flashing Cast Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Contract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Department Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Dampproofing Damper Door Downspou t Dumbwaiter Drawing Drawer E. East EXIST,(E) Existing E.A. Each E.B. 'Expansion Bo!t E. j. iE xpan sior: Joint EL EC. IE!ectic (al) ESE V. Elevatior EMER. Emergency ENAM. Enome ENC Enclosure ENGR. Enannee= E P. Electrical Pc ^& EO. Equal EQuicre^i Est r' ate 'EX C. Exccvate EX Ex cseC E1t Exterior E tc 7R. E xtr - ,:dec L M F F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick F.D. Floor Drian FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.H. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete F.O.M. Face of Masonry F.O.S. Face of Stud F.O.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTG. Footing FUR. Furring FUT. Future FR. DR. Fire Door G GA. Gauge GAL. Gallon G.B. Grab Bar G.C. General Contractor G.I. Galvanized Iron GKT. Gasket GL. Glass GR. Grade GR T. Grout GVL. Gravel GYP. Gypsum GSM Galvanized Sheet Metal H H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HDW. Hardware HDWD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I. D. IN. INS. INT. INTM. INV. J J. JAN. JT. K K. KIT. KO. KP. LG. LAE. LAM LAS_ L LKR ILL L T LW_ LBL HAS. MAX. MI . lwBAR • Joist Janitor Joint ABBREVIATIONS Inside Diameter Inch Insulation Interior Intermediate Invert Kip (1000 Ib.) Kitchen Knockout Kickplote Length Laboratory Laminate Lavatory Left Nond Locker Live Lood Light Lou vet Label Masonry Maximum 'Machine Bo t Moisture Barrier MBR. M.C. MECH. MED. MEMB. MET. MFR. MH. MIN. MIR. MISC. MLD. MOV. MRB. MT. MTL. MUL. MWK. N N (N) NAT. N.I.C. NOM. N.T.S. 0 Member Medicine Cabinet Mechanic (al) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale 0/ Over OA Overall OB. Obscure 0.C. On Center 0.D. Outside Diameter 0.F.C.I. Owner Furnished/ Contractor Installed OFF. Office OH. Overhead 0.H.M.S. Oval Head Metal Screws 0.H.W.S. Oval Head Wood Screw 0.J. Open Web Joist OP. Opaque OPNG. Opening OPP. Opposite P PAR. Parallel PART. Partition PAV. Pav (ed) (ing) (ement) P.C.C. Pre -cast Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE - FAB.Pre - fabricate (d) P.L.F. Pounds per Lineal Foot P.G. Plate Glass PKG. Parking PL. Plate P.LAM. Plastic Laminate PLAS. Plaster PLY. Plywood PNL. Panel PT. Point P.P. Ponderosa Pine PR. Pair PREFIN Pre - finshed PROJ. Project P.S.C. Pre - stressed Concrete P.S.F. Pounds per Square Foot P.S.I. Pounds per Square Inch PT. Paint (ed) P.T.D. Paper Towel Dispenser P.T.D. /R Paper Towel Dispenser/ Receptacle Paper Towel Receptacle Poly -Vinyl Chloride P.T.R. P.V.C. Q Q.T. Quarry Tile R R- Riser, Radius R.A.G. Return Air Griii R.B. Rubber Bose RB- T. Rubber The R.C.P. Reinforced Conrete Pipe R.D. Roof Drain R.D.F. Recessed Drinking Fountain RDWD_ Redwood REINF. Reiforce (d) (ing) REF. Reference REFR. Refrigerator REG. Register REV. Remove REO'D. Rewired RES. Resilient RET. Return REV. Revise (ion) R.F.G. Roofing RF.H. RFL. R.H. RM. R.O. R/W R.W.L. S S.A.R. Supply Air Register S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule SCR. Screen S.D. Storm Drain SECT. Section SH. Shelf (Shelves) SHO. Shore (d) (ing) SH T. Sheet SHTH. Sheathing SKL. Skylight SL. Sliding SIM. Similar S.N.D. Sanitary Napkin Dispenser S.N.R. Sanitary Napkin Receptacle SNT Sealant S.P. Soundproof (ing) SPC. Spacer SP.D. Soap Dispenser SPEC. Specification SPKR. Speaker SPL. Special SQ. Square S.S. Stainless Steel S.SK Service Sink ST. Street STA. Station STD. Standard STL. Steel STR. Storage STRUCT. Structural SUS. Suspended SYM. Symmetrical SYN. Synthetic SYS. System S. South T T. T &G T.B. T.C. TEL. TEM. THERMO. THK. THRESH. TOL. T.P. T.P.D. T.PTN. TR. T. SL. T. ST. T.V. T.W. TYP. U U.B.C. UND. UNF. UR. V V. VAC. VAR. V.B. VERT VEST. V.G. VIN. VNR. V.T. w w. w/ W.B. W.C. WD. WDW. W.G. W.H. 1Ni-i 6. W.f. w-u W/O w_ P. w. S. w c T W. YO. Yard Roof Hatch Reflect (ed) (ive) (or) Right Hand Room Rough Opening Right of Way Rain Water Leader Tread Tongue & Groove Towel Bar Top of Curb Telephone Tempered Thermostat Thick (ness) Threshold Tolerance Top of Pavement Toilet Paper Dispenser Toilet Partition Transom Top of Slab Top of Steel Television Top of Wall Typical Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Grain Vinyl Veneer Vinyl Tile West With Wood Bose Water Closet Wood Window Wire Glass Water Heater Wheel Bumper Wrought Iron Wire Mesh Without Water Proofing Water Stop 'wainscot Weigh t Wail to Wol! Welded Wee Mesh i <1) TENANT OFRCE DIMENSION TO CENTER LINE WORK POINT / DATUM POINT / CONTROL POINT CENDANT CAR RENTAL GROUP. INC. P_0_ Bow 612707. 3937 South 26th St Dollcs. TX 7526' (972) 453-4062 A TN: KARL S. WE 7.RA. ANN owe STERLING O . AN Z A TION P Box 91723. 600 16Oth Ave_ NE Bel evue. WA 98009 1723 (425) 455-8 A TT?t: hiCE LANCASTER • ARCHITECTURAL LEGEND DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO FACE OF FINISH STAIR DIRECTION COLUMN / GRID LINE ROOM NUMBER & NAME WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE P; ,e4 LAI ii1■4171/■ 4116 fAIZZA II WA 11111 PV/A1 II IP 7/4 11111 W,,. 1111 Mill 11111 IIlllluhtIIIIllI IIMI111■UhIl 111111111111111111111111111111 SCOPE OF WORK TENANT IMPROVEMENT AND REMODEL OF BOWLING ALLEY INTO CAR MAINTENANCE FAaUTY VATH ADMINISTRATIVE OFFICES. PROJECT TEAM ARCHITECT EARTH SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE BLINK DEMATTE; ASSOCIATES ARC1-li TECTS 1555 Boyshore Hwy_, Suite 300 Bur'"ngame, CA 94010 (650) 692 -9911 A& TIN: 01 ANOs..,ER EASON Ill STFIJCTLRAL C r ENGINEER: NG 180 Nickerson St. Suite 302 Seat*. WA_ 98109 (206) 285-4512 A TTNN: WI( WI'BLE • AO. 2 A1.1 DA2.1A DA2.1B A2.1 A2.1A A2.1B A2.1 AE A2.1BE A2.1 AF 1 BF A0.1 TITLE SHEET ARCHTECTURAL A4.1 A4.2 A6.1 A A6.18 A8.1 A9.1 STRUCTURAL a. b. c. d. NOTES SITE PLAN MAINTENANCE MAINTENANCE MAINTENANCE OVERALL FLOOR MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE MAINTENANCE TOILET ROOM MAINTENANCE MAINTENANCE DETAILS ACCESSIBILITY BUILDING PARTIAL DEMOLITION PLAN A BUILDING PARTIAL DEMOLITION PLAN B AND ADMINISTRATION BUILDINGS PLAN BUILDING PARTIAL FLOOR PLAN A BUILDING PARTIAL FLOOR PLAN B BUILDING PARTIAL ELECTRICAL PLAN A BUILDING PARTIAL ELECTRICAL PLAN B BUILDING PAR11AL FINISH FLOOR PLAN A BUILDING PAR11AL FINISH FLOOR PLAN B BUILDING ROOF PLAN BUILDING ROOM FINISH & DOOR SCHEDULES BUILDING EXTERIOR ELEVATIONS BUILDING EXTERIOR ELEVATIONS BUILDING TOILET ROOM PLANS & ELEVATIONS DETAILS BUILDING PARTIAL REFLECTED CEILING PLAN A BUILDING PARTIAL REFLECTED CEILING PLAN B DETAILS S1.0 STRUCTURAL NOTES S2.2 MAINTENANCE BUILDING FOUNDATION PLAN S2.3 MAINTENANCE BUILDING ROOF PLAN S3.0 CONCRETE SECTIONS/ELEVATIONS S3.1 CONCRETE SECTIONS/ELEVATIONS S3.2 CONCRETE SECTIONS/ELEVATIONS S3.3 CONCRETE SECTIONS/ELEVATIONS S6.0 CONCRETE DETAILS - - - ' - ?Zi be maw to the c . :: ' . "'::tee- filar approval AProval o/ Eau :(ding Division. require a new plan submittal ^.: f i-�c :;:de additional - JOt'aJ plan review . 1 1. Special inspection by Geomatrix, Geotechnicat Engineer of Record, shall be provided per I.B.C. Sections 1704.7 and 1802 for the following construction items: Site excavation and grading Verification of soil- bearing capacity Placement of structural fill and soil compaction Placement and compaction of foundation and retaining wall bockfill R E . -, IONS SPECIAL INSPECTIONS REQUIRED SHEET I4DEX DEFERRED SUBMITTALS 1) Design -build Mechanical, Electrical. and Plumbing design drawings_ 2) Life Safety System drawings. 3) Fire Sprinkler Drawings. 4) Exterior modifications (Separate Permit After SEPA & BAR Approval) 5) Fire Alarm System drawings 6) Design - drawings for the fiber_ reinforced - polymer composite systems. See structural drawings for system location and specification. COMM COVERIPMG 2003 INTERNATIONAL BUILDING CODE (SC) 2003 U14FORMM PLUMBING CODE (UPC) 2003 INTERNATIONAL MECHANICAL CODE (NC) 2003 NTERNATIONAL FIRE MOE (FC) 2003 WASHINGTON STATE ENERGY CODE. CHAPTER 51 -11 WAC BARRIER FREE ACCESS PER 2003 EC & MCC /AM13 A117.1 -1998 2003 WASHINGTON STATE VENTILATION & INDOOR Ali OU AU TY CODE PROECT DATA LATEST EDITIONS OF THE FOLLOWING_ NATIONAL ELECTRICAL CODE (NEC) MATKINAL FRE CODE (MSC) NATIONAL FIE PROTECTION AGENCY CODES MO STANDARDS (NFDA). (E) DIM( E MINK TIP( OF CONS1RUCIOPt OCCUPANCY: TYPE R - FULLY 3RNCLERED PER NFPA 8. COMMERCIAL OFFICE -- 9,715 ST_ _ 1 FLOOR (SEE A2.1 A & A2.18) S -1. CAR MAINTENANCE - 20.614 S.F. (NOT PiCLUDING 256 S.F. TRASH ENCLOSURt) TOTAL. 30.329 Sr. 14-3. FLIP STORAGE D15 I 13 BY Date: FII2 DOPY Permit No. J44b Plan review approval is subject to errors and omi, Approval of construction documents does not authorise the violation ► . y adopted code or ordinance. Renelpt of appro is ad w Il Ir i sdes0: City of Mkt& BUILDING DIVSION 2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items: a. Concrete construction: Continuous, see also Section 1704.4 b. Reinforcement at concrete construction: Periodic, see also Section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13 d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2 e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3 g. Structural welding of structural steel for single pass fillet welds less than or equal to 5/16 inch and floor /roof deck welds: Periodic, see also Section 1704.3 h. High - strength bolting of structural steel other than slip - critical: Continuous, see olso I.B.C. Section 1704.3 i. High - strength bolting of structural steel, slip-critical: Continuous, see also I.B.C. Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3 7) Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for tenant's Certificate of Occupancy. ',U M - r- 1 VINTY MAP U�V 17o4 • Fecefflo IciTY OF nom). AU6 ` 5 2110' PER}4 T CENTER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME - CA--94010 a TEL T_ (650) 692 -9911 . FAX (650) 692 -0181 1.1 A 4 ''4111. • • 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR ", "CLR" OR "HOLD" W/0 WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1 AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. m PLAN CHECK NOTES *1 Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of Occupancy. *2 Emergency lighting will be provided as required by I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting information and locations. *3 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M &D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi- heated spaces. See design /build mechanical drawings. *4 Doors 105, 104, 113, 114, 103, 115, 139, 140 and 102 shall be insulated to the minimum requirements of an S -1 Occupancy for a semi - heated space, per Washington State Energy Code Section 1310.2. *5 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings. 1)04- 4•621-, . IM • 5 Building andyrria for existing buidings Maintenance Facility The existing bowling 21,000 sq.ft and an allows a 19,000 sq.ft Allowable Building area 1, = 300% for single story buildings A =A A 100 A = 17,500 + 17,500 x 86.45 100 A = 17,500 + [ 15,128.75 ] + c 525 J A = 33,153,75 sq. ft. allowed Frontage increase per section 506.2 if i = ,QO x [ 100 x [ 762 842 BUILDING ANALYSIS uilding is 30,045 sq.ft and is a Group B occupancy with 8,502 sq.ft, S -1 Occupancy with (class III B fluids) occupancy of 543 sq.ft. All uses have a Type III construction. Table 503 e IIIB building with the allowable area increase shown below: increase for Maintenance Facility per section 506 "Area Modifications" A4 = 17,500 sq. ft. per Table 503, Type III B Construction for S- 1 occupancy (B occupancy has higher allowable square footage) + A, x l 100 + 17,500x 100 0.21 W 30 0 -25� J 30 Per 506.1 I 100 x [ 0.655J 1.33 If = 86.45 Note that W can be up to a factor of 2 per 506.2.1 exception 1 and 2. Building has fire sprinklers; existing heads will be relocated os required to comply with the coverage requirements for new tenant improvements. Building has the following setbacks: 1) 56' to the west property line (40' for new canopy) 2) 56' to the south property line 4) 10' -1" to assumed north property line centered between this building and the existing administration building (20' -2" total building separation) 5) 32' to ossumed east property line between this building and QTA building (64' separation) and 16' -10" north to assumed north property line between this building and administration building (33' --8" separation) except in a limited area where separation is 7' -9" (15' -6" total building separation) Building is a Type III building with two -hour fire rated exterior walls as required per table 601. The exterior walls are 8" thick concrete block; 4" concrete block is rated two hours per table 720.1(2), item 3. Where building separation is less than 10', exterior walls are fire rated one hour as required by Table 602 with 8" thick concrete block. Maintenance Building Occupancy separation wall: 1) Table 302.3.2 shows a required 3-hour fire rated barrier wall between an office, B occupancy, and o motor vehicle repair, S -1. 2) Section 302.3.2 exception allows a one hour fire rated reduction so that this rating would be dropped from a requirement of three hours to two hour fire rated barrier wall. 3) The fire barrier does not have to extend beyond the exterior foce of the wall since the wall meets exception 705.5.1 and the exterior wall will be fire rated one hour for a distance of 4' on both sides of the fire barrier wail. 4) The fire barrier can stop at the bottom side of a Type III building combustible roof sheathing or decks when roof construction meets section 705.6, exception 4 (no opening in roof deck 4' away from woll, roof has a class B rating and roof is constructed with a minimum of a Class B rating with 5/8" type "X" gypsum boordon 2x ledgers under combustible roof 4' -0" each side of the wall) Accessory uses In Mainterarice Facility (S-1 occupancy) Open office and closed office are within the Maintenance garage (S -1) area total 1,808 sq.ft. Total maintenance facility is 21,000 sq.ft. An accessory use area per section 302.2 is not required to be separated by a fire barrier when the accessory use is Tess than 10% of the total used area. 1,808/21,000 = 8.6X. Therefore the accessory office use within the Maintenance facility (S -1 occupancy) is allowed without a fire barrier. Two ■ existing construction define* IBC 2003 defines Type ll! construction in section 602.3 as "construction in which the exterior walls are of non - combustible material and the interior walls are of any material permitted by code. Fire- retardant - treated wood framing complying with Section 2302.2 shall be permitted within exterior wall ossemblies of two hours or Tess." All exterior walls are constructed of non- combustible material: concrete masonry units, concrete. storefront glass woll and frame, and metal doors and frames. All interior walls are constructed of material permitted by this code. Table 601 defines Type III B as having zero fire resistance rating for the structural frame, interior beoring walls, non - bearing interior or exterior walls and partitions, floor construction and roof construction. The existing building eeernents meets this requirement. The exterior bearing wolfs are required to be 2 - hour fire rated. The exterior wills of the Administration buJding are either 8" thick concrete wails or 8 thick Concrete Masonry Unit (CMU) wails. All 8" thick concrete walls are four -hour fire rated per table 720.1(2) material 4. All 8 thick CMU walls are 4 -hour fire rated per table 720.1(2) material ..Concrete masonry units. 4 CONSTRUCTION NOTES a w 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BOA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A -201, LATEST EDITION, SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS. OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY/MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPLIANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPUANCE WITH THE BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 20. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE. 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER /STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE F1RE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBLIES SHALL HAVE A U.L. APPROVED LABEL. ALL DOOR HARDWARE SHALL COMPLY WITH THE ADA SECTION "DOOR HARDWARE ". PROVIDE SIGNAGE FOR COMPLIANCE FROM THE INSIDE WITHOUT THE USE OF A KEY. SPECIAL KNOWLEDGE OR EFFORT. 24. ALL DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS. OR AS CLARIFIED Br BOA. UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE DETERMINED BY SCALING THE DRAWINGS. 25. DIMENSIONS ARE TO FACE OF STUD OR FACE OF nNtSH OR aNTERUNE OF COLUMN OR O NTERL:NE OF IMNOOw MULLION UNLESS OTHERWISE NOTED ALL NEW FINISHES ARE TO AL:GN 1M TH DOSING FINISHES WA THOU T EVIDENCE OF ADDITION UNLESS OTH(RWIIASE NOTED_ 26 . NC WOW DE FE C Tt V'E f C oNS TR'.1C TION OR QU AC rY, OR DEFICEN T .AN' RE QUIREI.* N T OF T!iE CONTRACT DOCUMENTS *L BE ACCEP TA LE IN coNsEOI.:ENO OF emo AN T'S OR BOA'S FAILURE TO DISCOVER OR POINT OUT SAO DEFECTS OR DEFICIENCIES DURING CONSTRUCTION DEFEC FIVE glow REVEALED voT9IN rr+E GU ARAN TEE PERIOD SHALL BE REPLACED BY WORK CONFOR •G TO TK CONTRACT. P40 PAYMENT. EITHER P AR TEAL OR FINAL.. SHALL BE CONSTRUED AS AN ACCEP TANICE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 2 CONTRACTOR SHALL PROMO( COMPUTE PRODUCT DATA AND RELATED PROJECT CLOSE OUT ORMATIC*4 APPROPRIATE RV CENDANT"S IrAJNITENANCE AND OPERATION OF PRODUCTS FURNISHED UNIDER THE CONTRACT_ GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE -YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND-RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEIUNG NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1-1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBUC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. (NOT USED) 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANU METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) Fl E 0 EWED FO SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF B I ' M �' OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN ' EVIEW.bOOOf1%SR113 12. A SEPARATE PERMIT IS REQUIRED FOR 8' -0" HIGH CHAI LINK SEP - 9 2005 SECURITY FENCE. 13. A SEPARATE PERMIT IS REQUIRED FOR THE ABOVE -GR TANK. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE OF 'VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL F1RE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. f13, 172, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR INDISTR1AL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL. SUBUIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, AND ONE FOR THE JOB SITE. (CITY ORDINANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, FIRE ALARM SYSTEMS, DUST COLLECTORS. FUEL STORAGE, ETC., REQUIRE SEPARATE PLANS AND PERMITS. PLANS TO BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO START OF INS . ALLATION. (CITY ORDINANCE NOS. 2051 AND 2047) 6. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED IN FINISHED BUILDINGS PER N.F.P.A. #10 (MINIMUM RATING 2A, ' OBC ). 7 BUILDINGS UT L;ZING STORAGE OF HIGH PILED COMBUSTVBIE STOCX ML L REQUIRE MECHANICAL. SMOKE REMOVAL PER ' APTER 23 OF THE 2003 INTERNATIONAL FIRE CODE. 8. NO BUILDING WILL BE OCCUPIED. B P EOPLE OR ' ERCH&N ISE. PRIOR TO APQROVAl ANO iNSPEC TIoN BY FIRE AND BUILDING DEPAR j'1A N TS. 9_ SPECIAL FIRE DEP AR TII N T PERMIT'S ARE REQUIRED FOR SUCH THINGS AS: STORAGE OF COMPRESSED GAS. CRY0aN'S, DRY CLEANING Puu4S. REP AR GARAGES, PLACES OF ASSEIUBL Y. STORAGE OF HAZ MATERIALS. FL.AMdABLE OR CaeuSTIBLE LIOU IOS OR SOLIDS. LPG. WIELDING AND CUTTING OPERATIONS. SPRAY PAaIS TING. ETC (INTERNATIONAL FIRE COPE SECTION 1 05) 1 a FIRE DEPARTMENT VE> *QI ACCESS IS REQUIRED To ; 50` OF ANY PoRnam OF AN EXTERIOR WALL OF TV( FIRST STORY. FIRE OEPARMI NT ACCESS RO■O'S N EXCESS OF 150' REQURE A TURN AROUND. FIRE DEPARTMENT ACCESS ROADS SHALL 9E NOT LESS THAN1 2C' ■DE WWI11H ANi uNOBSTRuCTED WEERTICAL. CLEARANCE OF I3'-C. (a TY aDNANCE NO. 2047) • D FUEL City Of Tukwi BUILDING 0 PERMIT BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME - CA -94010 U 7'8 (650) 692-9911 FAX (650) 692 -0181 DATE 11VVO4 CONSTRUC•flON SET x/29/05 � cur REVISIONS 1 ,Halos PLAN Q€GK NO. REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U 0 cc ° r J a) W O I- <0 Z Q Q JOB N+o 20457 A02 SHUT 2 OF It W 0 Z 2/M/O5 DATE hf- ,,: : . TLC' / � 4 / I / '• 7r CONSTRUCTION SET 7/2q/O5 A CLIENT REVISIONS 7/4/05 A DM MODIFICATION 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCMIG ACTIVITIES.. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT rAL GI ,OULEVAR[ DATE 1 .JIB ': 20467.07 All SHEET 3 OF II ps 16.684 square feet x 1 occupont/100 eq.ft 167 occupants hs/ Hilt 167 occupants require 5 toilets and 3 lavatories split equally (3 toilets and 2 lavatories Gooch between Yen and Women) Paola/ Iris YOE 4 toilets. 3 urinals and 5 lavatories (1 toilet and 1 lavatory is provided for QTA within this bulding) IU/C 6 toilets and 3 Lavatories (1 toilet and 1 lavatory is provided for QTA within this building) Ossigempy mildsalut 30.329 square feet x 1 occupant/100 sq.ft — 304 occupants asipied Walt 304 occupants require 8 toilets and 5 lavatories split equally (4 torts and 3 lavatories each between Yen and Women) GONG. SIDD 4ALK (E) KIOSK fir'" =r`.ri ►� ft. 4.111116.......- w 11 'to' imonimmAtize Ifr 1 1,; • G (N) ASPHALT PAVING • DEMOLISHED THEATER (SEE CIVIL) ---- (1+1) b" HIGH GONG. CURB TO PROTECT PED. WALKWAY (rrP) (N) 4 LON& WHEEL STOP (VP • EMPLOYEE 4 VISITOR PKG) (N) LANDSCAPING - SE E LAND. DAIS (TYP SHOWN SHADED DARK) (N) 6' -0" WIDE CONCRETE COLORED PEDESTRIAN SIDEWALK (5OOP44 HATCHED) /.� (W 6'„0" p I" H / RAISED CONCRETE COLORED PEDESTRIAN SIDEWALK • DRIVE /1. AISLE - SLOPE AG PAVING TO MEET (N) RAISED 51 (SHOWt4 HATCHED) MODIFY CURBS, LANDSCAPING i DRIVE AISLES AS RE P FOR FIRE TRUCK ACCESS AS SHOWN - SEE 51-1EET DAI.I 1 CIVIL (SHOWN DASHED) gib SCOPE OF 1AIOFrC EL CHARRO RESTAURANT eaC) SITE PLAN t ai 0 Q 04e9'3854, i8'15l' 0 (W FIRE DEPT &ATE TO RESTAIURANT SITE !l+ O • DOLLAR ANT -A -CAR QOM suRvE ' DATA pRopozry :.. 5►: TRIAD A560r.4ATE5. 04:12;+04 5sTE SIRVEY: CP SLRVElnlr6. (N) GATE - SEE FENCE PERMIT WASHINGTON STATE PATROL (N) FENCE 4 GUARDRAIL (TYP) - SEE FENCE PERMIT - 1ee i.eq' g 0 ! TRASH — re GNU riALL5 8 C44'JN 'SATES r/ Yee SLATS - SEE A2.IA IN6- SEE LAYD. DWI : "IWNCArED ,ors • ACCE56f.E RAMPS - SEE CIVIL MISS 5ICET :i0 rr ANGLE TRANEPORr TYPE SHALL OE M► TYPE :a coPeceaw R(TTATE 513.4111WLER LANDSCAP9415 - SYM BOL IIB-66 SEE LAMP D/156 N05'5q,g'E 451' N34'40'21"E 31.4/' 0 n L = 68.35' A = 8 ° 11 , 48 .1 R , 471.68' AGGE56 ca' IUDE (rri° SOWN 9C1tr 1174 N492 .... 374 Sq ; R-E-E T (E) 6ILLIAM CI : PER SURVEY ()) DRAIHA6E CULVERT (N) TRASH ENCLOSURE YV CNU WALLS 4 CHAIN LINK &A TM YM/ MOOD SLATS FIRE TRUCK ACCESS ROUTE - 20'-O• MIN. WIDE (TYP 5140014 DA5 W) 40 1.217'51b 4444' N8q''30VVE 5.44 NBq •30'5 - E 750' ter' 7541x1 40_115' STRIP ?V (W *fPE 0 LNM:SGAPE - SEE DYIf{ 5' -7 (iii) 5`-6' FIDE LAPOSCAPE STROP SEE LArt~ 75CAPE DIP PROJECT DATA Z0tINQ RC (REGIONAL COMMERCIAL) BUILDING BUILDING USE QCCUPANCY ADMINISTRATION OFFICE 8 (1 FLOOR) MAINTENANCE OFFICE (1 FLOOR) CAR MAINTENANCE GUARDBOOTH SECURITY (1 FLOOR) QTA CAR WASH. FUELING S -1 f 1 FLOOR) (5,916 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS APN5 PARCEL 1 222304 -9101 -02 PARCEL 2 222304 - 9015 -07 SITE AREAS BUILDINGS (E) LANDSCAPING (N) LANDSCAPING (E) PAVING (N) PAVING TOTAL SITE CANQPIES (E) CANOPIES (N) CAHOe1Es, CANOPY TOTAL PARKING DATA SQUARE BUILDING FOOTAGE MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20,614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUARDBOOTH (1 FL•. ) SHIJITLE PPM 1 GSM BICYCLE PARKING DATA SQUARE FOOTAGE 1 6.684 SF �JILDING ADMINISTRATION (1 FLOOR) MAINTENANCE 30.329 SF (1 FLOOR) QTA 8,365 SF (1 FLOOR) (INCLUDING CANOPY) PARCEL 3 222304 - 9001 ---03 QUARTER: SW 1/4 OF SW 1/4 PARCEL 4 222304 - 9102 -01 SECTION: 22 T41� IP• 23IV 49.510 SF BAWL_ 4E.. W.M. 124, 534 SF 27,928 SF 418,417 SF (INCLUDES TRASH ENCLOSURES OF 256 dt 186 SF) 3 SF 658,723 SF 8,508 SF 7.374 SF 15,882 SF 48 SF 8 S -1 U PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF 1 STALL / 333 SF BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS TYPE III TYPE V TYPE II PARKING STALL SIZES: ACCESSIBLE: VAN ACCESSIBLE: REGULAR: COMPACT: C AT1ON SQUARE FOOTAGE TYPE III 16,684 SF STALLS REQUIRED 30 21 51 1 SPACES BEQUIRED 1 SCOPE OF kIORK 1. LANDSCAPING (SEE LANDSCAPE DY465) 2. CIVIL (SEE CIVIL DPOS ) 3. EXTERIOR MODIFICATIONS TO ADMINISTRATION 4 MAINTENANCE BUILDIN65 SEE A2.1, A2.IA, A2.0 AND Al2.1 4. ADDITION TO MAINTENANCE BUILDING FOR FLUID STORA6E SEE A2.IA 5. METAL CANOPIES AT MAINTENANCE FACILITY. SEE A2.IA 6. SBaIRITY CANS. SEE AI .IE () 4 4.440 • 30.329 SF 49, 510 SF STALLS PROVIDED 31 23 53 1 SPACES PROVIDED 1 2 2 8' x 18' 11' x 18' 9' x 19' 8' x 16' REVIEWED ' CODE COMPLIANCE t o onu S ,P - 9 Z305 CfTY OF TUKMiA i� G 1 ` 2:10 . J PUGET cENTER cit of Tulcw1 BUILDING D1VLSION BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY *300 CA - 94010 U TEL (650) 692 -9911 IN FAX (650) 692-0181 NO 1 MATCH 1.1+ B DA2.1B A DA (E) RI AIL TO REMAIN i MAINTENANCE 1 0 _ _ 1 _ MIM11111111111.1111111111111111110 _ — (E) RAISED CONCRETE WALKWAY 4 STAIR TO REMAIN (SEE DA3.1) ✓ _ 50 1/2' O MB _ wrr�r _ M IMMOMIMMliliMpllimM DEMOLJTION NOTES 1. PERFORM ALL DEMOLITION WORK, REI/OVAL OR ALTERATION WORK, REQUIRED TO COMPLETE THE PROTECT IN FULL COMPLIANCE WITH THE KENT OF DIE ARCHITECTURAL DRAWINGS ADD SPECIFICATIONS. SEE A0.1. 2. CONTRACTOR SHALL ADHERE TO ALL CONSTRUCTION CODES. RULES AND REGULATIONS AS SET BY FEDERAL, STATE AND LOCAL CODES. 3. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK INCLUDING UTIUTY LINE LOCATIONS AND SERVICE. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING BUILDING CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT AND CAC IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONS 81 JTY OF THE CONTRACTOR TO REMEDY. BLJLDIIG PARTIAL DEMOLITION PLAN A MOM _ _ _ _ _ MIIIIIIIIMMr.i.r:r If 8' 4' -0" 4 ' -0" (R) - �` REMOVE (E) 6LUE AND SAND (E) CONCRETE FLOOR FOR (N) MAINTENANCE FLOOR (TYP) (R) YVH 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. CUTTING WORK SHALL BE DONE NTH MINIMUM DAMAGE TO SURROUNDING SURFACES WHICH ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR. SHALL BE REPLACED AT HIS EXPENSE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSFTE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. 6. EXISTING REMAINING CONSTRUCTION ADJACENT TO ANY OEMOUTION SHALL BE BRACED N COIiPUANCE 111114 ALL APPIJCAIRE SEEM AND BUILDING CONES. 7. CONTRACTOR SHALL REMOVE ALL PARTITIONS AS NOTED ON PLANS INCLUDING ANY OUTLETS AND SWITCHES. CASEWORK. GLASS, DOORS AND FRAMES WITH PARTITION. A11 REUSABLE MATERIALS DISMANTLED FROM EXISTING WORK SHALL BECOME THE PROPERTY OF THE BUILDING OWNER. CONTACT BUILDING MANAGER REGARDING STORING OR DISPOSING OF EXISTING MATERIALS AND DISPOSAL/REUSE OF EXISTING CONSTRUCTION. ▪ EMI/ IMM ▪ 1111.111110111•111111111MIIM Mb mow am. SEE A2JA FOR TENANT IMPROVEMENT GONWIRUGTION ALL PLUMBING 4 PLUMBING FIXTURES — CAP BELOW 10. CONTRACTOR SHALL EMPLOY ALL AVAILABLE TECHNIQUES FOR CONSTRUCTION NOISE AND DUST ABATEMENT. ('R) WALL (SHOWN DASHED) FOR (N) DOOR SEE STRUCTURAL (TYP. OF 4) 8. EXISTING DUCT WORK, PIPING, PLUMBING AND CONDUITS SHALL BE CAPPED AT POINT OF ORIGIN. ALL UNUSED UTILITY SERVICES WITHIN THE DEMOLITION AREAS SHALL BE DISCONNECTED. REMOVED AND CAPPED. THE LOCATIONS OF THE DISCONNECTED UTILITIES SHALL BE MARKED AND INDICATED ON RECORD DOCUMENTS. 9. ALL EXISTING TELEPHONE OR DATA CABLING NOT REUSED SHALL BE REMOVED TO POINT OF ORIGIN. 11. CONTRACTOR SHALL COORDINATE ANY ELECTRICAL, MECHANICAL, PLUMBING AND FIRE SPRINKLER WORK WHICH REQUIRES INTERRUPTION OF POWER, AND MECHANICAL WORK WHICH REQUIRES INTERRUPTION OF HVAC SYSTEM. 12. REMOVE ALL EXISTING FLOOR FINISHES, CARPET, PAD AND ATTACIIENT ACCESSORIES. ALL FLOOR PENETRATIONS (OUTLETS. HOLES. ETC.) SHALL BE FILLED SMOOTH PRIOR TO INSTALLATION OF FLOOR COVERING. EXISTING ADJACENT FLOORS AND WALLS NOT REMOVED. BUT AFFECTED BY DEMOLITION SHALL BE FULLY PREPARED FOR INSTALLATION OF NEW FINISHES. CONTRACTOR TO PREPARE ALL FLOORS TO RECEIVE NEW FINISHES. 6'-8" MD EMI MMIIIIMMISMIMMIIIIM ▪ Mel IMM II) (R) WALL ABOVE — COORDINATE MURAL REMOVAL WITH CITY OF TUKWILA I -0" 13. ALL EINISTING ELECTRICAL. N REMOVED TWILLS IS REQUIRED 10 ADO UGHT SWITCHES 10 BE RELOCATED IN WALLS 10 REMAIN. REMOVE ALL ELECTRICAL RI ON AND FLING PPM BACK 10 THEWED. OF ORION N AR WALLS THAT E DEMOU CABLING AND ALL TA 15. SEE SHEET ACM FOR CONSTRUCTION DOVES AND OQERAL NOTES. 16. PATCH AND REPAIR ALL WALLS AS DEEDED FOR NEW PAINT FINISH. 17. Pu (E) ELECTRICAL DER RuIBBN. AND HVAC rows 10 OE ROOM F NOT REUSED FOR 04) 1DIANT Ts SEE MEP DESIGN—auan 55' -IO" Qt) (R) DOOR r-OR (tU INFIll WAIL I REMOVE EXISTING ooMouriori LEGEND i ( EXISTING WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN EXISTING DOOR AND /OR WALL TO BE REMOVED. EXISTING DOOR TO BE RE -USED OR RETURNED TO BUILDING MANAGEMENT. PATCH & REPAIR FINISHES. • 1\, (t) MOOD FRAMED 1 RAISED FLOOR AND GRANLSPAGE BELOW TO REMAIN o14 Vi0017 FRAMED STAIRS 4 FLOOR (E) RAIL TO REMAIN R COMPLIAN ! Dom" BUILDING D 6 RECEIVED Y OF 1 %WaA AQG ` ZOO PEFarsTcents; BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY ,app CA - 94010 ■ TEL (650) 692 -9911 . FAX (650) 692 -01161 • ,.s CONSTRUCT1ON SET 7/2q/05 NO. REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACT1VIT1ES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U Z O cc 0 c•E Q z � ¢ °CC< 2 z<N EZgg C 2 1- a 0 DATE N�4 .,oa he 2057 DA2.1A SHEET 4 OF : DATE 1 a 4 • 1 • r.. 0 1 11 TENANT IMPROVEMENT for 1 1 1 1 1 1 1 1 1 1 L 1 411■11•11..iil • ••••■•• ••••••• MAINTENANCE BLDG e a A j DEMOLITION PLAN B CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWILA. WASHINGTON 98188 Id 1 / C"..) 1 L Cl (LD 1 0 0 L =MI = L H- AMIN& • ••■•■••• •IIMM 1/ LJ IF1 t 1 1 z F !/ 11, -J ' 1 ri r_ — l''ai i 11 \ / 1 1 II `,/ 0 1 1 11 , "\ 1 i _____ 14_ I- , - - — — - — — — r ...... __ , 1 _ , ___ 1 1 1 I 1 1 1 1 L ! 7 L I — — ----- — --I 11 N, 1 11 , N P- ' I /N 1 r....... jj 1 L__._i0?_,L__, i 1 • - = = =i = , — --) L L TTh 11 11 a.% 1 11111 4 —•*_ 4 =1, CD 0 2 0 I 0 > > r t;r 4 1 1 r 0 ' 411514MINIMININNIMINI■;111;11;4 IMMI• I••■• 1 1 1 1 1 1 1 1 _ ••••■••=11.. r . _a 1 1 1 1 1 1 1 MATCH lc* p L.NE C Al2.1 B A21B (() CANOPY - ❑❑❑❑ 00 OMB - - - - NISI .rlow IIIIM 1111i =; I •1111111111•1u111111IuiuuIliI• mo moo .. :: 111111111111111111 MI 1111111111111111111 11111111111111111111111 ...••• C I J 1 • Mal =UM MOW MOM M' • EiJ t 1 MATCH ED LSE B A28 A21A r (E) 1 :•. O (*t; REGYG0Nb ENCLOSURE M) GAWP" (. HAMi DASHED) (TY" SEE Al2.1 FOR ADP&ISTRATJON BULDNG SEE A213 FOR MA CE PLAZA ! • • • 1 (N) u . MAr1TENANcE AND ADP'1STRATION BLLDUIGS OVERALL FLOOR PL Vai • - - J . • • (E) CANOPY WO (tai GANG Y (9401114 Dom) MATCH LJNE C Al21 B A28 (E) CANOPY MATCH l.l\E B A28 A A2U � J -or 0 b I6 32 1)0141,14t) r �'� I� cry 2 PECEROECI aTY OF n *A 1 t .►� E PEAT CIENTEP BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *3O0 BURLINGAME - CA - 94010 Ell TEL (650) 692 -9911 FAX (650) 692 -0181 • �. ! , d . . , , .i J : • • -t . l CONSTRUCTION SET ® " CLIENT VISIONS ,gas NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ... C DATE .,oe wC 20457i< A2.1 T e cii, Mt 1 MATCH lc* p L.NE C Al2.1 B A21B (() CANOPY - ❑❑❑❑ 00 OMB - - - - NISI .rlow IIIIM 1111i =; I •1111111111•1u111111IuiuuIliI• mo moo .. :: 111111111111111111 MI 1111111111111111111 11111111111111111111111 ...••• C I J 1 • Mal =UM MOW MOM M' • EiJ t 1 MATCH ED LSE B A28 A21A r (E) 1 :•. O (*t; REGYG0Nb ENCLOSURE M) GAWP" (. HAMi DASHED) (TY" SEE Al2.1 FOR ADP&ISTRATJON BULDNG SEE A213 FOR MA CE PLAZA ! • • • 1 (N) u . MAr1TENANcE AND ADP'1STRATION BLLDUIGS OVERALL FLOOR PL Vai • - - J . • • (E) CANOPY WO (tai GANG Y (9401114 Dom) MATCH LJNE C Al21 B A28 (E) CANOPY MATCH l.l\E B A28 A A2U � J -or 0 b I6 32 1)0141,14t) r �'� I� cry 2 PECEROECI aTY OF n *A 1 t .►� E PEAT CIENTEP BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *3O0 BURLINGAME - CA - 94010 Ell TEL (650) 692 -9911 FAX (650) 692 -0181 4 ••T t1 MATCH LINE B A2.1B f A A2.1A �� ti3 '' ' -I" AFT HALL / OFFICES 12 2'-6" COMPUTER TERMINAL (NIG) WORKBENCH (NIC) LI6HT DROP ASYMMETRICAL CAR LIFT (OFCI) - HOSE REEL (OFCI) ELECTRICAL DROP OIL DROP OFCI) CHAIN LINK FENCE TO BOTTOM SIDE OF ROOF METAL STORAGE RACKS (OFGI) CHAIN LINK FENCE TO ROOF (TYP) FULL LIGHT GLASS WALL TO MATCH PILLION / (TYP) rTTT1 TIC MULLIONS TOR LAYOUT ALIGN FIN. FAGS OF WALL W/ (E) 5LU -LAM BEAM w' w wow w �. ��w� w w w w �w �. ► w w► w w �w i ►� w �w 1 w w w w w i; r w w w w 7 STORAGE - r (N) CONCRETE STAIR I RAMP Si MIN U \7 MI NOM 3'-10' r OIL r WASTE OIL rTTTI (AU 6" DIA. BOLLARD (TYP) cr r I C7 3'-O r 11 II1 K� IIII Ii .IFS: M) STUD WALL () FLOOR s �} FE) STUD MU. TO FLOOR LEVEL I NM MEI o' 0 0 •:' L _J) -- - ----- 1 I] r O T 1 0 , /-1,, �► 1 1 L 1 J ® r L O® rTTT, L111J L i — _1 (p4) 8' GM) SI ARYVALL (SEE STRUCTURAL) (U VALUE OF 0.14) PL. LAM COUNTER 4 'P l BACACING AS REG.. I• t 4 3 0 BAY DELINEATION - (NOT STRIPING) (TYP) 25'-O■ DISTRICT TflN T. & MAPITENANcE BLIDI1G P FLOOR PLAN A OIL PROP (OFC I) J 0 0 0 SEE A2./B FOR BALANCE OF BUILDING IIIIIIIIMIIMMI11.1111111 ISM PARTS SHELF (E) Ff. BAY PASS THROUGH COMPRESSOR (OTC') • 4 MAN1'BdANf,'E ( 1351 C - . rte I a." & EXISTIN6 FLOOR IS A 5• CONCRETE SLAB (2-HOUR FIRE RATING) WHITE REFLECTIVE •ROOF PAS MARKING NEW OIL ( �.� 00 GAL) (OFGI) MAST£ OIL (SOO GAL) (OFC I) NOTE: VERIFY EXACT LAYOUT OF ALL SHOP Ed)IP>- 4T IN TIE FIELD WITH cENDANT"S LOCAL MAINTENANCE MANAGER BEFORE LAYOUT AND INSTALLATION OF ALL EGVIPME T. it) ROOF 2 -FR WALL F al 54M S G 6" WTAi- STUD PARTITION R-4 INSOLATION • 2 LAYERS 5!8` rr'PE 'x' &YAP BD EA SIDE NOM ALL DOORS 94 THe 2- ft PARTT?1014 SHALL. EE :-H/2 tR R!E- RATEP_ 4 MD MD (N) 6 DI A. BOLLARDS C TYP. ) 11 ALIGN WALL SHOWN ON RADIANT SEE DESI DP 55 (TYP) (t�) AG PAVING TO RAMP DN TO (E) GRADE I'-O' WALL 15 a it (N) 8' SHEARPIALL O (SEE STRUCTURAL,) ° (1J VALUE OF 0.14) NOTES Doors 105, 104, 113, 114, 103, 115, 134, 140 and 102 shall be Insulated to the minim n requirements a an 5-1 Occupancy for a space, per Washington State Energy Code Section 1310.2. Mechanical systems shall comply with the System Commissioning recirts of Washington State Energy Code, Section 1415.4. Compliance shall be req red for TeraIt's of r T T T1 t11-1J 11 0 0 J D (E) 32 110 - EXISTING (N - DN - DOWN t , NE* MATCH LINE B A2.1B MULLION = WALL (E) WALL TO REMAIN A A2.1A \ Olereeo \ cota.cotRark b c00 0 r wcil OM 01 X0) IRECEIVELI CITY OF TUKWILA AUC t `2OGE. PST CENTER D!M TO * DIM TO I F. G'.5. CENTER DIM TO )1 At lb ALAN (E) wALL (N) c 3i *G HEIGHT S nCAL WALL SEE (N) Ot4 -HOUR 1111E-RATED WALL sEE /15 AC_j J1a.l WALL - SEE I1pJ AbJ (N) (are, mut - SEE STRUCTURAL • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA 94010 U TB. (650) 692 -9911 FAX (650) 692 --0181 MI CONSTRUCTION SET 7/29/05 D11-IEN510N5 CLIENT REVISIONS e PLAN CHECK CITY PLAN CHECK NO. REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY AU. FIELD CONDITIONS AND COMPARE THEM 1MTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE SHEET 7 (.9 Z Z a —1a m 0 w (,) Q 11- W Q aQ JOB 40 2057 A2.1A OF IS 6/28/05 1/14/05 2/'15/05 12/8/04 DATE U co +.• CONSTRUCTION SET 1/2.1/05 NO. REVISION CLIENT REVISIONS 4/t5 CLIENT REVISIONS I/14/05 DIP 6/28/05 IT IS THE RESPONSIBILITY OF THE CON TRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL. IMMEDIATELY BE REPORTED TO THE ARCHITECT 1 1 1 1 1 1 1 1 11110111 nun 1 1 I 1 1 1 1 1 1 1 f t I I 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 (N) CONCRETE STAIR AND RAMP - s STRUCT. • 13,14,15)6/A4.1 (E) EDGE — RAISED FLOOR 4 1111111111111•11111111111111111111111111111111111111111 • mom LIn • • ii • 4 HI614 x 12" W x 17 LOCKERS (100 x 4 _111614 400_TOT, LOCKERS) 1 Irwanie; 6111111111111111111111/ VERIFY 11/ FLOOR PATTERN (IYP I - 1 r - - 1 1 I - 1 J _ 0 - L_ _1_ f ==i4v=.7 .7= = = R 11 R 11 V i CEPTION 201 — \\\ ' iADD FURRING TO L LL ARY IN TO ALIGN MATCH UNE B A2.1B A A2.1A PROVIDE Is-0 MIN CLEARANCE • rE) ISLU-LAM (111 (E) RAISED WALKWAY (4) 6UARDRAIL • FUTURE SALES SUPPORT 223 =IS 01111 I _ (N) CHAIN LINK FENCE Y4/ 6ATE AND SWIPE CARD (Al) 6• DIA. BOLLARD (TYR) -L. il MANAGER SALES 222 -:\ 4111111, - 11 r; SALES OFFICE 221 =III =III WNW NA &LASS IN FRAMES ) BAY DELINEATION (NOT STRPIN5) (TYP) MAINTENANCE BULDING PARTIAL FLOOR PLAN B 41411111■11=1111114111114 =Mb MED CENT WALL ON COLUMN, (Ti') 1■11 4M10 SEE Al2.1 FOR ADMINISTRATION BULDING VISO ION. SEE A2.1A FOR • FLEET MANAGER 244 1111111. 11111•111 41/111 MAINTENANCE u5 1 OF BULDNG IF• 239 11■1 4111111111111111111111111111111111111■111 10111111 MIND C ITY MANAGER • 242 MIN MN SEE air. ALI Foe DOOR OM HARDWARE SIMEIDW31 f 1111110 ONO ME 4E. 1 D MD - - - C IV ROOF D6E almmo..• ••■••••• DM - imup .1111111111. 1111111ms L .1.1..J FILL HEI6HT AIN ACOUSTIC MALL YV PILLIONS TO MATCH PILLION / &LASS LAYOUT (TYP) El r rTTT, L I J 11 NOTES: NEW TWO-HOUR FIRE-RA TED WALL SHALL HAVE INSULATION PER DETAIL 3/A8.1. DOORS 105. 104, 113, 114, 1 03. 115. 1 39, 140 AND 102 SHALL BE INSULATED TO THE !!MOM REQUIREMENTS OF AN S- OCCUPANCY FOR A som - HE A TED SPACE. PER WASHINGTON STATE ENERGY CODE SECTION 1310.2. MECP4ANICAL SYSTEMS SHALL COMPLY rrs THE SYSTEM commiSS)ONING REQuIREmENTS OF WASHINGTON STATE ENERGY CODE. SECTION 1415.4. COMPLIANCE SHALL BE REQUIRE) FOR TENANT?S CERTIFICATE OF OCCUP ANC Y. 32 18 (E) CANOPY et/ FAERIG FACIN6 J LEGEND (E) (N) - EXISTING - NEW DN - DOVA4 11. - - •Itt - . 116,41116 SEE _ • MATCH LJNE C Al2.1 (N) PLAS LAMINATE CABINETRY SEE SHOWN %IAPE17) DMA TO F.O. S. 1 1 DIM TO ) F. O. FIN. (E) w. (N) CEiONG HEIGH our ...M. • ...11.1•■ DEAD BOLT * NO HANDLE ON EXTERIOR, PANIC BAR ON INTERIoR _crYP OF 2) Bi3?atiG MATCH LIE B A2.1B A A2.1A ()ROOF ED6E (E) CANOPY r4/ 04) FABRIC FACINS PEcErvED arf OF TuKWILA AUC 1 DII14 TO �N TER or_ ALIGN A COUS TIC AL *AU_ (P4) ONE -HOUR ME - RA TED WALL SEE fAb (P4) TVIO-HOuR FIRE-RATED rdstAATIED (P4) ow W¼i - swiucTuRAL ■11.1.1 •••••••■••••• ••■•••,. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYS1-10RE HWY •300 BURUNGAME - CA - 94010 U TEL (650) 692-9911 1.1 FAX (630) 692-0181 I/ ar,,,r1111. MATCH r UNE B A2FE A A2.1AE -4 MIA 1 . - _— — 1 NM — - 111111111111111MINIMININM ` S 2 LOCATE IN FIELD YVGENDANT (TYP) • -- 4 - 1 I 0 1 NMI s MINNINEr■11/M — MS i 1' 1: MAP1TENANE BLLDI4G PARTIAL ELECTRICAL PLAN A 0 SEE A2.FE FOR BALANCE OF BULDNG I =NM SNP MOIONIIIIIIIMIIIMINNION Mb IMP INIMMINI Mat MIIIIIN•0■12. • • 1 PARTS STORAGE ORAGE 1 L. J I • - i r _ _ ! i ' PARTS MC9Ft. WARRAN STGGE 138 MAINTENANCE 035== - -_ — POWER /TEL - DATA & swrrc LOCATION NOTES: 9. ALL SIN TCHPLATES TO BE 4' -0' O.C. A_F.F. • `f 1: / / . 2. ALL WALL OUTLETS DEVICES AND SIIITCHES 1O BE UWE AND CO%ERPL A1ES TO OE WPM TIRE STORAGE --9 1. ALL WALL OUTLETS SHALL BE MOUNTED AT 15. O.C. ABOME FINISHED ROM UNLESS OTHERWISE NOTED. 3. ALL ADJACENT OUTLETS SHALL BE ALIGNED ALONG DEVICE CENTERLINES, CENTERLINE TO CENTERLINE DIMENSIONS OF ANY NEW OUTLET PAIRS SHALL NOT EXCEED 6'. OUTLETS ARE TO BE MOUNTED ON THE NEAREST STUD TO THE INDICATED DIMENSION_ SHOULD JOB CONDITIONS PRECLUDE THE SPECIFIED LOCATION OR ALIGNMENT OF OUTLET. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR APPROVAL OF AN ALTERNATE LOCATION. PRIOR TO PROCEEDING OF THE WORK_ GANG SWATCHES AND OUTLETS. 4. ELEC /TEL - DATA OUTLET LOCATION PLAIN IS FOR THE LOCATION OF RECEPTACLES ONLY CIRCUITING LAYOUT AND ELECTRICAL SPEOFICATIONS ARE BY ELECTRICAL ENGINEER. 5. ALL OUTLET DIMENSIONS ARE FROM THE FACE OF STUD TO CENTERLINE OF DEVICE PLATE, UNLESS OTHERWISE NOTED. 6. ALL WIRING IS TO BE CONCEALED BEHIND DRYWALL AND ALL OUTLET BOXES SHALL BE FLUGI-'. WITH FACE OF DRYWALL 7. NO FLOOR OR WALL OUTLETS SHALL BE CONNECTED TO UGH TING ORCUI TS. B. ANY WORK REQUIRED TO MAINTAIN EXISTING OUTLETS 10 REMAIN IS WITHIN THE SCOPE OF WORK. 13- GENERAL COti TR AC TOR TO PROVIDE WAIL BOXES AND PULL STRINGS r DA"A ANC 'ELEPi IN i. a'M. .VON - INSULATED WALLS AND NALLBOXES, CONDOT AND PULL CABLE IN RA TED AND ACOUSTICAL WALLS_ DATA AND TELEPHONE WIRING TG INDIVIDt1Al STATIONS BY C NDANrs / Ole M MD M 1 mon — i 11111MMIIIMENNIMONNIO O N =1111 11/1110 1_i- -__ , y- - - -i T 0 ELECTRICAL NOTES 11. SEE A0.1 FOR GENERAL & CONSTRUCTION NOTES r -- / -r -- - - - - -� i STORAGE --- if - - - - -- - j 00 p® • +. ®O � _, RADIANT HEATERS ABOVE LD 1 1. INSTALLATION MILL DEN COMPUANCE WITH ALL APPUCA LE LAWS MID CODES AND ENFORCED BY THE alY OF TUKWILA BUILDING DEPT. N CASE OF CONFLICT SEMEN frACHITECTURAL PLANS AND MECHANICAL AND EIECTRICAL PLANS REGARDING LOCATION OF SWITCHES, UGHT FIXTURES AND OUTLETS. THE ARCHITECTURAL PLANS SHALL o0 DOL COKIRACTOR 9IMI. NOTFY ARCHITECT N MUDS IMMEDIATELY F ANY DISCREPANCY OCCURS. SEE AQ.1. 2. CONTRACTOR SHALL LOCATE ALL TELEPHONE AND ELECTRICAL OUTLETS, AND SHALL VERIFY THEM WITH CENDANT IN THE FIELD BEFORE PROCEEDING WITH cONSTRucTION. 3. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLATES. CLUSTERS OF OUTLETS ARE TO BE DIMENSIONED TO THE CENTER OF THE CLUSTER UNLESS OTHERWISE NOTED. GANG COVERPLATES SHALL BE ONE -PIECE TYPE UNLESS OTHERWISE NOTED. COLOR SHALL BE WHITE. 4. OUTLETS SHALL BE OFFSET AND NOT MOUNTED BACK -TO -BACK. SEPARATE BACK TO BAD( OUTLETS 2' -O' MIN_ AT PARTITIONS UNLESS OTHERWISE NOTED. 5. MAINTAIN 4' HORIZONTAL CLEARANCE IN ALL DIRECTIONS FROM EDGE OF COVERPLATE FOR WALL MOUNTED OUTLETS, OR MONUMENT FOR FLOOR MOUNTED OUTLETS ADJACENT TO A WALL. COLUMN. ETC. UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY SPECIAL CONSTRUCTION REQUIRING SPECIAL OUTLETS AND SWITCHES FOR MOUNTING ON FIRE RATED WALLS TO MAINTAIN THE RATING PER LOCAL AND STATE BUILDING CODES. 7. FURNISH AND INSTALL UNDERWRITERS LABORATORIES. INC_ (UL) LABELED DEVICES THROU QIOU T. a. FUNICIUNE MERE SHOWN IS FOR RER3IBICE ONLY: *MY EXACT LOCATION • 1 mows FUMNITURE *MR. 9. REFER TO THE 11AECHANCAL DRAWINGS FOR THERMOSTAT LOCATIONS. VERY I OCA DONS IN THE MID WITH CENDAN T AND F'JR'N TUBE PLAN PRIOR TO INSTALLA rroN- c: 0 1 t ) I �- - - • - - - -4 i . z •t , _ (. 7. - t m 0 LEGEND ALL WALL OUTLETS ARE NEW 0 15" DUPLEX WALL POWER OUTLET Gn GFI WALL POWER OUTLET QUAD WALL POWER OUTLET 42 ?0A 0 D WALL POWER OUTLET - COPIER (VERIFY REQUIREMENTS) 2 OUTLETS 20 AMP DEDICATED JUNCTION BOX - CONFIRM ELECTRICAL REQUIREMENTS WITH TENANT TELE /DATA WALL OUTLET DEDICATED FINGERPRINT SCANNER (MORPHO TOUOli) L44.4kY2 MATtFI LICE B A AFF .� E vNE \\ RECEIVED CITY OFTU KWILA ,A,C 4 c 2ou P€;W COMER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 BURUNCAME r- CA - 94010 ■ TEL (650) 692 -99u FAX (650) 692 --0161 . NO. i l�.i��il�= �T /I • e_ 1 • t 1 CONSTRUCTION SET v2a/o5 CLIENT REVISIONS //14/05 REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CEPTION 201 MA CH C Al2.1E B A2:E I i• EI li MATCH L..CE B A21BE A 2E FUTURE SALES SUPPORT 223 1 r ; ' FLES Urn If 1 1 • 4 E• I 1- _6 i E. VERIFY EXACT LOCATION OF OUTLETS Y4/ GENDANT'S 1 \ FURNITURE VENDOR — = : t; ;! • • wit 4NLt Mif►NAGER 222 Mb MN 610111111=111111•111111111111010 NM M ��p _ r WM MP OPEN OFFICE 0® /! • • 11=, OEM MIN OFFICE 221 _ U PLAZA _ — 5 f MAITENANE BLLDIIG PARTIAL ELECTRICAL PLAN B _ - - - _ _ _ _ r - - FLEET '' MANAGER 244 SHUTTLE SKIED. 106 .. • - RECEPTION I 101 9 *1u Su TOIFIL A TES re BE 4 -o' J- C. AS . F SEE Al2.1E FOR ADIVIVISTRAT1ON BULDING - - r U-ECK -IN COMFUTER5 (0F0I) (TIT OF 4) MANTENANCE 135 I 2. /Ill WALT. OUTLETS,, MUMS AND SNITCHES 10 OE MX AND CCPADIPLMES .11•10 UM =MP OM 111.11111111111.111111111111■0 MIR 4111111111110■111•11111=111111111111 11•111 NNW POWER /TEL - DATA & SWITH LOCATION NOTES: 1. All SILL OUTLETS 94ALL E MOUNTED AT 15- O.C. ABM FINISHED ROM UNLESS 011ERIN( NOTED. 3. ALL ADJACENT OU TIE TS SH ALL BE ALIGNED ALONG DE VICE CEN TERLNES. CEN TERUNE TO CEN TERUNE DIMENSIONS OF ANY NE w OUTLET P AIRS SH ALL NOT EXCEED 6'. (y.;TLE'+S ARE TO BE MOUNTED ON THE NEAREST STUD TO THE INDICATED DIMENSION. SHOULD JOB CONDITiONS PRECLUDE THE SPECIFIED LOC A T)OP OR ALIGIMAEN T OF OLi TLET. THE CON 1R AC TOR 5M ALL NO T►F`r' THE ARO+I TE C T FOR APPROVAL OF AN AL TERN A TE ; OC A 1)ON. PRIOR TO PROCEEDING OF THE WORK. GANG SW1 TONE S AND OL TLE t ,IC /TEL - DATA ai T HOC *Tcj PLAN is FOR THE �oC c1 RE CEP T A :.ES ONLY. C1RGJJI TING LA •'Ou T AND ELEC T R+cAi SPEG1CATICKS ARE BY ELECTRICAL ENGFNEER_ 5 ALi_ OU T `E T OMEN9CINS ARC = Rao THE F ACE OF S :O TO . `r4 TERIP* Cr DEVICE PLATE. JPILE SS OTHERIES€ NOTED. 6 AJ WIP114G 'S TC BE °ONCE *LED BEHIND ORYTEALL A AL: au /ix T BO*FS SHALL BE FL LISH a 4 cACE OF ORY11146.1. 7 NO BOOR OR "FALL OI. TLE TS SHALL 9E cc T E D TO UGH 1 G {,TROLL `►5 8 b$" *m( REWIRED TO MAINTAIN EXISI1IG KitTL.ETS TO REMAIN ►S ■Tull THE SCOPE OF wax_ '0 GENERAL COIK RAC TOR T O PROVE 1MLL MIES AND STRINGS FOR DATA ANC TELEFi4oNE 'Ill uNRATED. T401I- 11SULA TED Sai S ANC 111AL►B011ES, GIRT AID PLU. CJEIIE MI RATED AND ACOUSTICAL 110A IS. DATA AND TELEFH0NE 11111'!MG ' o IRCi11IDUAL STA ?LOURS In' CIE11QAN T' S VENIDGR 4 S CITY MANAGER 242 ... I.I. _ .. _ OFFICE 117 PI/GENDANT (TYP) : 1 I --1 { Il.+ . LOCATE IN FIELD . N _ = _ ELECT ' COMMUNICATIONS POD P. (TYP) ELECTRICAL NOTES — 1 i ELEC 119 _ _ _ _ • • • 1. INSTALLATION SHALL BEN COMPUANCE 1111TH ALL PPPUCABLE LAMS AM 00,, AND ENFORCED BY THE a Y OF TUC'11LA BUILDING DEPT. N CASE OF OONFUCT BO WEN ARONTECRJRAL PUNS AND MECHANICAL A!D ELECTRICAL PLANS REGARDING LOCABON OF SIVITCHES. UGHT FIXTURES ACID ELECTRICAL Ou1LEis, 11E ARCHIF1ECRIRAL PLATS 94ML ovMarL CONTRACTOR SHALL NOTIFY ARCHITECT N d1NC IMMEDIATELY F ANY DISCREPANCY OCCURS. SEE A0.1. 2. CON TRACTOR SHALL LOCATE ALL TELEPHONE AND ELECTRICAL OUTLETS. AND SHALL VERIFY THEM IM TH CENDAN T IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLA TES CLUSTERS OF OU TIE TS ARE TO BE DIM(N9ONED ID THE aEN TER OF THE CLUSTER UNLESS O THERWISE NOTED. GANG COVE•ALA TES SHALL BE ONE -PIECE TYPE UNLESS OTHERWISE NOTED. COLOR SHALL BE WHITE. 4 OU TUTS SHALL BE OFFSET AND NOT YOI I TED BACK - TO - BACK. SEPARATE BACK TO BACK OUTLETS 2' - 0" MIN. AT PAR T.TONS UNLESS OTFERIWSE NOTED- 5 M ALN Taw a KRIZON TAL C.EARANCE N ALL DIRE TONS FROM EDP OF COvERPLAtE FOR WALT wOUPITED TUTS. OR WONu ENT Fop Float 111c7UNTED Cx; TLE'►S ADJACEN T TO A WALT. COLUMN. ETC_ UNLESS 0THERIIIS'SE NOTED 6 CON TRAC TOR SHALL VERIFY SPEC" Ai. CONS TRUC T)ON REQUIRING SPECIAL SCI: TIE TS AND SIII TCf•ES FOR MOLT Ti.c CM PRE RATED FALLS TO MA81 TALI THE RATING PER LOCAL AND STATE BUILDING CODES. 7. FURNSH AND INSTALL UNDOTwRITERS LAB RATORES, INC. (i.*) LAMED OE-aS DiRoucHouT. a RIwU1 •r 91081 TS FOR IMPOIENICE ONLII 1121FY EXACT LOCATION CBIDA1111.3 R *IPIE 9 AEFER TO 1HE MECHANICAL DRAWINGS F CR TMEAMOSTA T LOCATIORS VERIFY LOCATIONS IM THE FELD urn! CE1IDANT AND FURNITURE FLAN pocR 70 PISTALLAIINL IT . SEE A0 1 Few GEIIERAL & CONSTRIIC Ttal MOTES. • me me htimmiormism UM 11111111MINIMIIIIMMIN 1 • - DOCUMENT STORA- ii =ND 111=111 A , \' , . 1, ■ BREAKROOM `...,--. 1 \ 20A 20A 20A 20A 1 1 +12' N i i _Li IT ROOM ( 121 ] ! -- dgt- \ . MI OM 111111•11•11■MIMII MIN NM QUAD WALL POWER OU Ti..E T 2 OUTLETS 20 AN DEDICATED ALL WALL OUTLETS ARE NEW 0 15' AFF u.o.N. DUPt.Ex WALL POWER OUTLET GET *ALL POWER OUTLET C WALL POWER OUTLET - COPIER (VERIFY REQUIREINEN TS) AMC 80X - COIF ELECTRIC REQUI2OENTS IMTH TENANT TELL /DA T, WALL OU TLF T DED$CA TED FINGERPRINT SCALER (MORPH() TOUCH) 17/ • MATCH U E C AV. ` B A21BE A ORM TORAQE F 125 4- _L 1 i • l' Do14.402. ti! i1 I . 1' B� MAT(I ME B A21BE A A21AE RECEIVED ary cf TuKWILA tt1 V E PEA CAA IS BLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 CA - 94010 \ TEL (650) 692 -9911 1. FAX (650) 692 -0181 NO. - • 3 CONSTRUCTION SET 1/2q/05 CLIENT REVISIONS REVISION U a: O Er 0 c9 g4E Q � m Z W �, � cc ow <CC U 81--<E ffZS Z V � J A2.1E3E SHIEE ID OF Mt 7/14/O5 DATE IT IS THE RESPONSIBILITY OF THE OONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THIN 1MTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTiIIT1ES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE Joe NC_ wy 2 • MATCH .__w B A2.8 A A2.IA N - - 1 L _ ME DM EINE1.01■1 4111. GED ENDISEDEDEDIESNO =MI ENO PAMWWWIMMPAIWUWMW MAtiENANE BLLDIG PARTIAL FNSH FLOOR PLAN A _ - •. _ - SEE A2.1B FOR BALANCE OF BtLDNG PARTS STORAGE 137 • MAINTENANCE :135 _ _ ---- - - -.-- -- - ■ ---- - a- WARRANTY STORAGE 138 -(E) FLUIDS 151 'l ENID TIRE STORAGE L139 / - - VINYL STAIR TREADS • PAPP4M .ASPLV. . A`terArAPIL1AwAPAVl AMP '�M V .W AI W • • 1111111 • 1111M1111111111110111131•111111 ■ ■ 11•11111111111 ■■■ i■ • ■■ ■r■■■si • ••••••••••1 Q ■I1•••••••••• ■■ ■ u1 u•i•! us■■i 1■crr,,-. r 4/11111: 1■1i6■1 Nosmiki ■ ■i I■ ■■lEEJ■■ 1 1■■■■ ■■■■ ■ 1 E■ 11•••11•111•111111111•111•1 1■ ■ ■■ ■■ ■11111111 1 1 •■ •■ ■ ■EMMUI STORAGE x_ 12 13 BLACK NEOPRENE RUHeR STRIP e VCT j / CONCRETE CTYP) f r r . - . IITERIOR FI1ISHES Carpet: Atlas Oxford Striceof #Stktw- 217667 —A doted 10/26/04 Carpet and Topset Base: Burke 4' high rubber be (CB and TS) Static Dissipative Tie: Armstrong /51951 'Armor Gray (NVCT) Vinyl Composition The Armstrong Imperil Texture Standard Excelon VCT 1: 151810 'Washed linen' VCT 2: 151932 'Lunar Bkie VCT 3: 151906 "Teal' Plastic Laminate: Countertops: Nevamar MK8001 T "Blue Moorrock' Bases and Uppers Nevamar T06001 T 'Gray Tranquiity Point to be selected Ceramic Tie: Dal—Tie Designer Colors 8x8 Floor The: DC07 'Sage Green" Doi—Tie Designer Colors 6x8 Base (PC3681): DC01 'Biscuit" #e&k\i b * 0 C VCTI VCT 2 VCT 3 C� 1 COOS S5.4 .03 MATCH LSE B A2.8 A AVIA RECOVED QTY OF TUKWILA A �... PEMAIT ct" rtP th BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYS HWY *300 BURLINGAME — CA — 94010 TEL (650) 692 --9911 . Mil FAX (650) 692-0181 4 Ri Ahgg 42 :aqraiq 0 2 rtti Qgg 4'444? i4250V4 _oltriRRW � DATE ,�pg •k; 11f1f04 12045703A A2IAF , SHEET 'w oF ! • MATCH .__w B A2.8 A A2.IA N - - 1 L _ ME DM EINE1.01■1 4111. GED ENDISEDEDEDIESNO =MI ENO PAMWWWIMMPAIWUWMW MAtiENANE BLLDIG PARTIAL FNSH FLOOR PLAN A _ - •. _ - SEE A2.1B FOR BALANCE OF BtLDNG PARTS STORAGE 137 • MAINTENANCE :135 _ _ ---- - - -.-- -- - ■ ---- - a- WARRANTY STORAGE 138 -(E) FLUIDS 151 'l ENID TIRE STORAGE L139 / - - VINYL STAIR TREADS • PAPP4M .ASPLV. . A`terArAPIL1AwAPAVl AMP '�M V .W AI W • • 1111111 • 1111M1111111111110111131•111111 ■ ■ 11•11111111111 ■■■ i■ • ■■ ■r■■■si • ••••••••••1 Q ■I1•••••••••• ■■ ■ u1 u•i•! us■■i 1■crr,,-. r 4/11111: 1■1i6■1 Nosmiki ■ ■i I■ ■■lEEJ■■ 1 1■■■■ ■■■■ ■ 1 E■ 11•••11•111•111111111•111•1 1■ ■ ■■ ■■ ■11111111 1 1 •■ •■ ■ ■EMMUI STORAGE x_ 12 13 BLACK NEOPRENE RUHeR STRIP e VCT j / CONCRETE CTYP) f r r . - . IITERIOR FI1ISHES Carpet: Atlas Oxford Striceof #Stktw- 217667 —A doted 10/26/04 Carpet and Topset Base: Burke 4' high rubber be (CB and TS) Static Dissipative Tie: Armstrong /51951 'Armor Gray (NVCT) Vinyl Composition The Armstrong Imperil Texture Standard Excelon VCT 1: 151810 'Washed linen' VCT 2: 151932 'Lunar Bkie VCT 3: 151906 "Teal' Plastic Laminate: Countertops: Nevamar MK8001 T "Blue Moorrock' Bases and Uppers Nevamar T06001 T 'Gray Tranquiity Point to be selected Ceramic Tie: Dal—Tie Designer Colors 8x8 Floor The: DC07 'Sage Green" Doi—Tie Designer Colors 6x8 Base (PC3681): DC01 'Biscuit" #e&k\i b * 0 C VCTI VCT 2 VCT 3 C� 1 COOS S5.4 .03 MATCH LSE B A2.8 A AVIA RECOVED QTY OF TUKWILA A �... PEMAIT ct" rtP th BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYS HWY *300 BURLINGAME — CA — 94010 TEL (650) 692 --9911 . Mil FAX (650) 692-0181 4 ,......„ , ,.., ....-...........,..........--...... I j - 0, , :', • l '` . . ;.,,, *. ---:•-: ......... ...M. -• a., ''. ...... 1...... ....1 CONSTRUCTION SET 7/2q/05 L CLIENT REVISIONS, 1/14/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENONG ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT AL GI ULEvnAC NCB DATE 4C IJOB 1V1,04 20457' I < A2.1BF SHEET II oF a CEPTION 1, 201 X MRTCH C Al21 AZ1B 4. J x -x NIB z C:s MATCH LIE B AZ1B A A2.1A NED 1111111111•1111111111111■11111111 SIM SIM FUTURE SALES SUPPORT 223 4 1 , 1 11 0000000 11,141111/11111111111111111111111 ttttt 111111111 1411111 111111 1 1 1 1 1 1. .1 L. • - 11111111111111111111111111111111111 1111111111111111111111 I 1 11111111111111111111111111111111111 1 1 1 • -••••••-,-•-• LOCKERS I 123 HALL 1_157 SHEET VINYL FLOOR A/ 6 COVED BASE 1 1 1 1 1 1 1 1 1 1 1 1 1 11114 11111111111111111111111111111111111111111111/1111111111111111111111111111111111 1111111 DOCUMENT STORAGE I 120 111111111111 11111111111111111111111111111 FIL L111 1 MIN MINI r • •\ SALES s\.] • MANAGER 222 OPEN OFFICE 1_110 00 GONG. RA/ M111111 MID 4 • SALES OFFICE _221 INIM INNS =El MUD COPY/FILE 11111■ 111111•11 PLAZA r . . . - . _ TBK MGR. 108 .11111 ,„ MIR 5 IIMN1 OMNI i T , MAINTENANCE BULDING PARTIAL FNISH FLOOR PLAN B --- '1. 77 IMO CM/ SEE Al2.1 FOR ADMINISTRATION BULDING 11111111 6 IIIM1 NMI 4111•111111U FLEET • MANAGER 244 NED 0=1 111111111111111•1•1111111•11110111M 1111111. 11MM • SHUTTLE SCHEID. 1O6 ••• - . • 1 .• / /- , 7 RECEPTION _101 MSS MAINTENANCE 135 SEE A2.1A FOR BALANCE OF BUILDING j_239 8 L. !; ISM ■11 /1111111111111111111111011111111111111111•1111 11111•1111 IMO 1 L = -/ CITY MANAGER 242 11■I 1■1 11111.01111.1=1•1■111 MOB UM • --- ÷ 411111111 1 1 11.11.111.11■1111111111111111111•111111....11.[ OFFICE [. 117 9 1M111 1M11•1 161/M//11/1/1/11.11/11/1111/1///b INNS MINI 111111n 11111111 OMB f- r 1 1 1 1 1 - TRAINING 1 118 ' E 10 11 IMMI INN 011111=Mminme NEI 11111■1111•1111•111111111 QM IND 111111111011inimmism IINID MID HALL 103 1111M 11111111 MINN HALL 102 12 INTERIOR FINISHES Corpet: A Das Oxford Striteof IStkte-217667-A doted 10/26/04 Carpet ond Topset Bose: Burke 4 high rubber txne (C8 ond TS) Stoic Dissipative Tie: Armstrong p1951 'Armor Graf (NVCT) WO Composition The Armstrong imperial T extur e Standard Exceion VCT 1. .51810 'Washed linen ICI 2: .51932 'Lunar Blue' VC? 3: .51906 Pscstic Lominatv CountertaPlc Neworroor T 'Blue Woonrock B$ and LP Netornor TO! T 'Gray Trcriquity" Pont to be seiected ceramic 714! DO ret Dinigner CoOors Bid Floor Tier 00)7 'Sage Green' Che-Tie Cemigilar Cobors 61015 Sege (PC3643q 000 lliecuR .11111•1• VCT I VCT 2 VCT 3 •■•11•Im ; • < t:- • 1 1: •••■••■■•■■••••••••1,277vggrOMMI■MHOW 6 • BREAKROOM L_122 MID 41110 INNI1■1111=11111L SIM MB 4.7 to • . \ V 111111 32 11111•11 Min MATCH UNE C Al2.1 41. AZ1B • e\tA k i%°4( - to tSIVEI ? "%ICC .. !Mr • •^• .1Na 14 \V -Mty "TuOlita Wit-DING 01\1151014 MATCH LIVE B A2.1B A A2.1A 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HVVY •300 BURLINGAME - CA - 94010 im TEL (650) 692-99n mi MIN FAX (650) 692-01111 is -- ' Ft -, 1:7: [ " -_•• io A. 7 ,?:!1'._,. C _... . •. .. , . • . - . , ...... CONSTRUCTION SET '7/2cf/05 CLIENT • REVISioN5 - 1/14/05 DRB moofFIGATIoN 5/10105 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVMES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ENTAI IAL SOUL 38 DATE JOB ‘4C 12/22/04 L2 0457.07 1 ''' r ..... dal 1 r A22 -,... : i — SHEET 18 oF fa 4. =Ili 11=1 46 t 111111111 II■11 MO NOD IVIANTENANCE BULDING ROOF PLAN (FORNER BOWUNG ALLEY) • SEE Al22 FOR ADMINISTRATION BLDG ROOF MO UM VALLEY ■ 1100111 OF WOK RA) FABRIC CANOPY o/ (E) FRAME WIE• 1■I MATCH LINE A Al22 =MID OM I3 A22 1)1) 401, Lio dziv VIIIN4•41 • tcrg coOmE.D9acE 6 cato gcn Of 9 1: a BUILDING Mitsio -.ammo. • Van/ED cm TuKVITLA AUG E 756,11T cENTER .1114,10. To -.••••••■■• BLUNK DEM A TT EI ASSOCIATES ARCHITECTS A IA 1555 BAYSHORE HWY •300 BUUSIGA/vIE - CA - 94010 im TEL (650) 692-9911 in MI FAX (650) 692-0181 MI 1 ,/' �i' / //1 : i , MATERIALS & FINISH CODE UST :, CONSTRUC SET 7/2Q/O5 0 CLIENT REV1510N5 1/14/05 CT PLAN GR:CA 2/25/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CONCRETE MASONRY SV SHEET VINYL w/ COVE CB CARPET BASE pip CONCRETE MASONRY WALL - EPDXY PAINT NTAL GI . BOULEVAR[ VINYL COMPOSITION TILE CONCRETE MASONRY WALL UNPAINTED NVT NON - STATIC / COPPER GROUN V INYL TILE , CEILING MAT N GL GLASS AT ! ACOUSTIC CEILING TILE CASEWORK MAT/FIN DATE J08 •C ( 20457 1< A2.3 STET 'g or - MATERIALS & FINISHES MATERIALS & FINISH CODE UST :, 1. BASE SHALL BE ROPPE, COLOR TO BE SELECTED. 2. PAINT COLOR SHALL BE SELECTED BY OWNER_ 3. SHEET VINYL SHALL BE ARMSTRONG MULTI -TEH, COLOR TO BE SELECTED. FLOORING SHALL BE HOMOGENOUS W/ 6" INTEGRAL COVE BASE WITH METAL TRIM STRIP AT TOP OF BASE. 4. FRP SHALL BE WHITE, EXACT COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. FRP SHALL ALSO INCLUDE FULL TRIM AT ALL EDGES. FLOOR MAT /FIN BASE MAT/F1N \ WALLS MAT/FIN SC SEALED CONCRETE CT I CERAMIC TILE GP GYP. BD. / EGGSHELL PT. CA CARPET W PAD / CV COVED SHEET VINYL- 6" W/ METAL TRIM GYP. BD. ENAMEL P T. CT CERAMIC TILE TS RUBBER TOPSET CMU CONCRETE MASONRY SV SHEET VINYL w/ COVE CB CARPET BASE pip CONCRETE MASONRY WALL - EPDXY PAINT VT VINYL COMPOSITION TILE CONCRETE MASONRY WALL UNPAINTED NVT NON - STATIC / COPPER GROUN V INYL TILE , CEILING MAT N GL GLASS AT ! ACOUSTIC CEILING TILE CASEWORK MAT/FIN WAINSCOT MAT/FIN 1GW. BD. / GE ENAMEL kASflC PL L/ MINATE FRP I FIIBER RREii F O t VT ; VINYL FACE GYP. BD. 1 COUN TER TOPS M A T/FIN CT ;CERAMIC TILE 1 EP . EPDXY PAINT PL !PLASTIC LAMINATE DOOR & HARDWARE NOTES DOOR & W1MOW CODE LAST I SHEET 48. 2) NO DOOR ST } '80' HINGES AND FULL ASTRAGAL CONSTRUCT! FRAME MATERIAL i MISCELLANEOUS HC .HOLLOW CORE HY HOLLOW ME TA& C ,� � CLEAR A�►401ZcD _'� isa. : SS (Lc 4s 4' )ER SC � solo CORE + SEAL SMOKE S� (PEW O 58881) ST :STOREFRONT a t C' 1M4 UFO( f WS I WE THERS TRIPPING DOOR FACE MATERIAL IFINIS'H S F$ i Al TOMA TIC F1U'SH BOL T V 1 11 TAL PT . PAINT SG , SAFETY GLAZ1i4G 1 w 'AOOo FF r FACTORY FINISH _ TH ; THRESHOLD CL A L I AL, EAR �DDIZED _ ST 1 STAWi r • Door hardware to be supplied as port of the storefront system. Group A: Office Lockset: D50P0 -626 Door Stop: Quality /331EXX332X4 " riser x US26 Hinges: 1 1/2 pair - Stonley *88179. 4'4 US26 ball bearing Smoke seals: Pemko S8881 Group 8: Storage Lockset: Schloge D66PD -626 Door Stop: Quality #331EXX332X33 " riser x US26 Hinges: 1 1/2 pair - Stonley #F88179, 4W US26 boll bearing Smoke seals: Pemko S888L Closer: LCN 4210 Group 81: Storage Lockset: Schloge 066PD -626 Door Stop: Quality #331EXX332X% riser x US26 Hinges: 3 poir - Stonley F88179, 4 1/2" US26 ball bearing Smoke seols: Pemko S888L Closers: LCN 4210 Group C: Exterior Metal Lockset: D50P0 -626 (Marine grade) Door Stop: Quolity /331EXX332X% riser x US26 Hinges: 4 - Stonley fFBB179. 4W US26 ball bearing Smoke seols: Pemko S888L Closer: LCN 4210 Weatherstripping: Pemko 5880 Group C1: Exterior Metal Lockset: D50PD -626 (Marine grade) Door Stop: Quolity #331EXX332X% " riser x US26 Hinges: 4 - Stonley flFB13179. 4W US26 ball bearing Smoke seats: Pernko S888L Closers: LCN 4210 Weatherstripping: Pemko S88D Group D: Interior Toilets Push & Pull plates Closer: LCN 4210 Hinges 4 - Stonley F B8179. 4W US26 ball bearing Smoke seols: Pernko S888L Group E: Passage Latchset: Schlage D105 -626 Door Stop: Quality 0331 EXX332X1 /2 " riser x US26 Hinges: 3 pair - Stanley #FB8179, 4 1/2' US26 ball bearing Group F: Exterior ToNets Privacy Lotchset: 0405 (Marine grade) Door Stop: Quality #331EXX332X3 " riser x US26 Hinges 4 - Stonley (88179. 4 US26 boll bearing Smoke serfs: Pernko S888L Closer: LCN 4210 Weatherstripping: Pemko S880 Note: Controctor to submit hardware schedule to Architect for review / approval_ F • 001 002 003 004 005 006 007 101 102 103 104 105 106 107 108 113 115 117 118 120 121 123 139 140 141 PT M PT M PT M PT M PT M ST AL M PT M M PT M M PT M M PT M M PT AL M PT AL M PT M M PT M M PT M M PT M M PT M M PT M s a) a. ST ST 3'- 0 "(2' -0 ") X 7' -0" ST 3'- 0 "(2' -0 ") X 7' -0' ST 3'- 0 "(2' -0 ") X 7' -O' ST ST s 3'_0 "(2'_0 ") X 7' -0 F S S S FSL FSL FSL S F FSL FSL F F F S S F x (1) 3' -0" X 7'--0" 3' -6" X 7'--0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7'--0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3'--0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3'-0" X 7-0- 3'-0" X 7'-0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3'--0" X 7' -0" 3' -0" X 7' -0" 3' -o" x 7'--0" 125 F 3' -0" X 7' -O" 27 F PR 2' -6" X 7' -0" 30 FSL 3'--0" X 7' -0" 132 FSL 3' -0" X 7' -O" 133 FSL 3' -O" X 7' -0" 135 F 3' -O" X 7' -O" 136 FSL 3' -O" X 7'--0" 138 S 3'-0" X 7'-0" 3' -0" X 7' -0" 3' -O" X 7' -0" x 7' -0" 153 F 3' -O" X 7 -0" 154 F 3' -0" X 7' -0" 157 FSL 3' -0" X 7' -O" 158 F 3' -0" X 7-0" 159 FSL 3' -O" X 7' -O" Z6LAZIN6 ST V) U ST ST ST ST ST ST SC 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC 1 3/4" SC DOOR SCHEDULE (DETALS ON SHEET A8.+ u0.10 r Li. 1 3/4 SC WD ST 1 3/4" SC M PT 1 3/4" SC WD ST 1 3/4" SC WD ST 3/4" SC WD ST PT PT 10 11 PT PT FF FF PT PT M PT 10 11 10 10 1010 10 10 10 10 PT 10 11 PT 10 11 PT 10 11 PT 10 11 M PT 10 11 AL FF 10 10 M PT 10 11 M PT 10 11 F 4 _411 F pp IL 11 '41 of aF F.a9411374 Root 13/A4.2 13/A4.2 13/A4.2 13/A4.2 10 10 - 13/A4.2 13/A4.2, 15/A8.1 ALL FENDOr S SHALL HAVE 6ALVA ZED r RF t:50 PROrECTION SCREENS • SAFETY 6LAs.'' . a) 0 15/A8.1 15/A8.1 15/A8.1 15/A8.1 14, 15 14, 15 14, 15 14, 15 15/A8.1 13/A4.2, 15/A8.1 FSL 0 0 0 * * 13/A4.2, 15/A8.1 B 0 0 0 0 0 0 C 1 HR A 0 A 1.5 HR A 1.5 HR A 1.5 HR A 1.5 HR A 0 A 0 A 0 A 1.5 HR A 0 14, 15 E 0 13/A4.2, 15/A8.1 B 1 13/A4.2, 15/A8.1 B 0 13/A4.2, 15/A8.1 B 0 13/A4.2, 15/A8.1 B1 0 13/A4.2, 15/A8.1 A 0 13/A4.2, 15/A8.1 A 0 - 13/A4.2, 15/A8.1 A 0 13/A4.2, 15/A8.1 A 0 13/A4.2, 15/A8.1 A 0 14, 15 A 1.5 HR A 1.5 HR B 0 B 0 B 0 13/A4.2, 15/A8.1 A 0 A 0 13/A4.2, 15 A8.1 A 0 DOOR & WIIDOW TYPES 0 CC a� SCL,WS,SG,TH, *2 SCL,WS,SG,TH, *2 SCL, WS, SG, TH, *2 SCL, WS, SG, TH, *2 SCL, WS, SG, TH, *2 SCL, WS,SG, TH, *2 SCL, WS, SG, TH SCL, SS SCL, SS S CI& S S SCL, SS SCL, SS SS SS SS A 1.5 HR SCL, SS SS SS SS 0 SS, SCL SS SS SS SS SS SS SS SS SS SCL, SS A 1.5 HR SCL, SS SS SS SS Ss SAFETY &LAzn+b s+Da16Hr STORAGE VT TS GE E G G • LOCK 'S SV V CV UNIFORM G 'OP N OPEN • 155 - STORAGE 156 DISTRIBUTION SUPERVISOR 157 HALL 158 HALL VT VT VT VT TS GE GE E GE /G TS GE GE GE 'GE /GL TS GE GE GE GE TS GE /GL GE /GL GE /GLIGE /GL 13' -0 13'-0" -- - 9' - 0" 13' -0" AT AT AT AT 101 102 103 106 SHUTTLE SCHED. 107 DAMAGE 108 TBK 109 110 OPEN 111 112 115 ONLINE MANUALS VT TS GE GE GE GE 117 118 119 120 121 122 12 125 1 128 129 130 DISTRIBUTION DEPT. 132 133 134 135 (E) DOCUMENT STORAGE VT TS GE GE GE GE 136 PARTS 139 TIRE 150 1 Room Name Floor Base (E) RECEPTION VT TS OFFICE VT TS OFFICE VT TS FILES VT TS GP GP GP GP OFFICE VT TS GP GP GP GP ELECTRICAL T HALL VT TS HALL MGR. MGR. F E VT TS GE GE GE GE 0 A' -0• J MEN MGR. 137 PARTS STORAGE E* 138 WARRANTY STORAGE STORAGE E* FLUIDS • STRIP 1 SAND (!) FLOOR GLEAN OF ANY 61..11E RESIDUE FROM SON ILIN& ALLEY. VT TS VT TS GP GP GP GE GE GE GE VT TS GE GE GE L GE VT TS GP GP GP GP GP GP GP GP GP GP GP GP VT TS GE GE GE GE NVT TS GE GE GE GE VT VT TS T GE GE WOMEN CT CT GE GE GE GE VT TS GE GE GE OFFICE VT TS GE GE DISTRICT MANAGER VT TS GE GE SCHEDULER VT TS GE MAINTENANCE SC* TS GE VT* TS GE GE GE GE STORAGE SC TS GE E TS GE ND GE GE GE GE GE GE GE GE GE GE FINISH SCHEDULE (SEE SHEETS AtIA&B FOR REFLECTED clime PLANS) Walls E S W Ht. Mat/Fin Ht. GE GE GE GE GE GE GE GE GE GE GE GE GE GE GE GE Wainscot Ceiling 113 MAINTENANCE MANAGER VT TS GE GE GE GE/GL GE GE/GL GE GE FR Mat/F Casework Counters Remarks - 0" AT -0" AT -0" AT - 0" AT -0" -0" (E) OPEN 0 OPEN OPEN OPEN OPEN OPEN OPEN t)04• • RVIOED FOR SU - 9, 1:13 \ Avoka fIECENED Peamff CENTER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSI-40RE HVVY 0300 MI TEL (650) 692-9971 MO FAX (650) 692-0181 MN REMOVE (E VENTS 4 LI PATCH ROOF AS REQ. TO MATCH ADJACENT '60156 At ICI) SEP - 9 2005 (t) MAINTENANCE BAY SLAB BEYOND MAINTENANCE BUILDING - NORTH ELEVATION (AT PLAZA) MAINTENANCE SAY • %AZ arrow RPM+ OWE SARI m FtNI SOUTH a (R) TECH. UNIT BASE, REPAIR BUILT -UP ROOF TO MATCH EX6. SCOPE OF WORK MAINTENANCE BAY SLAB 17 17 9 RV CANOPY MAI'ITENANCE BULDIIG - EAST ELEVATION .- BIOME OF WORK L 16 1 i i SCOPE OF WORK 10 (15 N i 1'A5.4 - 8 046l+ r 4K.F - POLLS � ' eLACK VVYL CHAIN L I . SLAT GATES 15 KAI MA,1TENANcE BLLDIIG -SOUTH ELEVATION REMOVE (E) VENTS 4 Q4 PATCH ROOF AS REQ. TO MATCH ADJACENT ^91 RAMP TO GRADE, TM SEE CrYIL 4.11■■..• 11 SCOPE OF wows 1 14 FISH NOTES SCOPE OF WORK 0 EXISTING PL ASTER / cONCRETE WALLS - PAINT REMOVE (E) GLASS. REPLACE w/ TEMPERED GLASS. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL (N) SKIMCOAT PLASTER o/ (E) CONC. MASONRY WALL - PAINT BREEZEWAY CANOPY SHOWN IN SECTION • REMOVE (E) PLYYM000 PANELS. INSTALL (N) GLASS 1MNDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS (E) GLU -LAM BEAMS - PAINT (N) ROOFING REMOVE (E) VENTS PATCH ROOF AS REQ. TO MATCH ADJACENT (w MECH. Lam - SEE MECH. P/ 5 (TYP) SCOPE OF WORK 13 1 • 12 (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS (N) SPUT -FACE CONC. MASONRY WALL - PAIN T (N) A CANOPY o/ (E) CANOPY FRAMEWORK (N) METAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASCIA AS REQ. X14 () MULLION s +4'-0" - I MATCH (t) COLOR. PAINT INSIDE OF 14 &LASS FLAT BLACK FOR SPANDREL PANEL (TM) -T- (E) Pt AZ CANOPY - PAINT 1 1 Q�1 /�p1111�,T RAP! TO GRADE 11 M, SEE GM, I n 0 (N) METAL ROLL -UP DOOR - AINT © (N) METAL MAN DOOR - PAINT Q (N) PLASTER FASCIA TO MATCH (E) PLASTER FASCIA ® (N) PLASTER FINISH ;10 1 : 10 SCOPE OF WORK SCOPE OF WORK 1 (N) BLACK CHAIN LINK DOOR w/ W000 SLATS (N) PAINTED METAL ABOVE GROUND FUEL T ANK (N) PREFABRICATED ENCLOSED METAL SOFFI T (N) PAINTED METAL BOLLARDS 0 1 i : w co a w dot (N) CONC. RAMP W/ PAINTED METAL HANDRAIL (E) GROOVED POURED CONCRETE WALL - PAINT WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN -UNK FENCE * MINOOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM NTH SOLAR TNT GLAZING (MATCH EXISTING COLOR) (11 U pqr Qf Tukwila BUILDING DoN ( 6' ,,,_____ 1v MECH. UNIT r-------- BA REPAIR JILT- ROOF TO MATCH EX6. J OF WORK 6.0 MECHANICAL. SCE (t) STOREFRONT DOORS 1/8"= T -Or" RECEIVED CITY OF Tt$ WLA AUG ti 200` Pewit carrEP TAIT swim I-ow BLUNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1553 BAYSHORE HWY *300 CA - 94010 TEL (650) 692 -9911 FAX (650) 692 --0181 . ...,�: SECT v pP_ , 1111- . /� , 1 ' .. 1111 1111 '.J •�, CONSTRUCTION SET "i /2q/05 NO. CLIENT REVISION!, DRS MODIFICATION REVISION g a: 06 D go Z� ). 2 „ ,1 1.icc P � a4 1 g U WET * OF - 1/14/05 5/10/C5 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IUMEDIATELY BE REPORTED TO THE ARCHITECT Z Z cQ J CE1 > � Q W J Z w w cc — Q Q W W DATE [io 20457.07 ■ • niui�u !•"•1nir,1 .1IIIIIIIIuIII (F.) THEATER CONCESSIONS CONSTRUCflON SET 1/2a /os CLIENT REVISIONS 1/14/05 REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY All FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 1 • J 1 4 OF V., e FLLEIS ROOM SCOPE OF WORK (h1) MECHANICAL SCREEN ADMINISTRATION BUILDING MAINTENANCE BUILDING -WEST ELEVATION 1 1-HOL cELIIG N < OPEN I (N) BLACK VINYL TO PLAZA GRAIN - LINK FENCE BEYOND w/ GATE (BEYOND) li E (h; -MOUR GE 4:6 714ROUGWAr 5AR5E :.A rd 518 Tye 'X' GYP.HD_ AF'PLW AT RIGHT ANGLES TO .09 1'11 •a 1"; "5' OR VC SCRS* 24' O G.. PAGE LA'! 545' '" . 6` P . APPLIED A' Ri6i4' ANGLES TO JOTS r K` 1-7.e* T`ePE `5' CR Inii SGREF6 17 0 G_ FACE LAYf3t TYPE '6' DRYPIALL SIRENS S "LAZED 2' BACK ON El TIM WE OF FACE L AYER BV JOINTS. a O.C. 9 ROOF SHEATHI NG - Sff STRUCTURAL ' 4 � (N) FAMINE'. SEE STRUC1URA4. i IE FIN. GRADE 1- 1 FLASH NOTES SCOPE of WORK EXISTING PLASTER /CONCRETE WALLS - PAINt REMOVE (E) GLASS. REPLACE w/ TEMPERED GLASS. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL (N) SKIMCOAT PLASTER 0/ (E) CONC. MASONRY WALL - PAINT MAINTENANCE BUILDING (E) BUILDING ALLEY) REMOVE (E) PLYWOOD PANELS. INSTALL (N) GLASS 1MNDOWS IN (E) FRAMES. COLOR / 11NT TO MATCH (E) (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS © (E) GLU -LAM BEAMS - PAINT ®3Ro0nP NOT USED /11`)/_Ai / () BLOCKING, SEE STRUCTURAL — 7 . - - -- - cam CONC. SLAB (SE STRUCTURAL) 0/ 6 MIL VAPOR 81 COMPACTED MAP re 2 LAYER TYPE "X" 6Y7130. () GMU HALL, SO STRUCTURAL var • t! + j tm ICY IF! f ►wi *al �f Al i k4I tto Inf r \ PACKING FOR oGYPBP. AS NECESSARY (r.) Gr1) f�{AL1 r r . J (W I-} BUR CEILINib THRouediarr EX6. AND N EM GEIL INS STRUCTURE, N SE: \ 2 \ O 6LU -LAP4 EE A 4 AtV FOOTING BEYOND (SHOO S4 ASHED ) \ \ • .( ( ( i i 1 " I ( GNU MALL 040 PLATE - 'RAP r4/ 2 LAYERS TYPE "X" 6YP.BD. (E ) CONC. SLAB • SECTION @FUSS ROOM e MAIITBIAN� BUILDING • (E) CONC. WALL ()) RE6LET, FLASHING t CANT STRIP - REPLACE w/ (M) RSGLET, FLASHING 4 CANT STRIP TO MATCH (E) (NOTE: CANT STRIP COMPLETELY COVER CONVRETE ANCHORS) (k) L.EPGER Y4' CONC. SEE STRU O (N) METAL // FLUSH FACE CANOPY & STEEL COLUMNS O (N) SPUT -FACE CONC. MASONRY WALL - PAINT 0 (R) A C CANOPY 0/ (E) CANOPY (N) METAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASCIA AS REQ. intuffilmiri IMPOPIPIEWA• (R) BUILT -UP ROOFING AND REPLACE w/ NEW BUILT -UP ROOF SLOPE TO MATCH EX&. (I/4" PER FOOT, MIN) (N) 0/ (E) METAL CAP FLASHING (E) PLAZA CANOPY - PAINT SCOPE OF WORK (4) FRAMING, SEE STRUCTURAL L (E) coNC. Foam* (N) METAL ROLL -UP DOOR - PAINT (N) METAL MAN DOOR - PAINT (N) PIASTER FASCIA TO MATCH (E) PLASTER FASCIA (N) PLASTER FINISH VIP • 1=4:1" (R) 2x6 (R) 2X8 TRIM (R) DOY$ SPOUTS ' 4 1 I I ` j 1 U (R) COPING, FASCIA, CANT STRIP i BLOCKING • OVAL CANOPY (N) BLACK CHAIN UNK DOOR w/ WOOD SLATS (N) PAINTED METAL ABOVE GROUND FUEL TANK (N) PREFABRICATED ENCLOSED METAL SOFFIT (N) PAINTED METAL BOLLARDS (N) FLUID G ROOM EX LEI ON (SEE A2.1) FIN. GRADE SOUTH (14) 8'-O' HIGH SPLIT -FACE L IB GMU TRASH ENCLOSURE 0 (N) L5L RIM, SEE STRUC1URAL (W WPC. FOOTING, SEE STRUCTURAL r+,4iHr. BAY SLAB 8 • (N) CONC. RAMP W/ PAINTED METAL HANDRAIL (E) GROOVED POURED CONCRETE WALL - PAINT WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN -UNK FENCE * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM NTH SOLAR T1NT GLAZING (MATCH EXIS11NG COLOR) SCOPE OF WORK SEE BEYOND 16 EVIEWED CODE COMPLIANCE 4 A000nuvn SEP - b 2035 City Of "TUkwila BUILDING DIVISION 1 1 1 Wm I- IT 32 yR p EXALT-UP ROOF INTO (1V) CONTINUOUS 20 6A06E 654 GUTTER (PA I NT) ALON6 NEW EDGE OF ROOF (N) 2X FASCIA TRIM - SCOPE OF WORK 4'x4" 20 &A 694 RECENED CITY OF 1 %WAA MiG' i 2005 PE CENTER 04) SPLASH BLOCK AT GRADE SEE CAM BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY •300 BURLINGAME - CA - 94010 R TEL (650) 692 --9911 FAX (650) 692 -0161 1. 1 1 \ _ T _ _ _ , • 4 Ill , •........ , I 1 \ _ i . _ _ _ , • 4 , •........ , I ... :IP ....... , , ,-ilr .ir ' t tiflt MEN'S TOLET ROOM ELEVATIONS WOMEN'S TOILET ROOM ELEVATIONS T 1I1I111I11111' 1� I1111111111111111111I1IIIIIII111IIIIIIIIl1I111IIIJI111I11I 7 1 0( 141aCii r .411 )0 MIN GLR I6' -2 1/2" 13'-O I/2" MANTENANCE BULDING U FOR ACCESSBTY STANDARDS, SEE 1/4-21-0° Au..s THIS SHEET & SHEET A9.A9.1. . 000 �oo ±4' -IO" 8'-0" 36 I /2" 15'-O 1/2 60" MIN GLR t q � A, ENLARGED WOMEN'S TOILET ROOM PLAN . \\J ( 1 1, 1 1 #. ,/ t ACCESSIBLITY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. 8) Water closet flush device shall: Be mounted at 44" max AFF, on accessible side of W.C. Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than o 5—lb force to operote. 2. Toilet paper dispenser shall allow o continuous flow of paper. 3. Grab bars A) Grob bars shall be stable and not move or rotate in their fittings. B) From a 250—lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be Tess than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be less than the allowable shear stress of the grab bor material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be Tess than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least a 1/8" radius. E) The side wall grub bar shall be placed within 12" of the W.C. wall & extend of least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operote. Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrosive elements and drain pipes shall extend no more than 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 6. Door signage shall comply with ADA Sec. 4.30. See A4.1, A14.1 & A14.2. A4.2, FIXTURE & ACCESSORY SCHEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. Noir Q ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. 0 WATER CLOSET W/ FLUSH VALVE 014 ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL —HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. @ ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. O PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. 0 MIRROR — 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY Q3) WITH METAL J —TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POLISHED. SEE 3/A4.2. ✓,p4 o:40 TOILET PAPER DISPENSER — BOBRICK B -2740. SEE 5/A4.2. FLOOR MOUNTED PAINTED METAL TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER — BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL — BOBRICK B -254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER — BOBRICK B -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER /DISPOSAL BOBRICK B -3942. SEE 4/A4.2. SOAP DISPENSER — BOBRICK 8 -822. SEE 4/A4.2 36" GRAB BAR — BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42" GRAB BAR — BOBRICK B-6106.99 X 42. SEE 1,2,5/A4.2. CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION — BOBRICK B-212. SEE 4/A4.2. PURSE SHELF — BOBRICK B -287 FOLDING UTILITY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL—MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR—MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER — SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12' x FULL HEIGHT W /SLOPING TOP. BENCH. NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. PECENED CITY OF TuRviluk AO (7, x; + CEN'cP BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 CA — 94010 TEL (650) 692 -99 MI 111 111 FAX (650) 692 -0181 CONSTRUCTION SET v2a/os NO. :., DIMENSIONS GLIENT REVI514N5 041E IVVO4 REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a 0 CD J CC ILLI 1 01 ()CC< 0 1 Z 1 4 ' 2 A4.1 b/28/05 ?/14/05 DATE J08 ra 20467.O3A SHEET V 1 I • ....... , , tiflt MEN'S TOLET ROOM ELEVATIONS WOMEN'S TOILET ROOM ELEVATIONS T 1I1I111I11111' 1� I1111111111111111111I1IIIIIII111IIIIIIIIl1I111IIIJI111I11I 7 1 0( 141aCii r .411 )0 MIN GLR I6' -2 1/2" 13'-O I/2" MANTENANCE BULDING U FOR ACCESSBTY STANDARDS, SEE 1/4-21-0° Au..s THIS SHEET & SHEET A9.A9.1. . 000 �oo ±4' -IO" 8'-0" 36 I /2" 15'-O 1/2 60" MIN GLR t q � A, ENLARGED WOMEN'S TOILET ROOM PLAN . \\J ( 1 1, 1 1 #. ,/ t ACCESSIBLITY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. 8) Water closet flush device shall: Be mounted at 44" max AFF, on accessible side of W.C. Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than o 5—lb force to operote. 2. Toilet paper dispenser shall allow o continuous flow of paper. 3. Grab bars A) Grob bars shall be stable and not move or rotate in their fittings. B) From a 250—lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be Tess than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be less than the allowable shear stress of the grab bor material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be Tess than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least a 1/8" radius. E) The side wall grub bar shall be placed within 12" of the W.C. wall & extend of least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operote. Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrosive elements and drain pipes shall extend no more than 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 6. Door signage shall comply with ADA Sec. 4.30. See A4.1, A14.1 & A14.2. A4.2, FIXTURE & ACCESSORY SCHEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. Noir Q ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. 0 WATER CLOSET W/ FLUSH VALVE 014 ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL —HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. @ ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. O PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. 0 MIRROR — 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY Q3) WITH METAL J —TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POLISHED. SEE 3/A4.2. ✓,p4 o:40 TOILET PAPER DISPENSER — BOBRICK B -2740. SEE 5/A4.2. FLOOR MOUNTED PAINTED METAL TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER — BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL — BOBRICK B -254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER — BOBRICK B -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER /DISPOSAL BOBRICK B -3942. SEE 4/A4.2. SOAP DISPENSER — BOBRICK 8 -822. SEE 4/A4.2 36" GRAB BAR — BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42" GRAB BAR — BOBRICK B-6106.99 X 42. SEE 1,2,5/A4.2. CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION — BOBRICK B-212. SEE 4/A4.2. PURSE SHELF — BOBRICK B -287 FOLDING UTILITY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL—MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR—MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER — SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12' x FULL HEIGHT W /SLOPING TOP. BENCH. NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. PECENED CITY OF TuRviluk AO (7, x; + CEN'cP BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 CA — 94010 TEL (650) 692 -99 MI 111 111 FAX (650) 692 -0181 CONSTRUCTION SET v2a/os NO. :., DIMENSIONS GLIENT REVI514N5 041E IVVO4 REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a 0 CD J CC ILLI 1 01 ()CC< 0 1 Z 1 4 ' 2 A4.1 b/28/05 ?/14/05 DATE J08 ra 20467.O3A SHEET V 1 • • fit x-.660 r` r+ . wzAr .�� ,AAA VVZOVV,AA vvvv. , . /z.�viv • THRESHOLD @ TOLET ROOMS s•r -o° PiNITE " �OLIiE CONTROL 'TELEPHONE sue — � LfrdLLf �v0LuME CONTROL TELE PHONE HALF SCALE 6' CONCRETE FLOOR BLACK NEOPRENE T- 5NoL.D REDuceR DOOR 1 NET. FRAME r1/ CLOSER SEE !'DOOR SCHEME 14' - , .'2' Ri5E .r :2 SLOPE ("'P EA SCE) vorIGAL. iidr (FY EA TFUESHOLD @ TOLET ROOMS 3 KITE V+I1TE BLUE 11141 T W�H BRAILLE 516N MEN'S TOILET SIGN WALL MOUNTED BRAILLE 5I6N WOMEN'S TOILET SIGN ELIE FOR Sibti :A Fur viescessai ear HBRE 1'-0' BRAILLE >MEN 1 6" b' ENVY i SYMBOL FilOPORn016 r NO SCALE 1/4" THICK WHITE BLUE BRAILLE WHITE NEL stem 4 A DECAL. M71/i!EP T17 6LAfb OR A PLASTIC 5I6i1 MIME; ON 61'1 SOMD IMLL A�SSLE BITRY DOOR SIGN IiI1LF WALE 8' MIN isolimuumm mow .__ • • ••• is immismors .411111. MIN II WPM '1.111 MIL 11111111111111/ 1111 ■.Ism...` _g iiUUU■ 3 I/2 =- ■ (0) SYMBOL PROPORTIONS INTERNAT'L ACCESS. SYMBOL No SCALE 17" MIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. (A) SPOUT HEl6HT AND KNEE Ci.EARANGE ADA SEC. 4.15.2, 4.15.5 ACCESSIBLE DRINKING FNTN NO SCALE A) B) oA SEC. wa, - sae TOLET DOOR SIGNAGE 6 SECTION @ LAV. COUNTER 3 n , -P 6R,AB BAR: �• M IT1 36 MIN 12' MM. I i 9 1 . e�lac w�u. 14* mw4 z ' MAX GYP. BD. } (b) D!SPLAY CONDITIONS (B) CLEAR FLOOR SPACE ADA SEC. 4.15.5 "~ -- FULLY CAULK ALL JOIws rv' CLEAR SILICON SEALANT PREFORMED PLAS. LAM. COUNTER M✓ SPLASH 4 SELF- RIMMIN6 SINK 16' X 16'X 1 112' WIDE 1/4' 5TL 'L' ANGLE Pi/ 45' BRACE • O.G. MAX. FOR UNDERLOUNTBR CLEARANCES SEE NOTE: INSULATE HOT YMATE'R 4 DRAWN PIPING PER ADA/AZ 54' MIN GRAB BAR: MAX 42' MIN :ice WIALL L,J ADA SEC. 4. (WO /INS A117.1 SEC. Me MO ADA SEC. 4,115 ao +►tv rott MO AMIT.1 SEC. 4.1, MIMS A�SSB..E W.C. IJFI'IAL ■o SCALE 1 iRj 0V • • J No Z 1 XT. 18 2 N 1:? r .6' MIN ' MIN ) KNEE CLEARANCE: 8' MIN v -I-- 1 TOILET ACCESSORIES AND SIMILAR DISPENSIN& AND DISPOSAL FIXTURES. ADA SEC. 42.5, 4.2.6 & 427 ACCESSIBLE HEIGHTS OF OPERABLE MECHANISMS No SCALE CLEAR FLOOR SPACE FLUSH ACTIVATOR ON AIDE SIDE (`TYP) 4' • WAS 52' Mitt PIALI MOUNT /C: 56' MIK MAXIMUM HEI6HT OF r _ ALL OPERABLE PARTS INGLUDINS COIN SLOTS 2 NG DT'TSTON ,- : 6 MAX TOE SPADE DEPTH: 11 MIN C,LR NOTE: DASHED U!E INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL IJND'ERLAVATORY ENCLOSURE. ADA SEC. 4.19.1 - 4.19.6 AN SEC. 4.18 ACCESSIBLE LAVATORY 32' SINGLE O•C.UPANGY TOILET ITIPLE TOILET STALL ADA 9EC. I.A 842 IIDIVDUAL TOLET STALLS NO SCALE 60' MIN CLR FLOOR MOINT PC. 5r tat Oty Of Tukwila NO SCALE PEROT art OF 5 2t1 ADA SEC. 413 - 117.6 ANN A/V.1 SEC. 1.11 - 4.9.6 AC�SSB..E TOLET STALL V' D OF ROW ND SCALE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURL I GAME - CA -- 94010 S TEL (650) 692 -9911 FAX (650) 692 -0181 MN b R8 42G w 1:1 4*S2§ 14;1 8g2 g40, 8 i r iPig g ° 66 -( il5 W iAN A SST • OF illi • • fit x-.660 r` r+ . wzAr .�� ,AAA VVZOVV,AA vvvv. , . /z.�viv • THRESHOLD @ TOLET ROOMS s•r -o° PiNITE " �OLIiE CONTROL 'TELEPHONE sue — � LfrdLLf �v0LuME CONTROL TELE PHONE HALF SCALE 6' CONCRETE FLOOR BLACK NEOPRENE T- 5NoL.D REDuceR DOOR 1 NET. FRAME r1/ CLOSER SEE !'DOOR SCHEME 14' - , .'2' Ri5E .r :2 SLOPE ("'P EA SCE) vorIGAL. iidr (FY EA TFUESHOLD @ TOLET ROOMS 3 KITE V+I1TE BLUE 11141 T W�H BRAILLE 516N MEN'S TOILET SIGN WALL MOUNTED BRAILLE 5I6N WOMEN'S TOILET SIGN ELIE FOR Sibti :A Fur viescessai ear HBRE 1'-0' BRAILLE >MEN 1 6" b' ENVY i SYMBOL FilOPORn016 r NO SCALE 1/4" THICK WHITE BLUE BRAILLE WHITE NEL stem 4 A DECAL. M71/i!EP T17 6LAfb OR A PLASTIC 5I6i1 MIME; ON 61'1 SOMD IMLL A�SSLE BITRY DOOR SIGN IiI1LF WALE 8' MIN isolimuumm mow .__ • • ••• is immismors .411111. MIN II WPM '1.111 MIL 11111111111111/ 1111 ■.Ism...` _g iiUUU■ 3 I/2 =- ■ (0) SYMBOL PROPORTIONS INTERNAT'L ACCESS. SYMBOL No SCALE 17" MIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. (A) SPOUT HEl6HT AND KNEE Ci.EARANGE ADA SEC. 4.15.2, 4.15.5 ACCESSIBLE DRINKING FNTN NO SCALE A) B) oA SEC. wa, - sae TOLET DOOR SIGNAGE 6 SECTION @ LAV. COUNTER 3 n , -P 6R,AB BAR: �• M IT1 36 MIN 12' MM. I i 9 1 . e�lac w�u. 14* mw4 z ' MAX GYP. BD. } (b) D!SPLAY CONDITIONS (B) CLEAR FLOOR SPACE ADA SEC. 4.15.5 "~ -- FULLY CAULK ALL JOIws rv' CLEAR SILICON SEALANT PREFORMED PLAS. LAM. COUNTER M✓ SPLASH 4 SELF- RIMMIN6 SINK 16' X 16'X 1 112' WIDE 1/4' 5TL 'L' ANGLE Pi/ 45' BRACE • O.G. MAX. FOR UNDERLOUNTBR CLEARANCES SEE NOTE: INSULATE HOT YMATE'R 4 DRAWN PIPING PER ADA/AZ 54' MIN GRAB BAR: MAX 42' MIN :ice WIALL L,J ADA SEC. 4. (WO /INS A117.1 SEC. Me MO ADA SEC. 4,115 ao +►tv rott MO AMIT.1 SEC. 4.1, MIMS A�SSB..E W.C. IJFI'IAL ■o SCALE 1 iRj 0V • • J No Z 1 XT. 18 2 N 1:? r .6' MIN ' MIN ) KNEE CLEARANCE: 8' MIN v -I-- 1 TOILET ACCESSORIES AND SIMILAR DISPENSIN& AND DISPOSAL FIXTURES. ADA SEC. 42.5, 4.2.6 & 427 ACCESSIBLE HEIGHTS OF OPERABLE MECHANISMS No SCALE CLEAR FLOOR SPACE FLUSH ACTIVATOR ON AIDE SIDE (`TYP) 4' • WAS 52' Mitt PIALI MOUNT /C: 56' MIK MAXIMUM HEI6HT OF r _ ALL OPERABLE PARTS INGLUDINS COIN SLOTS 2 NG DT'TSTON ,- : 6 MAX TOE SPADE DEPTH: 11 MIN C,LR NOTE: DASHED U!E INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL IJND'ERLAVATORY ENCLOSURE. ADA SEC. 4.19.1 - 4.19.6 AN SEC. 4.18 ACCESSIBLE LAVATORY 32' SINGLE O•C.UPANGY TOILET ITIPLE TOILET STALL ADA 9EC. I.A 842 IIDIVDUAL TOLET STALLS NO SCALE 60' MIN CLR FLOOR MOINT PC. 5r tat Oty Of Tukwila NO SCALE PEROT art OF 5 2t1 ADA SEC. 413 - 117.6 ANN A/V.1 SEC. 1.11 - 4.9.6 AC�SSB..E TOLET STALL V' D OF ROW ND SCALE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURL I GAME - CA -- 94010 S TEL (650) 692 -9911 FAX (650) 692 -0181 MN b ... .. .. .• DATE .1016 !MQ_ 11/1/04 20457 %JUT A6.1A e OF at ... .. .. .• MATCH 5 A6.IB A A6.1A WARRANTY - STORAGE- :138 ii , i 1111 min . 0 11 o s s - 31:12 ;ITIZEIGEV I 0 II rialovrimil NMI �� ■ � ■ ■�w iiuimmi � � Mole 0 IMO ' PARTS STORAGE I U • '��eiiiiii OM ° ■d�� ° m uu 1111111MINEMIIMMINI STORAGE -- 150 - • SIM UM M. OM Y L 11 r • L. _ • r -r N s • 1 4. t t_ J J L 3 _ _ 101 &HMS; 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128), MEN (129), DISTRIBUTION DEPT (130), ASST M&D MANAGER (132), DISTRICT MANAGER (133), DISTRICT COORD (134), STORAGE (150), (1) FLUIDS (151), TIRE STORAGE (139), WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN /BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHTING INFORMATION AND LOCATIONS. 3. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513. 4. DOORS 105, 104. 113, 114, 103. 115, 139. 140 AND 102 S;H ALL BE INSULATED TO THE MINIMUM REQUIREMENTS OF AN S -1 OCCUPANCY FOR A SEMI- HEATED SPACE. PER WASHINGTON STATE ENERGY CODE SECTION 1310.2. _ r ■ M 101 : 1 REFLECTS) �LtIG PLAN NOTES 6. GANGED SvoraIES SHALL RECEIVE Ct COVER PLATE_ 10 GRID SYSTEM 9i A.. 8F M T ALI.ED 45 PER Y ANUF AC TURER - S SPE c, cA mods ANC RE =WEND* TONS MAI'iITENANcE BLLDIIG PARTIAL FEFLECTED �LIIG PLAN A w - 1■1■M11■11 _ ■ lol 1 . REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD COUNGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS, CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE, BOTH WAYS. 1 CONTRACTOR TO VERIFY Ail DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES, PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FI XTURES TO INSURE PROPER WORKING ORDER. 5. ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED A T 48' A_F. F UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WII$ITE AND SIMTCH DEVICE SH ALL BE WHI TE. 7. MIL COMIRACUR SHALL 1I0OFY 1113) CLEANUNNCES MOTE CMOS FM! SPECIRED FUME'S MN. 10 010111IND WILLIES: B. Ni. OONIULIITS !HALL E CBfEIED OIO►N! NM ON A FILL CEILING 7AIE tNLESS ausam I NKJ1113). E SIAM= ACOUSIICAL CEILING Wu. IIE NOUIf ED AT V-O' UNLESS ONEMINE NOM 11. CERIUM SWIMS SHILL COMM COIMEIELY 10 2003 SC. SEE =Una& °RAMOS . f2 sr AN(ERS AND FIR ACING = JR 'NE caiNG atID SH AL,. BE INS AL BY Ta+E SL'SPE 0EED LANG SUBCaN TRAC TOR f j At. i MC EIRACINC cOR Cr-PIER i YEWS SP 4 •4.1 BE IKSTALLED 9" 7 E SAIMINTRa.CTOR INSTALLNG THOSE :TENS INTEN w 4111111=1111•11••••111N1111111 S _ -'(E) ELKS 151 .. - - -e Q I O 1 1 1 4. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME M CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16' OF WALLS_ !� LEMIN G OF T -LIAR. 11LES. LJNf1S AND &WSW BOARD Cain SYS OAS SHALL SE BY MIT LASER. 17. PROVIDE STAINLESS STEEL ESOJTCHEONS AT ALL GEEING OPENINGS. Io n :1 10. OONIRAC1OR SHALL COONOMME RORK MTh ALL 1RAM3 MOWED 70 RISNE CLEARANCES FM FWIXIUNES, OUlCiS, CEILINGS. E1C. NECESSARY 10 WNW' '!E swamp RION CERAM MONT ABOIE NNE FUNSNI FLOOR SLAB AS NOD ON 1LE MORNS. CLARIFY ALL CD 1JCIS MIN 1 E AMIN= FMt MECUM 1E 04 NUICION SHALL WW1? EBBING FELD OASIS MO =AVON OF ALL PURIM. NEr 103CHANICAL DU1C1S, AND AMY AND ALL 011IFER DOSING Caf1RAt."IOR MiAlL INSTAL ALL NE7 PLUNIIINq ilEiINSCAL. FANS OU C1S, COMM DC. SO AS NOT 10 C INFLICT LIMI7S AND ALL EMUS CONSIIRICSON. U0H1S AND OMER FAME LOCA1 ONS AS MOM ON IIIERECED CBMC PLAN SHALL NOT OE NOIS' u UNLESS 01110MISE I1ED dY Flo. PROVO( 9IONE 0E1EC7015 AS REOUINED 1D MEET ALL WOE NBOUMBIEN1S. 21 INSTALL UGH' in x 1 JRES >M T►-! DROTEC T! VE M AAR OR SaA•LAR CANER O'ER LOUVER LENS BAFFLE.. ETC_ TO AVOID FIXTURE SOILING OR DAWAGIE OR BOTH REMOVE COVERS AT PROJECT CONCLUSION. USING CLEAN, WMTE GLOWS _ flx1URES Si1ALL BE MA/WANED CLEAN AND AS !SEW. LAMPS SHALL BE IEri AT PROJECT COMPLETION. 2 PROVO( DRAFT S TOP ABOvE C uNC. AS REWIRED BY C TY OF TUK A FIRE OEP 23 PlaCIR TO CO BIMEA•CEMEN T T ALA TICK S16r T DESCW - B tD FIRE SPRINKLER SHOP DRA te : 'o ARCHTEC' MC OBsAlr APPR:NAL. FROM Tv4E C:* OF 7 :PrOILA FIRE YAR91 AL_ =Ili TRACTOR TO 48TAN SEP AR A TF PERM Ts R :0mo FO 9w& ER S"STE 11 PROOrO( A gIRE SP Q,ER SYSTEl/ litC>4 ''S COUPLE TE M At- REGAN�F' ?S. NCI. WING 9l.' '•C T NE CESSARILY 1.1r TO. °io+NG.. VA &vES. 9P4Nw1ER SSTEw AND SPRINKLER 4EALrS. USE ARCHATECT'S REFLECTED C 1NG PAW FOR LA YCAJT GUIIIDEUNIES. MMIER HEADS IN TILES RQOCA1E IVO SPFIKIFR UE THAT INIERf•E1RE5 • m Pa T! liai oR LIGHTING LAYOUT 24 SEE AC.1 rOiR GENERAL AmC COIeS1RUCT MOIF•S • 1` ••1 LEGEND 101 1 c) 1 rr _ 4•1111•111■rrr _ w I°1 8 8 1 9 1 0 .2 1 0 QJ (01 • c � • ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. IQ7 U6f1T5 UNDER - CABINET FLUORESCENT (NUMBER INDICA LENGTH IN FEET) (L!THONIA LC) - - RECESSED DOWN LIGHT (LITHONIA LP8F) RECESSED DOWN UGH T - WALL WASHER (L1 '}♦OIW A LPSF ) oow MME 4 ALOE nxTURF (t.1 14ONJ A ' I~+F - rll i BAY 0 16'-0" AFT) 400* E \ TE R:OR WE T AL HALIDE tau. PAD( r r t 1 1 _. L 2 X 2 RECESSED FLUOR. UGHT FIXTURE (LITHONIA PARAMAX PM3, T -8 LAMPS, 9 CELLS) (LITTON A 7111+ - MOUNT P£r2 EXT. ELEVAPONS) r -r -; r , t - } . 4 J 2 X 4 RECESSED FLUOR. UGHT FIXTURE (LITHONIA PARAMAX PM3, T -8 LAMPS. 18 CELLS) 2 -TUBE FLUOR. STRIP UGHT W /WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) WALL - MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (LITNONIA UN W/ HARE GUARD) CEILING -HUNG FLUORESCENT FIXTURE W/11MRE GUARD (NUMBER INDICATES LENGTH IN FEET) (LITHONIA AFP W/ *ARE GUARD) 101 1 - w••••.. ••■■ • +......... h �44o2. v . - _ `77C - f - C &YP. sI7 SOFFIT AT ' -II' A.F.F. T -E3AR C,EILIN6: (TYP) 5EE r1 WitiN 1 CODE 0r.° nusri �-- of uoih CSI BUILDING �Ni.51 HVAC SUPPLY GRILLE - SEE MECHANICAL 12.1 HVAC RETURN GRILLE - SEE MECHANICAL ® HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL ( WALL THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -- BUILD SPRINKLER DWGS $ WALL - MOU NTED LIGHT SWITCH EX! T SIGN_ ARROW SHOWS DIRECTION - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. D FIGS. •04 /GLA SE CUR+ TV CANER A ( ARROW SHOWS DIRE C T)OI4 OF CAMERA. DASHED LP*: SHOWS CIRCUIT ROuTRIC OF CALMER AS) NOTES: 1. Ai... ITEMS ARE 'NEW J.0.% 2. SEE WEC)4 h'C 4 DR A WINGS <CR -+vaC. ELEC.' TR`C 4 DR A AIIP S . LIGHTS & A JON AID% t:Si•: - BUILD SPRINKLER DRAWINGS FOR Si RP LER 14CORM A DON. 110er SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BL LINGAME - CA - 94010 MN TEL (650) 692 -99111 ■ FAX (650) 692 -0161 1 • 1 201 MATCH A16.1 B A6.1B MATCH OWE B A6.1B A ILIA z oom S L/t'r' » 1 1 223 pilmi��i limo= :fit ■r,1 ■■l1111le■■�!i! � i�quni��o ��au r ���u w � ■ ■ ■�i�� ■i 1 MI iii ��il� �E rirmiirgipt �■iiiii■ ■■ -- _AM UM IIMME INT N IMEMPAwAMMINHOMMRAMEMIIMMIIMMINIMI IMMEEMUMMEHEMOMMEMMINIMEMMEMEMEMMI iR.° ■ ■o Il1U' Idoll oil MERIEM MELIKSIE INEELIPMAN a- mum 1.11. OWN m � l c:1I.b N I MOM !At tit ` t ■t Ali PMMEMPSUOMMSAINIMMMENMEM f �[?!r ■m ■MRE' ° mum o ■ isrein. gu■lmum • m■.■■.■■.mEmimA■ ENE 1111011111MilE Mill MO EI ENE LIM Emu ENE ommaaimmormol mm phinummmumuntinummia.; lninge "11111111111. 001111111111 Elmo um ism Amu A' litgail• NNE mpg I* loom MIN • Ai ims muirmr- ij ■ o ■�W Mill 11111111111.11 111 1 1111111111111111 MU 1 • minom MINI mum surrati � . ■��■�� ■ t I1� 7��i�i i?�if 7��■■i t ■l�i�� I��i . ,� a iu � �■ o •i�J�SBi. i!!!l�l�J t ■i fill !L� � it4irt� ■■ 11111•11111111111•111111111111111111 ENE 111 111 1 OEM NM I 111111111111111111111111 11111111111111111111111111MIEMMI MEW 1 111=1111. INIEDITME 11111111111111111111•11 NM IN IIIMY."1111111 'I 11111mMill EWA= II IMO ME MMINIMMEMEMEaMMERWImmattimmummammEmmummummilmommommommE MEWUMINIMMEMMENEMMEMEMEMEMEMENIUMMINNIMMEMEMMEMININMEMM NMENMEOMMMEMEMEMMEMM ME= WWI INIMM MIMI =ER • mei mmo NNE - - OM IM O _ IMO -NMI _ 101 • 222 221 L_ r. - - 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128). MEN (129). DISTRIBUTION DEPT (130), ASST M&D MANAGER (132). DISTRICT MANAGER (133), DISTRICT COORD (134), STORAGE (150). (E) FLUIDS (151), TIRE STORAGE (139), WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHING INFORMATION AND LOCATIONS. 3. UGH TING CON TROLS SH ALL COMPLY vet i}4 w. S. E - C. SEC flOI 15' 3. DOORS 105. 104. **3. i 4. 103. 115. 139. 140 AND 102 Ski AL._ BE INS JLATED TC THE UIN:14M0.4 REQUIREMENTS OF AN S -' OCCUPANCY Fc1 A said!--;-4E ATE) SPAO. PER MASH!NGTON STATE ENERGY CODE SE;, - ON - 310 2. _ .IM PLAZA 0 • • • • AFF T-BAR CEILING (TYP) SEE (N) ANODIZED ALUMINUM MULLION (TO MATCH EXISTING) TO RECEIVE (N) T-BAR CEILING CTS �LtIG PLAN NOTES 6 01 1. REFLECTED CEANMG PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY_ SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS CIRCUITRY AND LIGHT SWITCHING. U.O.N. ON THIS PLAN_ 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEtHNG GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DwIENSIONS IN FEND_ CONTRACTOR SHALL NOTIFY 'THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FI x TUBE S. PRIOR TO PROCEEDNG WITH THE MHORK. 4 . CONTRACTOR SHALL TEST ALL FlXTURES TO INSURE PROPER WCRKNG ORDER. 5 . A:1 LIGHT SwI TCHE S AND TFQ OS T A TS SHALL BE YOLAi T! AT s8' & F . F . UIkESS OTl+ERIIIRSE NOTEB. COVER PLATES HALL BE IMiTE AND SNITCH DEV1C£ 9 ALL BE tNHITE 6 GANGED SNITCHES SHALL REOvE ONE COVER PLATE 7_ GENERIIL, CONTRACTOR OVAL MIFY MOUSED QE M# IDES AWE CO MC RIR SPEWED FUMES EIS 10 MOM MINES S. ALL 00111NuonS SNAIL E COMM SOON WAYS ON A RILL CBMC ILE 011111111111E IDOICAWD. SUIPENDED i ODD NNW D"�D CA= SWILL E I1O�R1 AT E-O' , G alum vac Svs Ttw 94& BE INSTALLED AS PER NIAN IF AC TUFF S SPECF'ICA PONS AND RE001111ENCIA NONS. It MIS MEOW OWL CONFORM CONICEBY WO MO Ot SBE 12. ALL RANGERS A/1I'? BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY NE 9uSPDA ED mitaic SIACCNTRACTC• Y3.. ALL MANGERS ND BRACING FCHR OwER linos SMALL BE HNSTAUIC 8'Y n'E 'SSCCINIRACKIR INSTALLANG mOlSE '1F115 MAI{ENANE BLLDIIG PARTIAL REFLECTED �LIIG PLAN B = l..► 1 MANAGER 2-44 11 SEE A16.1 FOR ADMINISTRATION BUILDING (E) EXTERIOR PLAZA LI6HTIN6 TO REMAIN 24 SEE ACV FOR GENERAL AND CONSTRUCTION NOTES �.Ji . i MANAGER 242 • --NIO--- - - D IMO MINI NINO MN 14. ALL HANGERS SHALL BE WRAPPED IN A meMMUM OF 3 FULL MAPS. 15. 4 AIN RUNNERS SHALL NOT BE LET INTO. NOR COME IN CONTACT MATH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED MINN 16' OF WALLS. 16. LE1ENr OF T -iIAR. 1LES, LAMS MID C'tiP• I1 OQAIO GELDS MIMS SNAIL BE Qtr lien LAIM 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL t]UNG OPENR4GS. 1& CON1RACTOR SNAIL COORDINATE NM 11114 ML *ROES NIIOLII) 10 SEIM CLEARANCES FOR FIXTURES, DUCTS, =ICS, E1G NEXIMISART 10 UNMAN 711E SPECIFIED F18S1N CEILING WENT MIME THE FMON FLOOR UM AS MED ON TIE ORA IDID6, a_Y ML CO IR= ,I if ARCM= Fit ORECOO1.. VOL CO NTRACWN WALL WZIIWY EXSDIC FE1D COND1111011S AID LOCAIO1 OF ALL PUMINIO, IE7• IECNA NJIL DUCK, AND MK AND /ILL 011ER OESSIC CONSINucwalL CONTRACTOR SNAIL INSTALL AML NEW PIWNIIINIL IEILINIMEK FANS. DUCTS, MOWS, ETC. So AS NOT 10 COACT 111111 ulDFIS AND ALL CONDO 001151110C11011. UON'IS MO 0111Bt FUME LOCUMS NS SWIM ON PERECTED MUM PLAN STALL NOT E 111101FIED OMB aDL; ' ; 0111ECIED RY 72 PRevIOE DRAFT STOP ABOVE C L>iMG AS REQUIRED B'' O TY OF TUKWILA FIE CEP AR T T 23 Pmt TO COlairAcENENT OF INSTAL;.,/ nOk %JrT DESIGN-SAD FIRX SPRINKLER SHOP °RAVINGS TO AROVECT AND STAN APPR(3YAL Mow 'I€ OTv Cr TUKWILA FIRE 1/ARSHAL_ OOPORAcT0R TO OBTAIN SEPARAE PE13on EGwED FOR VRINKLER SYSTt PROVIDE A F SPfel•Cifit SYSTEW 11404 r5 CXlrPLEIE HN ALL REGARDS. NQwsrG. BUT NOT NECESSARILY LMT T 1 P‘P'NG. 9PRDWGIR SYTEV AND SINWAKLER HEADS. USE ARCHITECT'S REFLECAED CEILING PLAIN cce :A vOU T auceiNies a 1ER “E•as TILES, RELocA TE AIy MFR LINE TWAT N11ERF'EES 1114 PAR1111(II CR LICINITING L NUT. - -r 1 - --- 1 V POVfR POLES (TYP OF 1 IN ROOM *118) 1E FOIE SHOE MEM= AS REIQUEED 10 WET ML CODE NEOLNIENEM 2' INSTAL !Jail' T FIxTI s vP TN PRROTE c 11 vE V1VLAR OR 9 AR COvER C.KIER LOuvER L.EI BAFrLE. ETC TO AvOC fllxT RE SOILING OR C4/AGE OR 90 RE ONE COVERS AT agO,EC • 74(L 0K. US#IC CLEAN. *s TE QC■ES fX'11RE5 SHALL BE ■ANTAI EO Dim AND AS Nrw. LAMPS SHALL BE NEw AT PROJECT COWPLE am [6] LEGEND ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. i 8 mow' 4 I 2 - - 1 1 CND 111111•1 2 X 2 RECESSED FLUOR. UGHT FIXTURE (UTHONIA PARAMAX P143, T -8 LAMPS. 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FixTVRE (UTHONIA PARAMAX PIA3, T -8 LAMPS. 18 CELLS) 2 --TJBE FLUOR_ STRIP LIGHT W/WIIRE GUARD (NUMBER INDICATES LENGTH IN FEET) WALL-MOUNTED FLUOR. FI X T. (NL.NMBER INDICATES LENGTH-! IN FEET) (UTHONIA UN */ 1SIRE GUARD) 0 { . CEILING -HUNG FLUORESCENT FIXTURE * /WIRE GUARD NUMBER INDICATES LENGTH IN FEET) U THON1 A AFP w/ WORE GUARD) UNDER- CABINET FLUORESCENT (NUMBER !NOICA =ES LENGTH IN FEET) (LITHOIWA LC) ) REOSSED DOWN LIGHT (UTIE C MA LPI F) 11 101 - .. s:( RECESSED DOWN UGH T - WALL WASHER (u 11.1C NIA LP8F) • 40011 tAE TAL HALIDE FIXTURE (Li THCP A THP - HK ' BAY • 16' -0' AFT) � - 4009 EXTERIOR METAL HALIDE NALL PAi (u THOM11A TON - Yo 4 T PER EXT. ELEVATIONS) _ _ 1 ■_,_ MO EMMOMMIN millikr- & iiiImmuniummummumm* ,pu.. pri 111 imoraloir I MNII WI UN MIMMOMM 1111111111111M MMIIMMOMMOMEM .. 11• IMPIVIIINIII 11011P ' I:WM. liliMill11111 NM 'il ESE EILI II FAIT; Ile I UM =11 ■ $ iei ,JET l ct%' T`r GAMER • ( %+OIAF �IREC T)ON ' OF C1 .RA, CASHED JINE 9900W5 CNCUI T ROUTING OF CAMERAS) 1 . Ali. !TEAMS ARE NEW U.O -N. !COTES_ G+ w MATCH LJ E C A16.1 2. SEE lECH AJOCAL DR A CGS FOR 4VAC. ELECTRICAL DRAsGGS FOR LKG+TS & LSS INFORMATION AND DE9Ga4 -9[. SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION_ li • B A6.1B 8 H16H 6YP. BD CEILING AT TOILET �OILET 4 p) SEE +I3' -O' AFF T -$AR GEILIN6 (TYP) HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS WALL-MOUNTED UGHT SWITCH EXIT SIGN ARROW SHOWS DIRECTION - SEE ELEC. DwGS SMOKE DETECTOR - SEE ELEC. DINGS. REVIEW E � � CLYDE COMP. A000 i t) Sti.P �.g Zvu MATCH LINE GSM 11111•1 City Tukwila BUILDING DIVISION B A6. A A6. erg oF L. ►U; _ ' T BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURUNGAME - CA - 94010 I TEL (650) 692 -99111 ON (6.54) 692 -011 s 2g 0 T om Vm A51gg T ik ,i _. oo EtagglAN Milii7 0 a az ..., 0 ELIIII IMIE 0 -NE asimitur Eurr-m11111011 Ill 0 0 . • 111•1116maillril IL1 1 _ 1 0 NEI 0 in , ;; NM MUM itii IN 41100711/11131 j ot Maki REEF , miligram. . emomilt--Ntaim 0 garilarAlli 0 i 11 D A6.1B ,..ET S OF 21 • 1 201 MATCH A16.1 B A6.1B MATCH OWE B A6.1B A ILIA z oom S L/t'r' » 1 1 223 pilmi��i limo= :fit ■r,1 ■■l1111le■■�!i! � i�quni��o ��au r ���u w � ■ ■ ■�i�� ■i 1 MI iii ��il� �E rirmiirgipt �■iiiii■ ■■ -- _AM UM IIMME INT N IMEMPAwAMMINHOMMRAMEMIIMMIIMMINIMI IMMEEMUMMEHEMOMMEMMINIMEMMEMEMEMMI iR.° ■ ■o Il1U' Idoll oil MERIEM MELIKSIE INEELIPMAN a- mum 1.11. OWN m � l c:1I.b N I MOM !At tit ` t ■t Ali PMMEMPSUOMMSAINIMMMENMEM f �[?!r ■m ■MRE' ° mum o ■ isrein. gu■lmum • m■.■■.■■.mEmimA■ ENE 1111011111MilE Mill MO EI ENE LIM Emu ENE ommaaimmormol mm phinummmumuntinummia.; lninge "11111111111. 001111111111 Elmo um ism Amu A' litgail• NNE mpg I* loom MIN • Ai ims muirmr- ij ■ o ■�W Mill 11111111111.11 111 1 1111111111111111 MU 1 • minom MINI mum surrati � . ■��■�� ■ t I1� 7��i�i i?�if 7��■■i t ■l�i�� I��i . ,� a iu � �■ o •i�J�SBi. i!!!l�l�J t ■i fill !L� � it4irt� ■■ 11111•11111111111•111111111111111111 ENE 111 111 1 OEM NM I 111111111111111111111111 11111111111111111111111111MIEMMI MEW 1 111=1111. INIEDITME 11111111111111111111•11 NM IN IIIMY."1111111 'I 11111mMill EWA= II IMO ME MMINIMMEMEMEaMMERWImmattimmummammEmmummummilmommommommE MEWUMINIMMEMMENEMMEMEMEMEMEMENIUMMINNIMMEMEMMEMININMEMM NMENMEOMMMEMEMEMMEMM ME= WWI INIMM MIMI =ER • mei mmo NNE - - OM IM O _ IMO -NMI _ 101 • 222 221 L_ r. - - 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128). MEN (129). DISTRIBUTION DEPT (130), ASST M&D MANAGER (132). DISTRICT MANAGER (133), DISTRICT COORD (134), STORAGE (150). (E) FLUIDS (151), TIRE STORAGE (139), WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHING INFORMATION AND LOCATIONS. 3. UGH TING CON TROLS SH ALL COMPLY vet i}4 w. S. E - C. SEC flOI 15' 3. DOORS 105. 104. **3. i 4. 103. 115. 139. 140 AND 102 Ski AL._ BE INS JLATED TC THE UIN:14M0.4 REQUIREMENTS OF AN S -' OCCUPANCY Fc1 A said!--;-4E ATE) SPAO. PER MASH!NGTON STATE ENERGY CODE SE;, - ON - 310 2. _ .IM PLAZA 0 • • • • AFF T-BAR CEILING (TYP) SEE (N) ANODIZED ALUMINUM MULLION (TO MATCH EXISTING) TO RECEIVE (N) T-BAR CEILING CTS �LtIG PLAN NOTES 6 01 1. REFLECTED CEANMG PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY_ SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS CIRCUITRY AND LIGHT SWITCHING. U.O.N. ON THIS PLAN_ 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEtHNG GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DwIENSIONS IN FEND_ CONTRACTOR SHALL NOTIFY 'THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FI x TUBE S. PRIOR TO PROCEEDNG WITH THE MHORK. 4 . CONTRACTOR SHALL TEST ALL FlXTURES TO INSURE PROPER WCRKNG ORDER. 5 . A:1 LIGHT SwI TCHE S AND TFQ OS T A TS SHALL BE YOLAi T! AT s8' & F . F . UIkESS OTl+ERIIIRSE NOTEB. COVER PLATES HALL BE IMiTE AND SNITCH DEV1C£ 9 ALL BE tNHITE 6 GANGED SNITCHES SHALL REOvE ONE COVER PLATE 7_ GENERIIL, CONTRACTOR OVAL MIFY MOUSED QE M# IDES AWE CO MC RIR SPEWED FUMES EIS 10 MOM MINES S. ALL 00111NuonS SNAIL E COMM SOON WAYS ON A RILL CBMC ILE 011111111111E IDOICAWD. SUIPENDED i ODD NNW D"�D CA= SWILL E I1O�R1 AT E-O' , G alum vac Svs Ttw 94& BE INSTALLED AS PER NIAN IF AC TUFF S SPECF'ICA PONS AND RE001111ENCIA NONS. It MIS MEOW OWL CONFORM CONICEBY WO MO Ot SBE 12. ALL RANGERS A/1I'? BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY NE 9uSPDA ED mitaic SIACCNTRACTC• Y3.. ALL MANGERS ND BRACING FCHR OwER linos SMALL BE HNSTAUIC 8'Y n'E 'SSCCINIRACKIR INSTALLANG mOlSE '1F115 MAI{ENANE BLLDIIG PARTIAL REFLECTED �LIIG PLAN B = l..► 1 MANAGER 2-44 11 SEE A16.1 FOR ADMINISTRATION BUILDING (E) EXTERIOR PLAZA LI6HTIN6 TO REMAIN 24 SEE ACV FOR GENERAL AND CONSTRUCTION NOTES �.Ji . i MANAGER 242 • --NIO--- - - D IMO MINI NINO MN 14. ALL HANGERS SHALL BE WRAPPED IN A meMMUM OF 3 FULL MAPS. 15. 4 AIN RUNNERS SHALL NOT BE LET INTO. NOR COME IN CONTACT MATH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED MINN 16' OF WALLS. 16. LE1ENr OF T -iIAR. 1LES, LAMS MID C'tiP• I1 OQAIO GELDS MIMS SNAIL BE Qtr lien LAIM 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL t]UNG OPENR4GS. 1& CON1RACTOR SNAIL COORDINATE NM 11114 ML *ROES NIIOLII) 10 SEIM CLEARANCES FOR FIXTURES, DUCTS, =ICS, E1G NEXIMISART 10 UNMAN 711E SPECIFIED F18S1N CEILING WENT MIME THE FMON FLOOR UM AS MED ON TIE ORA IDID6, a_Y ML CO IR= ,I if ARCM= Fit ORECOO1.. VOL CO NTRACWN WALL WZIIWY EXSDIC FE1D COND1111011S AID LOCAIO1 OF ALL PUMINIO, IE7• IECNA NJIL DUCK, AND MK AND /ILL 011ER OESSIC CONSINucwalL CONTRACTOR SNAIL INSTALL AML NEW PIWNIIINIL IEILINIMEK FANS. DUCTS, MOWS, ETC. So AS NOT 10 COACT 111111 ulDFIS AND ALL CONDO 001151110C11011. UON'IS MO 0111Bt FUME LOCUMS NS SWIM ON PERECTED MUM PLAN STALL NOT E 111101FIED OMB aDL; ' ; 0111ECIED RY 72 PRevIOE DRAFT STOP ABOVE C L>iMG AS REQUIRED B'' O TY OF TUKWILA FIE CEP AR T T 23 Pmt TO COlairAcENENT OF INSTAL;.,/ nOk %JrT DESIGN-SAD FIRX SPRINKLER SHOP °RAVINGS TO AROVECT AND STAN APPR(3YAL Mow 'I€ OTv Cr TUKWILA FIRE 1/ARSHAL_ OOPORAcT0R TO OBTAIN SEPARAE PE13on EGwED FOR VRINKLER SYSTt PROVIDE A F SPfel•Cifit SYSTEW 11404 r5 CXlrPLEIE HN ALL REGARDS. NQwsrG. BUT NOT NECESSARILY LMT T 1 P‘P'NG. 9PRDWGIR SYTEV AND SINWAKLER HEADS. USE ARCHITECT'S REFLECAED CEILING PLAIN cce :A vOU T auceiNies a 1ER “E•as TILES, RELocA TE AIy MFR LINE TWAT N11ERF'EES 1114 PAR1111(II CR LICINITING L NUT. - -r 1 - --- 1 V POVfR POLES (TYP OF 1 IN ROOM *118) 1E FOIE SHOE MEM= AS REIQUEED 10 WET ML CODE NEOLNIENEM 2' INSTAL !Jail' T FIxTI s vP TN PRROTE c 11 vE V1VLAR OR 9 AR COvER C.KIER LOuvER L.EI BAFrLE. ETC TO AvOC fllxT RE SOILING OR C4/AGE OR 90 RE ONE COVERS AT agO,EC • 74(L 0K. US#IC CLEAN. *s TE QC■ES fX'11RE5 SHALL BE ■ANTAI EO Dim AND AS Nrw. LAMPS SHALL BE NEw AT PROJECT COWPLE am [6] LEGEND ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. i 8 mow' 4 I 2 - - 1 1 CND 111111•1 2 X 2 RECESSED FLUOR. UGHT FIXTURE (UTHONIA PARAMAX P143, T -8 LAMPS. 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FixTVRE (UTHONIA PARAMAX PIA3, T -8 LAMPS. 18 CELLS) 2 --TJBE FLUOR_ STRIP LIGHT W/WIIRE GUARD (NUMBER INDICATES LENGTH IN FEET) WALL-MOUNTED FLUOR. FI X T. (NL.NMBER INDICATES LENGTH-! IN FEET) (UTHONIA UN */ 1SIRE GUARD) 0 { . CEILING -HUNG FLUORESCENT FIXTURE * /WIRE GUARD NUMBER INDICATES LENGTH IN FEET) U THON1 A AFP w/ WORE GUARD) UNDER- CABINET FLUORESCENT (NUMBER !NOICA =ES LENGTH IN FEET) (LITHOIWA LC) ) REOSSED DOWN LIGHT (UTIE C MA LPI F) 11 101 - .. s:( RECESSED DOWN UGH T - WALL WASHER (u 11.1C NIA LP8F) • 40011 tAE TAL HALIDE FIXTURE (Li THCP A THP - HK ' BAY • 16' -0' AFT) � - 4009 EXTERIOR METAL HALIDE NALL PAi (u THOM11A TON - Yo 4 T PER EXT. ELEVATIONS) _ _ 1 ■_,_ MO EMMOMMIN millikr- & iiiImmuniummummumm* ,pu.. pri 111 imoraloir I MNII WI UN MIMMOMM 1111111111111M MMIIMMOMMOMEM .. 11• IMPIVIIINIII 11011P ' I:WM. liliMill11111 NM 'il ESE EILI II FAIT; Ile I UM =11 ■ $ iei ,JET l ct%' T`r GAMER • ( %+OIAF �IREC T)ON ' OF C1 .RA, CASHED JINE 9900W5 CNCUI T ROUTING OF CAMERAS) 1 . Ali. !TEAMS ARE NEW U.O -N. !COTES_ G+ w MATCH LJ E C A16.1 2. SEE lECH AJOCAL DR A CGS FOR 4VAC. ELECTRICAL DRAsGGS FOR LKG+TS & LSS INFORMATION AND DE9Ga4 -9[. SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION_ li • B A6.1B 8 H16H 6YP. BD CEILING AT TOILET �OILET 4 p) SEE +I3' -O' AFF T -$AR GEILIN6 (TYP) HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS WALL-MOUNTED UGHT SWITCH EXIT SIGN ARROW SHOWS DIRECTION - SEE ELEC. DwGS SMOKE DETECTOR - SEE ELEC. DINGS. REVIEW E � � CLYDE COMP. A000 i t) Sti.P �.g Zvu MATCH LINE GSM 11111•1 City Tukwila BUILDING DIVISION B A6. A A6. erg oF L. ►U; _ ' T BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURUNGAME - CA - 94010 I TEL (650) 692 -99111 ON (6.54) 692 -011 r'S 1 NM 10111111M IIIIMIIMISSE2.1 . 111 Milii7 0 a az ..., 0 ELIIII IMIE 0 -NE asimitur Eurr-m11111011 Ill 0 0 . • 111•1116maillril IL1 1 _ 1 0 NEI 0 in , ;; NM MUM itii IN 41100711/11131 j ot Maki REEF , miligram. . emomilt--Ntaim 0 garilarAlli 0 i 11 D 4 0 MI MEM 0 MI III 0 EMI � � 11111 0 EMI IEIUIIIIIIIMI 4 Cfti II 11111111•11111 OM ��atew _rvNM►::•ARrMi -.ter • 1 201 MATCH A16.1 B A6.1B MATCH OWE B A6.1B A ILIA z oom S L/t'r' » 1 1 223 pilmi��i limo= :fit ■r,1 ■■l1111le■■�!i! � i�quni��o ��au r ���u w � ■ ■ ■�i�� ■i 1 MI iii ��il� �E rirmiirgipt �■iiiii■ ■■ -- _AM UM IIMME INT N IMEMPAwAMMINHOMMRAMEMIIMMIIMMINIMI IMMEEMUMMEHEMOMMEMMINIMEMMEMEMEMMI iR.° ■ ■o Il1U' Idoll oil MERIEM MELIKSIE INEELIPMAN a- mum 1.11. OWN m � l c:1I.b N I MOM !At tit ` t ■t Ali PMMEMPSUOMMSAINIMMMENMEM f �[?!r ■m ■MRE' ° mum o ■ isrein. gu■lmum • m■.■■.■■.mEmimA■ ENE 1111011111MilE Mill MO EI ENE LIM Emu ENE ommaaimmormol mm phinummmumuntinummia.; lninge "11111111111. 001111111111 Elmo um ism Amu A' litgail• NNE mpg I* loom MIN • Ai ims muirmr- ij ■ o ■�W Mill 11111111111.11 111 1 1111111111111111 MU 1 • minom MINI mum surrati � . ■��■�� ■ t I1� 7��i�i i?�if 7��■■i t ■l�i�� I��i . ,� a iu � �■ o •i�J�SBi. i!!!l�l�J t ■i fill !L� � it4irt� ■■ 11111•11111111111•111111111111111111 ENE 111 111 1 OEM NM I 111111111111111111111111 11111111111111111111111111MIEMMI MEW 1 111=1111. INIEDITME 11111111111111111111•11 NM IN IIIMY."1111111 'I 11111mMill EWA= II IMO ME MMINIMMEMEMEaMMERWImmattimmummammEmmummummilmommommommE MEWUMINIMMEMMENEMMEMEMEMEMEMENIUMMINNIMMEMEMMEMININMEMM NMENMEOMMMEMEMEMMEMM ME= WWI INIMM MIMI =ER • mei mmo NNE - - OM IM O _ IMO -NMI _ 101 • 222 221 L_ r. - - 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128). MEN (129). DISTRIBUTION DEPT (130), ASST M&D MANAGER (132). DISTRICT MANAGER (133), DISTRICT COORD (134), STORAGE (150). (E) FLUIDS (151), TIRE STORAGE (139), WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHING INFORMATION AND LOCATIONS. 3. UGH TING CON TROLS SH ALL COMPLY vet i}4 w. S. E - C. SEC flOI 15' 3. DOORS 105. 104. **3. i 4. 103. 115. 139. 140 AND 102 Ski AL._ BE INS JLATED TC THE UIN:14M0.4 REQUIREMENTS OF AN S -' OCCUPANCY Fc1 A said!--;-4E ATE) SPAO. PER MASH!NGTON STATE ENERGY CODE SE;, - ON - 310 2. _ .IM PLAZA 0 • • • • AFF T-BAR CEILING (TYP) SEE (N) ANODIZED ALUMINUM MULLION (TO MATCH EXISTING) TO RECEIVE (N) T-BAR CEILING CTS �LtIG PLAN NOTES 6 01 1. REFLECTED CEANMG PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY_ SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS CIRCUITRY AND LIGHT SWITCHING. U.O.N. ON THIS PLAN_ 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEtHNG GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DwIENSIONS IN FEND_ CONTRACTOR SHALL NOTIFY 'THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FI x TUBE S. PRIOR TO PROCEEDNG WITH THE MHORK. 4 . CONTRACTOR SHALL TEST ALL FlXTURES TO INSURE PROPER WCRKNG ORDER. 5 . A:1 LIGHT SwI TCHE S AND TFQ OS T A TS SHALL BE YOLAi T! AT s8' & F . F . UIkESS OTl+ERIIIRSE NOTEB. COVER PLATES HALL BE IMiTE AND SNITCH DEV1C£ 9 ALL BE tNHITE 6 GANGED SNITCHES SHALL REOvE ONE COVER PLATE 7_ GENERIIL, CONTRACTOR OVAL MIFY MOUSED QE M# IDES AWE CO MC RIR SPEWED FUMES EIS 10 MOM MINES S. ALL 00111NuonS SNAIL E COMM SOON WAYS ON A RILL CBMC ILE 011111111111E IDOICAWD. SUIPENDED i ODD NNW D"�D CA= SWILL E I1O�R1 AT E-O' , G alum vac Svs Ttw 94& BE INSTALLED AS PER NIAN IF AC TUFF S SPECF'ICA PONS AND RE001111ENCIA NONS. It MIS MEOW OWL CONFORM CONICEBY WO MO Ot SBE 12. ALL RANGERS A/1I'? BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY NE 9uSPDA ED mitaic SIACCNTRACTC• Y3.. ALL MANGERS ND BRACING FCHR OwER linos SMALL BE HNSTAUIC 8'Y n'E 'SSCCINIRACKIR INSTALLANG mOlSE '1F115 MAI{ENANE BLLDIIG PARTIAL REFLECTED �LIIG PLAN B = l..► 1 MANAGER 2-44 11 SEE A16.1 FOR ADMINISTRATION BUILDING (E) EXTERIOR PLAZA LI6HTIN6 TO REMAIN 24 SEE ACV FOR GENERAL AND CONSTRUCTION NOTES �.Ji . i MANAGER 242 • --NIO--- - - D IMO MINI NINO MN 14. ALL HANGERS SHALL BE WRAPPED IN A meMMUM OF 3 FULL MAPS. 15. 4 AIN RUNNERS SHALL NOT BE LET INTO. NOR COME IN CONTACT MATH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED MINN 16' OF WALLS. 16. LE1ENr OF T -iIAR. 1LES, LAMS MID C'tiP• I1 OQAIO GELDS MIMS SNAIL BE Qtr lien LAIM 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL t]UNG OPENR4GS. 1& CON1RACTOR SNAIL COORDINATE NM 11114 ML *ROES NIIOLII) 10 SEIM CLEARANCES FOR FIXTURES, DUCTS, =ICS, E1G NEXIMISART 10 UNMAN 711E SPECIFIED F18S1N CEILING WENT MIME THE FMON FLOOR UM AS MED ON TIE ORA IDID6, a_Y ML CO IR= ,I if ARCM= Fit ORECOO1.. VOL CO NTRACWN WALL WZIIWY EXSDIC FE1D COND1111011S AID LOCAIO1 OF ALL PUMINIO, IE7• IECNA NJIL DUCK, AND MK AND /ILL 011ER OESSIC CONSINucwalL CONTRACTOR SNAIL INSTALL AML NEW PIWNIIINIL IEILINIMEK FANS. DUCTS, MOWS, ETC. So AS NOT 10 COACT 111111 ulDFIS AND ALL CONDO 001151110C11011. UON'IS MO 0111Bt FUME LOCUMS NS SWIM ON PERECTED MUM PLAN STALL NOT E 111101FIED OMB aDL; ' ; 0111ECIED RY 72 PRevIOE DRAFT STOP ABOVE C L>iMG AS REQUIRED B'' O TY OF TUKWILA FIE CEP AR T T 23 Pmt TO COlairAcENENT OF INSTAL;.,/ nOk %JrT DESIGN-SAD FIRX SPRINKLER SHOP °RAVINGS TO AROVECT AND STAN APPR(3YAL Mow 'I€ OTv Cr TUKWILA FIRE 1/ARSHAL_ OOPORAcT0R TO OBTAIN SEPARAE PE13on EGwED FOR VRINKLER SYSTt PROVIDE A F SPfel•Cifit SYSTEW 11404 r5 CXlrPLEIE HN ALL REGARDS. NQwsrG. BUT NOT NECESSARILY LMT T 1 P‘P'NG. 9PRDWGIR SYTEV AND SINWAKLER HEADS. USE ARCHITECT'S REFLECAED CEILING PLAIN cce :A vOU T auceiNies a 1ER “E•as TILES, RELocA TE AIy MFR LINE TWAT N11ERF'EES 1114 PAR1111(II CR LICINITING L NUT. - -r 1 - --- 1 V POVfR POLES (TYP OF 1 IN ROOM *118) 1E FOIE SHOE MEM= AS REIQUEED 10 WET ML CODE NEOLNIENEM 2' INSTAL !Jail' T FIxTI s vP TN PRROTE c 11 vE V1VLAR OR 9 AR COvER C.KIER LOuvER L.EI BAFrLE. ETC TO AvOC fllxT RE SOILING OR C4/AGE OR 90 RE ONE COVERS AT agO,EC • 74(L 0K. US#IC CLEAN. *s TE QC■ES fX'11RE5 SHALL BE ■ANTAI EO Dim AND AS Nrw. LAMPS SHALL BE NEw AT PROJECT COWPLE am [6] LEGEND ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. i 8 mow' 4 I 2 - - 1 1 CND 111111•1 2 X 2 RECESSED FLUOR. UGHT FIXTURE (UTHONIA PARAMAX P143, T -8 LAMPS. 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FixTVRE (UTHONIA PARAMAX PIA3, T -8 LAMPS. 18 CELLS) 2 --TJBE FLUOR_ STRIP LIGHT W/WIIRE GUARD (NUMBER INDICATES LENGTH IN FEET) WALL-MOUNTED FLUOR. FI X T. (NL.NMBER INDICATES LENGTH-! IN FEET) (UTHONIA UN */ 1SIRE GUARD) 0 { . CEILING -HUNG FLUORESCENT FIXTURE * /WIRE GUARD NUMBER INDICATES LENGTH IN FEET) U THON1 A AFP w/ WORE GUARD) UNDER- CABINET FLUORESCENT (NUMBER !NOICA =ES LENGTH IN FEET) (LITHOIWA LC) ) REOSSED DOWN LIGHT (UTIE C MA LPI F) 11 101 - .. s:( RECESSED DOWN UGH T - WALL WASHER (u 11.1C NIA LP8F) • 40011 tAE TAL HALIDE FIXTURE (Li THCP A THP - HK ' BAY • 16' -0' AFT) � - 4009 EXTERIOR METAL HALIDE NALL PAi (u THOM11A TON - Yo 4 T PER EXT. ELEVATIONS) _ _ 1 ■_,_ MO EMMOMMIN millikr- & iiiImmuniummummumm* ,pu.. pri 111 imoraloir I MNII WI UN MIMMOMM 1111111111111M MMIIMMOMMOMEM .. 11• IMPIVIIINIII 11011P ' I:WM. liliMill11111 NM 'il ESE EILI II FAIT; Ile I UM =11 ■ $ iei ,JET l ct%' T`r GAMER • ( %+OIAF �IREC T)ON ' OF C1 .RA, CASHED JINE 9900W5 CNCUI T ROUTING OF CAMERAS) 1 . Ali. !TEAMS ARE NEW U.O -N. !COTES_ G+ w MATCH LJ E C A16.1 2. SEE lECH AJOCAL DR A CGS FOR 4VAC. ELECTRICAL DRAsGGS FOR LKG+TS & LSS INFORMATION AND DE9Ga4 -9[. SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION_ li • B A6.1B 8 H16H 6YP. BD CEILING AT TOILET �OILET 4 p) SEE +I3' -O' AFF T -$AR GEILIN6 (TYP) HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS WALL-MOUNTED UGHT SWITCH EXIT SIGN ARROW SHOWS DIRECTION - SEE ELEC. DwGS SMOKE DETECTOR - SEE ELEC. DINGS. REVIEW E � � CLYDE COMP. A000 i t) Sti.P �.g Zvu MATCH LINE GSM 11111•1 City Tukwila BUILDING DIVISION B A6. A A6. erg oF L. ►U; _ ' T BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURUNGAME - CA - 94010 I TEL (650) 692 -99111 ON (6.54) 692 -011 • in n 2' - O" U.O.N. - SEE PLAN 1 l /2' /4" COUNTER SUPPORT @ WORKROOM BLOGKIN6 AS REQUIRED /- FOR SUPPORT PLAS. LAM. COUNTER TOP 0/ +� 3/4" PLYWOOD GONT. WALL LEDGER - PLAS. LAM. o/ 3/4" PLYWD COUNTER SORT - PLAS. LAM. 0/ 3/4" PLYWD • 4'-O" O.G. MAX COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. � - FILE CABINET (O.F.G.I) NOTE: VERIFY COUNTER HEIGHT w/ TENANT IN FIELD CEILING LINE SCRIBE TO CEILING PLAS. LAM. TO MATCH CABINET -� 3/4' ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LIFER INTERIOR (TYP) PLAS. LAM. EXTERIOR DY'RIGAB. PULLS: BALDWIN HARDWARE P. 4614, *260 (POLISHED GMiOPE Tl'P) FIRE TREATED WOOD BACKING AND BLOCKING eTYPJ LIGHT SEE ELECTRICAL r•t -o" 0 r 1 TYP. UPPER CABINET CAB C��� - TS � FLUCH OVERLAY f'-O" NETS O FULLY CAULK ALL JOINTS -- SCRIBE TO WALL PLASTIC LAMINATE EXTERIOR PLASTIC LAMINATE EDISEBAND O 0 o PLASTIC LAMINATE FIRE TREATED YUOOD B/1GKIli6 AND 2-I' * BLOGKIN6 (R'P) TYP. LOWER CABINET NOTE WIG ST ANDAIID FLUSH OVBLAY 1gef- O' CABNETS a O O 1 HEAVY DUTY SLIDES (TYP) O SLPPbR 5 A ; #�1 SAGE rikSK' rr`: X'U ES A '"PGA. 2 6A SAN613t MIRE EE $ISTAL.a,ED A' 4 CORNERS OF A 2 x 4 - Cr 06•4T F'• X TURF (4 MIRES °BR Prism 4 ADDXrdl EAC0 LAS' -.4 F X1 StiAL EE FIR 4 Y AFFIL TO ?NE Gtr SLeP19451094 SYS!D4 IP% AN Arrikaipier DEVICE i'V IN& A CAPACITY OF ICJ- OF TM u6ifTe. FUCTURE MEOW •4 AMr DIRECnOP4. s IEIw - 0111Y wwsIS MIE uaa► awaeIBRK wrweis NNE wvr INeaMIID waw UMW wcnws waMws ass wrw s MUM wog affoRIED ME ewe wwea /SW MUM 111111 WV MOMS ww•48 MILL NNE MOO COMM 16001 UMW 1 air s raves swi NINE It /o1o11a ! M Ad /o 81110711MIE MOW 1M1 MAY E MACK LIGI-IT 'FIXTURE CONNECTION graccu9WhirMatERIffoRksuai IRs DYRJGAB. PULLS: BALDWIN HARDWARE No. 4674, *260 POLISHED CHROME TYP) 3/4' ADJ. 51EL.F ON 5 144 5TL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) EXTERIOR 2 6AU$E HAMER MIRE • 1(4) OPPb'r5INS U6I4T riXT.RE GORES LIGHT FIXTURE NOTE_ FIXTURE 94ALL OE ATTACO D TO TIE 5U PENDE7 CEILING MV IR097 VE CLAMP DEVICES . A0414II•ER 1 1 2" 2" MAX. MAX: SPLAY BRACING OCCURS • 12' -0" EACH DIRECTION IN ADDITION TO 12 6A. HANGER WIRES • 4' -0" D.G. EA. WAY WRAP EACH WIRE 4 FULL TURNS ®EA. CONNECTION. PROVIDE BRAGIN6 8" MAX. FROM PERIMETER WALL. CEILING BRACING SEE STRUCTURAL DRAWINGS FOR CALCULATIONS AND ADDITIONAL INFORMATION DOOR READ SIul TRIM TO BE TIGHT TO CEILING WINDOW HEAD APF SY5TD4 w 2 X2PANELS - SEE NOTE: CLASSIFICATION OF THE GRID 15 HEAVY -DUTY UN15TRUT Pc100 COMPRESSION 5TRUf ATTACH TO MAIN RUNNERS h1/ 1/4" BOLT 4 TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE MAIN RUNNER GRO5S RUNNER 12 GAUGE SPLAY WIRES • 45 ANGLE - ATTACH TO STRUCTURE ABOVE. WRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION SEE sc►ED. FOR GLb. HT. 5 /13" GYP. BD. O/ 3 5/8" X 20 G.A. MET. RUNNERS. BACK TO SACK. ATTACH TO BLOCKING AS REQ'D. SEE PLAN FOR WALL TYPE RAC.O TRIMLINE ALUMINUM FRAME W/ CLEAR LACQUER FINISH 3/8" CLEAR TEMPERED &LASE' 3W -0" POYVER SET PIN • 24' 0.C. (TYP) ewAane AS �— (SEE STRUCTURAL) 3 5/8' x 20 bt. W*_ STUD wenn To sEsnoPe r-OR ca TrrE5 • 50rir*. NmeesI GVPSL»A BOARD SOFFIT r ° NOTE: CLA551FICATION OF 'THE CONNECT WIRES TO STRUCTURE ABOVE AS REQUIRED. GROSS RUNi`ER T -BAR CEILING ASSEMBLY NTS NOTES: I. FIELD VERIFY EXISTING CONSTRUCTION. 2. GLASS 5UBCONTRACTOR TO PROVIDE GLASS SYSTEM SHOP DRAWINGS. (E) F.F. WALKWAY F.F. (PI) 5/8' TYPE "X' 6YP. 80 (TYP) �-- - -RAGA TRIMLINE ALMINIJM FRAME W/ CLEAR LACQUER FINISH - ATTACH AS REQ. TO WALL PSI 155 TOP TRACK 25 G.A. METAL STUDS O 24" O.G. FASTEN 'TRACK AS REQUIRED FASTEN METAL TRACK A5 REQUIRED (�J WOOD-FRAMED YVIILL N� FLOOR N.iFJ (E� WOOD - RATED WA.L AND FLOOR (V.IF) (PQ 4' RUBBER TOPSET BASE ( WALL (E) CONCRETE FLOOR AT MAINTENANCE BAY P:x o GLASS W ALL @ (E) FLOOR 1 L ON* ONO OM* -- 3/8" CLEAR TEMPERED 6LAS5 - RAC,O TRIMLINE ALUMINUM FRANCE w/ CLEAR LACQUER FINISH FIRE - -RATED SOLID GORE DOOR - WOOD VENEER DOOR JAMB @ GLASS NOTE: DIAGONAL 13RIrCM6 ABOVE GEWLN& LOCATED AT DOOR STRIKE SIDE (TYP) 12 &A BRACING MIRE • 45 AS SHOP* • 4 OL. MAX. (TYP) PER `444 LEG STANDARD. (TYP) ° GRID 15 HEAVY -DUTY 118 6A. BRAGIN6 WIRE • 45° AS 5 O4* O 5 O.G. MAX. (TYP) evr.B. FLPRP46 044•411.5 MI CEPS• 2'-0" ha° x 22 604 CHAPII3S • 4'-0 0.G 3".T -0" GYP. BD. cELtG ASSEP.LY was SCALE MC I a NOTE: USE FIRE CAULKING. e 20 6A. RUNNERS • ALL TYPE 'X' 6YP. BD. FIRE -RATED PARTITIONS. FULL HEIGHT PARTITION TYPICAL PARTITION HEAD a-r -o TYPICAL PARTITION BASE sber.o. • STRUCT. ABOVE ACOUSTICAL GASKET OR FLEXIBLE SEAL 3 5/8" X 20 6A. METAL RUNNER HOLD VERT. STUDS I /2" FROM (E) STRUCT. - SET STUDS LOOSE IN RUNNER 5/8" TYPE 'x' GYP. BD. (TYP) SEE REFLECTED CEILING PLAN FOR CEILING TYPE. (WhERE OCCURS) 45 DIAfsONA. BRACE • 4' -0" OL., ALT HATE DIRECTION - BRAC.E AS REQ'D 511K2 TO STRUCTURAL DECK ABOVE AND ATTACH AS REQUIRED. CEILINE, SUSPENSION SYSTEM AGOUS GEILIN& TILE - SEE \ N..,,,„...s,_________ 1/8' 6AP MAXIMUM - CALM GAP 3 508' X 28 G.A. METAL 51175 • 24' O.C. (FLOOR TO ROOF STRUCTI E ABOVE) FLOOR FINISH - SEE 4' REBER TOPSET BASE AT VDT. PROV'.DE CARPET !M EE FOR C,AR ET • ALL CARPETED AREAS_ PCVVE R SET PIN • 24' OL. (TYP) AGOtl5T1GAL SEALANT 0/ Sf GKE R ROD k.) FLooR Films u NO RIM* TOiR+SET EWE AT CARPETS) AREAS 2) SET MA GA. M 2 lEMr OF CANT :°!1i SET EVITSM BOOM ON GC MEAD rOiF K.GUST1CAL SEALANT' • MET. S1 VS PART'N @ WINDOW WALL MULL. aN-r -o" (E) GLASS LIFE (E) MILLION (E.) SILL LIFE BELOW / Psi 455 rnPEnei.e TOP TRACK 3 5/8' X 20 &A. MET. STUD' • 24' O.G. 2 -HR. WALL CO PLAN INDICATION (k MULL ION = . WALL NEOPRENE PAD 20 6A. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MULLION I LAYER 5/8" GYP. BD. EA. SIDE (TYPE 'X' YE NOTED) CENTER PARTITION ON MILLION (TYP) R -1 BATT INSULATION V4TERIOR PARTITION PLAN NICAT1ON GONSTR i TION TYPE: GYPSUM WALLBOARD, NET. STUD' : TWO LAYERS 5/8' TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF6 "x20 METAL STUDS AT 24" O.G. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.G. EACH LAYER AND SIDE. (14.B) ALL FASTENERS TO BE TYPE 5' DRYWALL SCREWS - FIRST LAYER FA-51134M5 TO BE I" LONG SPACED 24' O.G., SECOND LAYER FASTENERS TO BE I-5/8" LONG SPADED 12' O.C. THICKNESS: 8 I/2' LIMITING HEIGHT: REFER TO MANUFACTURER niiiruuiiimi A" ; .A: 1 - ` • • BUILDING DWISION 5/8' GYP. BD. "TYPE X' APPLIED PARALLEL TO BOTH SIDE5 OF STUD W/ 1' TYPE '5' DRYWALL SCREWS • 8 " 0.0..T 4 B AND 12' O.G. ELSEWHERE. STAG6ER ALL JOINTS 24' O.G. 3 5/8" X25 6A. MEET. STUDS • 24' 0.C. 50UND BATT INSULATION NOTES: I. FOR HEAD 4 FLOOR CONDITIONS SEE 6 Q FOR GL6. FEI6HT Mr Mr PARTITION 13 TIC% rrF'E: GYPSUM MIN.I.BOARD, MET. SlLVS: OI€ LAYER W TYPE X 6011 WALLBOARD APPLED AT Ri6HT ANGLES OR PARALl,B TO EACH SIDE OF 3 5/f' x 20 6A. PETAL STUDS AT 24' O. FITw 1' TYPE 'S' D'RYPIALL. SCREWS AT a' OL. TO VERTICAL EDGES APED r ' OL TO TOE' AND BOTTOM RII AND J. snv5. 5TA6613L ALL VERTICAL A/ND 40002 AL JOINT 24' OL. EACt! SIDE APC OPPO5rYE WES_ ALB/ I.R+I7146 4 36MT: APPROX. iE3614>r: !E 7ST: UMW MST: 1-FR WALL CONST. PLAN INDICATION • • • . e REVEW ED FAR CODE I COM'LNCE bo non'I n s P .-; 2005 ST. IRECOVED CITY OF it/KIP/VI AUG 1 S 2005 ewCENTER 3 31f4• 6 oSF R4 IFIP- e6.644 -66 03i T -4710. 8414 Iec 2185, T-�- o mot 3f 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 03OO B RL 4GGAME - CA - 94010 'TEL (650) 692 -9911 . FAX (650) 692 --0181 i N °g A W >73 ,T OX4ii W LOW2,/4 l V) fl N DATE JOB NO. 7.0:3A 11/1104 12045 !7 or at • in n 2' - O" U.O.N. - SEE PLAN 1 l /2' /4" COUNTER SUPPORT @ WORKROOM BLOGKIN6 AS REQUIRED /- FOR SUPPORT PLAS. LAM. COUNTER TOP 0/ +� 3/4" PLYWOOD GONT. WALL LEDGER - PLAS. LAM. o/ 3/4" PLYWD COUNTER SORT - PLAS. LAM. 0/ 3/4" PLYWD • 4'-O" O.G. MAX COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. � - FILE CABINET (O.F.G.I) NOTE: VERIFY COUNTER HEIGHT w/ TENANT IN FIELD CEILING LINE SCRIBE TO CEILING PLAS. LAM. TO MATCH CABINET -� 3/4' ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LIFER INTERIOR (TYP) PLAS. LAM. EXTERIOR DY'RIGAB. PULLS: BALDWIN HARDWARE P. 4614, *260 (POLISHED GMiOPE Tl'P) FIRE TREATED WOOD BACKING AND BLOCKING eTYPJ LIGHT SEE ELECTRICAL r•t -o" 0 r 1 TYP. UPPER CABINET CAB C��� - TS � FLUCH OVERLAY f'-O" NETS O FULLY CAULK ALL JOINTS -- SCRIBE TO WALL PLASTIC LAMINATE EXTERIOR PLASTIC LAMINATE EDISEBAND O 0 o PLASTIC LAMINATE FIRE TREATED YUOOD B/1GKIli6 AND 2-I' * BLOGKIN6 (R'P) TYP. LOWER CABINET NOTE WIG ST ANDAIID FLUSH OVBLAY 1gef- O' CABNETS a O O 1 HEAVY DUTY SLIDES (TYP) O SLPPbR 5 A ; #�1 SAGE rikSK' rr`: X'U ES A '"PGA. 2 6A SAN613t MIRE EE $ISTAL.a,ED A' 4 CORNERS OF A 2 x 4 - Cr 06•4T F'• X TURF (4 MIRES °BR Prism 4 ADDXrdl EAC0 LAS' -.4 F X1 StiAL EE FIR 4 Y AFFIL TO ?NE Gtr SLeP19451094 SYS!D4 IP% AN Arrikaipier DEVICE i'V IN& A CAPACITY OF ICJ- OF TM u6ifTe. FUCTURE MEOW •4 AMr DIRECnOP4. s IEIw - 0111Y wwsIS MIE uaa► awaeIBRK wrweis NNE wvr INeaMIID waw UMW wcnws waMws ass wrw s MUM wog affoRIED ME ewe wwea /SW MUM 111111 WV MOMS ww•48 MILL NNE MOO COMM 16001 UMW 1 air s raves swi NINE It /o1o11a ! M Ad /o 81110711MIE MOW 1M1 MAY E MACK LIGI-IT 'FIXTURE CONNECTION graccu9WhirMatERIffoRksuai IRs DYRJGAB. PULLS: BALDWIN HARDWARE No. 4674, *260 POLISHED CHROME TYP) 3/4' ADJ. 51EL.F ON 5 144 5TL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) EXTERIOR 2 6AU$E HAMER MIRE • 1(4) OPPb'r5INS U6I4T riXT.RE GORES LIGHT FIXTURE NOTE_ FIXTURE 94ALL OE ATTACO D TO TIE 5U PENDE7 CEILING MV IR097 VE CLAMP DEVICES . A0414II•ER 1 1 2" 2" MAX. MAX: SPLAY BRACING OCCURS • 12' -0" EACH DIRECTION IN ADDITION TO 12 6A. HANGER WIRES • 4' -0" D.G. EA. WAY WRAP EACH WIRE 4 FULL TURNS ®EA. CONNECTION. PROVIDE BRAGIN6 8" MAX. FROM PERIMETER WALL. CEILING BRACING SEE STRUCTURAL DRAWINGS FOR CALCULATIONS AND ADDITIONAL INFORMATION DOOR READ SIul TRIM TO BE TIGHT TO CEILING WINDOW HEAD APF SY5TD4 w 2 X2PANELS - SEE NOTE: CLASSIFICATION OF THE GRID 15 HEAVY -DUTY UN15TRUT Pc100 COMPRESSION 5TRUf ATTACH TO MAIN RUNNERS h1/ 1/4" BOLT 4 TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE MAIN RUNNER GRO5S RUNNER 12 GAUGE SPLAY WIRES • 45 ANGLE - ATTACH TO STRUCTURE ABOVE. WRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION SEE sc►ED. FOR GLb. HT. 5 /13" GYP. BD. O/ 3 5/8" X 20 G.A. MET. RUNNERS. BACK TO SACK. ATTACH TO BLOCKING AS REQ'D. SEE PLAN FOR WALL TYPE RAC.O TRIMLINE ALUMINUM FRAME W/ CLEAR LACQUER FINISH 3/8" CLEAR TEMPERED &LASE' 3W -0" POYVER SET PIN • 24' 0.C. (TYP) ewAane AS �— (SEE STRUCTURAL) 3 5/8' x 20 bt. W*_ STUD wenn To sEsnoPe r-OR ca TrrE5 • 50rir*. NmeesI GVPSL»A BOARD SOFFIT r ° NOTE: CLA551FICATION OF 'THE CONNECT WIRES TO STRUCTURE ABOVE AS REQUIRED. GROSS RUNi`ER T -BAR CEILING ASSEMBLY NTS NOTES: I. FIELD VERIFY EXISTING CONSTRUCTION. 2. GLASS 5UBCONTRACTOR TO PROVIDE GLASS SYSTEM SHOP DRAWINGS. (E) F.F. WALKWAY F.F. (PI) 5/8' TYPE "X' 6YP. 80 (TYP) �-- - -RAGA TRIMLINE ALMINIJM FRAME W/ CLEAR LACQUER FINISH - ATTACH AS REQ. TO WALL PSI 155 TOP TRACK 25 G.A. METAL STUDS O 24" O.G. FASTEN 'TRACK AS REQUIRED FASTEN METAL TRACK A5 REQUIRED (�J WOOD-FRAMED YVIILL N� FLOOR N.iFJ (E� WOOD - RATED WA.L AND FLOOR (V.IF) (PQ 4' RUBBER TOPSET BASE ( WALL (E) CONCRETE FLOOR AT MAINTENANCE BAY P:x o GLASS W ALL @ (E) FLOOR 1 L ON* ONO OM* -- 3/8" CLEAR TEMPERED 6LAS5 - RAC,O TRIMLINE ALUMINUM FRANCE w/ CLEAR LACQUER FINISH FIRE - -RATED SOLID GORE DOOR - WOOD VENEER DOOR JAMB @ GLASS NOTE: DIAGONAL 13RIrCM6 ABOVE GEWLN& LOCATED AT DOOR STRIKE SIDE (TYP) 12 &A BRACING MIRE • 45 AS SHOP* • 4 OL. MAX. (TYP) PER `444 LEG STANDARD. (TYP) ° GRID 15 HEAVY -DUTY 118 6A. BRAGIN6 WIRE • 45° AS 5 O4* O 5 O.G. MAX. (TYP) evr.B. FLPRP46 044•411.5 MI CEPS• 2'-0" ha° x 22 604 CHAPII3S • 4'-0 0.G 3".T -0" GYP. BD. cELtG ASSEP.LY was SCALE MC I a NOTE: USE FIRE CAULKING. e 20 6A. RUNNERS • ALL TYPE 'X' 6YP. BD. FIRE -RATED PARTITIONS. FULL HEIGHT PARTITION TYPICAL PARTITION HEAD a-r -o TYPICAL PARTITION BASE sber.o. • STRUCT. ABOVE ACOUSTICAL GASKET OR FLEXIBLE SEAL 3 5/8" X 20 6A. METAL RUNNER HOLD VERT. STUDS I /2" FROM (E) STRUCT. - SET STUDS LOOSE IN RUNNER 5/8" TYPE 'x' GYP. BD. (TYP) SEE REFLECTED CEILING PLAN FOR CEILING TYPE. (WhERE OCCURS) 45 DIAfsONA. BRACE • 4' -0" OL., ALT HATE DIRECTION - BRAC.E AS REQ'D 511K2 TO STRUCTURAL DECK ABOVE AND ATTACH AS REQUIRED. CEILINE, SUSPENSION SYSTEM AGOUS GEILIN& TILE - SEE \ N..,,,„...s,_________ 1/8' 6AP MAXIMUM - CALM GAP 3 508' X 28 G.A. METAL 51175 • 24' O.C. (FLOOR TO ROOF STRUCTI E ABOVE) FLOOR FINISH - SEE 4' REBER TOPSET BASE AT VDT. PROV'.DE CARPET !M EE FOR C,AR ET • ALL CARPETED AREAS_ PCVVE R SET PIN • 24' OL. (TYP) AGOtl5T1GAL SEALANT 0/ Sf GKE R ROD k.) FLooR Films u NO RIM* TOiR+SET EWE AT CARPETS) AREAS 2) SET MA GA. M 2 lEMr OF CANT :°!1i SET EVITSM BOOM ON GC MEAD rOiF K.GUST1CAL SEALANT' • MET. S1 VS PART'N @ WINDOW WALL MULL. aN-r -o" (E) GLASS LIFE (E) MILLION (E.) SILL LIFE BELOW / Psi 455 rnPEnei.e TOP TRACK 3 5/8' X 20 &A. MET. STUD' • 24' O.G. 2 -HR. WALL CO PLAN INDICATION (k MULL ION = . WALL NEOPRENE PAD 20 6A. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MULLION I LAYER 5/8" GYP. BD. EA. SIDE (TYPE 'X' YE NOTED) CENTER PARTITION ON MILLION (TYP) R -1 BATT INSULATION V4TERIOR PARTITION PLAN NICAT1ON GONSTR i TION TYPE: GYPSUM WALLBOARD, NET. STUD' : TWO LAYERS 5/8' TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF6 "x20 METAL STUDS AT 24" O.G. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.G. EACH LAYER AND SIDE. (14.B) ALL FASTENERS TO BE TYPE 5' DRYWALL SCREWS - FIRST LAYER FA-51134M5 TO BE I" LONG SPACED 24' O.G., SECOND LAYER FASTENERS TO BE I-5/8" LONG SPADED 12' O.C. THICKNESS: 8 I/2' LIMITING HEIGHT: REFER TO MANUFACTURER niiiruuiiimi A" ; .A: 1 - ` • • BUILDING DWISION 5/8' GYP. BD. "TYPE X' APPLIED PARALLEL TO BOTH SIDE5 OF STUD W/ 1' TYPE '5' DRYWALL SCREWS • 8 " 0.0..T 4 B AND 12' O.G. ELSEWHERE. STAG6ER ALL JOINTS 24' O.G. 3 5/8" X25 6A. MEET. STUDS • 24' 0.C. 50UND BATT INSULATION NOTES: I. FOR HEAD 4 FLOOR CONDITIONS SEE 6 Q FOR GL6. FEI6HT Mr Mr PARTITION 13 TIC% rrF'E: GYPSUM MIN.I.BOARD, MET. SlLVS: OI€ LAYER W TYPE X 6011 WALLBOARD APPLED AT Ri6HT ANGLES OR PARALl,B TO EACH SIDE OF 3 5/f' x 20 6A. PETAL STUDS AT 24' O. FITw 1' TYPE 'S' D'RYPIALL. SCREWS AT a' OL. TO VERTICAL EDGES APED r ' OL TO TOE' AND BOTTOM RII AND J. snv5. 5TA6613L ALL VERTICAL A/ND 40002 AL JOINT 24' OL. EACt! SIDE APC OPPO5rYE WES_ ALB/ I.R+I7146 4 36MT: APPROX. iE3614>r: !E 7ST: UMW MST: 1-FR WALL CONST. PLAN INDICATION • • • . e REVEW ED FAR CODE I COM'LNCE bo non'I n s P .-; 2005 ST. IRECOVED CITY OF it/KIP/VI AUG 1 S 2005 ewCENTER 3 31f4• 6 oSF R4 IFIP- e6.644 -66 03i T -4710. 8414 Iec 2185, T-�- o mot 3f 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 03OO B RL 4GGAME - CA - 94010 'TEL (650) 692 -9911 . FAX (650) 692 --0181 i , , ..: -. .. . 7 j .. . r t , 0 01111110 4e „.., , / r r r . CONSTRUCTION SET 7/2Q/O5 ® CLIENT REVISIONS 1/14/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT rAl otA. ____ DATE I JOB NO. 1V11O4 2046703A A9 .1 s, a or a NOTE: GUARDRAIL TO SE 42" A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-I/2" O.G. VERTICALLY TO 34" A.F.F. AND 8" ABOVE 34' A.F.F. CONTRACTOR TO SUBMIT SHOP DRAWINGS. ADM. PROTECTION NOT READ HETNEEN YEN& MALLS --.- -- GomFREssop CARPET 114" MAX.// TH RESHOL.D /t ADA SEC. 44.1 LEAR WDTH -AC�SSLE ROIJTES vz- t -o- V 1 s a '" WING 7 Wes. DOWN TO FLOOR (YP) N6 OBJECTS HANtSIP ON WALL re LEADING EDGES ABOVE 21" FFINtSS}�$ !LEVEL --� ADEGIATELy AID ORPD DOOR MAT I:Illl ivivot . MATS ARE PPEFERA LE • 2 ADA MC. 4411a asa, aoa T1 & DOOR MATS IA SCALE (o) z = z 0 (c) 12 " �, MIN WARNING STRIPING & HANOHAL EXTENSIONS I I/4" MIN Ii" I/2" MAX I I/4" MIN I I/2" MAX ADA SEC. 4.9.4 (3) & 426 STAIR HANDRAILS SAMPLE SECT1ONS GUIDE RAIL WHEEL GUIDE ADA SEC. 4.8.5 & 4.87 RANDS NOTE 1: 60' MIN MEN NO DOOR S1N&5 ONTO L.AIiDfNS. 42' MIN PLUS DOOR M Ti Mei DOOR 9ste 5 ONTO LANDING. fito WYE 2: MAX VORIZOPITAL. DISTANCE OF EAC.4 RAMP * war ADA SEC. 411A I/8" MIN. RADIUS (T P) see (b) (d) z 1 z 1 1 Y4 MINJ I ' MAX. STEEL HANDRAIL - PAINT RAND D&NSIOWS T = TREAD WIDTH • AT PEM AND EXISTING EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES 11/4" MIN I I/2" STRIP OF CLEARLY CONTRASTING COLOR VVFEEL CUES & CAE RALS 3' MAX TOP PLATFORM INTERMEDIATE I.EVE PLA?FORM ATE TJ PLATFORM SOTTOK PLATFOILm NO SCALE NO SCALE KEEL GUIDE DETAIL NOTE: GUARDRAIL TO 5E 42' A.F.F. AND HAVE I' DIA. HORLZONTAL !PICKETS AT 4-1/2' O.G. VERTICALLY TO 34' AFF. AND 8' O.C. ABOVE 34' AF.F_ coNnRAcToR TO 510MIT SHOP DRAMIP455. NO SCALE • In z 1 x IO" MAX (0) CLEAR FLOOR SPACE PARALLEL APPROACH 30 " 1 i = 1 A 1 1 I , (G) MAXIMUM SIDE REACH OVER OBSTRUCTION SIDE REACH 48" ELEVATION PLAN (q) HIGH FORY4ARD REACH LIMIT 48" MIN X K t Z �I ELEVATION (G) MAXIMUM FORWARD REACH OVER OBSTRUCTION FORWARD REACH IF X > 24', THEN 6' ADDmONAL mAKINERIN6 CLEARANCE SHALL EE PROVIDED AS SHOWN (b) APDIT14NAL mAPCINER1N6 CLEARANcE FOR ALcovEs 1 1 1 1 L _______J (c) CLEAR FLOOR SPACE M1'&IUM CLEAR FLOOR SPACE FOR wfmainRS NO SCALE NOTES: ENTRY DOOR HARDWARE s 31' -42•± CF FORCE IS 11!i.NOPN 4A DmARE - OPERABLE iK%O - MAx EFFORT FOR EXT. DOORS = 85* - MAx E ORT FOR iNT. DOORS = 5� RECD FIRE DOORS, MAX EFFORT = s3+s i0' Mil BOTTOM RAC 7 24" MAX L 1 1 r PLAN 10' MAX z 1 R ir 48" J 48" 1 f 1 L k 4e• �I (a) CLEAR FLOOR SPACE IN ALCOVES rt j I k 4V• u' ,k IF X > 15', THEN 12" ADDITIONAL MANEUVERIMS CLEARANCE SHALL SE PROVIDED AS SH0Yt4 DOOR ONSTRUCflON - - J BE 48" MAX. Y SHALL. BE (b) HIGH 4 LAW SIDE REACH LIMITS NO SCALE NOTE: X SHALL BE S 25 ". Z SHALL BE 2 X. V ENXIS <20 ",YSHALL WHEN XIS20 " -25 ", 44" MAX. NO SCALE CORD LENGTH TO BE 24 ". RECEIVL R TO BE MA6NETIG FIELD GENERATING. fcil SLOT HEisNr AND KNEE u.e,►RANCA ADA SEC. 4.31 ACCESSIBLE TELEPHONE (q) DOORS IN SERIES Q) QTH POOR, OPEN OIsT VESTIBULE EXCEPT AT STAR TOWER NO SCALE (a) SINGLE DOOR 32" (b) DOUBLE DOOR IN SLOT = 9 ) 4 V 2 1 (G) PASS/ () DOOR WDTH PILL SIDE APPROACH 60' 1rflN\ *Twir:5140u7 tE I I Ailt EXISTS. COMPLY 1 PUSH SIDE APPROACH NOTE: DOORS IN A SERIES SHALL SWING EITHER IN THE SALE DIRECTION OR AWAY FROM THE SPACE BETNEEN THE DOORS. PUS 5 GE 48' MIN ,r L 20" MAX 24" MAX (b) CLEAR FLOOR SPACE • PROVIDE THIS ADDITIONAL_ SPADE IF DOOR 15 EiUIPPED WITH BOTH A LATCH AND A CLOSER. NO SCALE CLEAR OPENING MUST BE BETWEEN THE DOOR IN ITS 40' OPEN POS1T1ON AND THE FACE OF THE STOP. CLEAR OPENING FOR TWO LEAF DOOM MUST BE EIETY N EITHER DOOR IN ITS •0' OPEN POSITION AND THE EDGE OF THE OTHER DOOR. AN ADULT SIZE WHEELCHAIR A 2T' IN WIDTH. THE REWIRED 32" CLEAR OPEf1JN& ALLOWS 2 I/2" ON EACH SIDE FOR HANDS. CLEAR SPACE $OINDAR'I' FILL SIDE APPROACH A 8 60` las �.I 60' 24' 60" 36' APPROACH Y x .4,6' O 1-4> a4 o 44' 24' NOTE NO SCALE S = 24' • EXTSiIOR NDTE x = as F Orx;R HAS DOM Q. s LATGN 2 = 54'$Y =/b'F DOOR HAS BON CLOSER ! LATG.N v 40 F DOOR 4V6 GLi06IR ADA MC 1.111H1 AC�SSLE DOOR SWNIG TOILET ROOM coons HAVE =IBS ND ScxE A -/di")11)' CHANGE IN LEVEL /THRESHOLD NO SCALE 44' MINIMUM CLEAR WIDTH FOR 51146LE MFEELCHA1R 60' DIAMETER SPACE 60' r CORRIDOR AVM 2 PROTRUDING OBJECTS Z_ 1 MINIMUM CLEAR MOTH FOR TWO WHEELCHAIRS 12' --• 36' x-- 12' MIN MIN MIN t t � T- SHAPED SPACE FOR 180' TURNS WIEELHAR SPACE ALLOWANCE NO SCALE MR4MJM MII7TH FOR compoRs arm 200' PECEMEO CM of ALL' 1 J cooR WITHS 60' MIN *memo ALCOVE OR T-INTIMECT1014 F{�[ ICORRIDORS OVER WO* IN LAN OF W' Pik MTN REVIEWED FOR ,, CODE COMPILIAh 6 SEP - t 2005 City Of Tukwila BUILDING DTVTSI 1► N NO SCALE PEST NC) 9CAI,E BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BtJR114GAME - CA - 94010 ■ THL (6.50) 692-9911 . FAX (650) 692 -0181 A A.B. AC A.C. A/C A.D. ADJ. AGGR. AL. ALT. AMP. ANOD. APR. APPROX ARCH. ASPH. A.S.T.M. AUTO. B BD. BET. BIT. B.L. BLDG. BLK. BLKG. B.M. BM. BOT. BRG. BRK. BRZ. B.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CNTR. C. O. COL. CON C. CON T. CONST. CONTR. CPR. CPT. CSM T. CTR. CSK. CV. C. w. CU. YD. D D.A. DBL. DEM. DEPT. DET. D.F. DIAG. DIM. DISP. D.L. DN. DP. DPR. DR. DS. OW. DWG. DWR. E ELEC. EM R t \Av. EhC -R. E^ E.. ES ES ENC. E xT=' Ex ExT Anchor Bolt Acoustic Asphaltic Concrete Air Condittioning Area Drain Adjustable Aggregate Aluminum Alternate Ampere Anodized Apron Approximate Architect Asphalt Am. Soc. for Testing Materials Automatic Board Between Bituminous Building Line Building Block Blocking Bench Mork Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flashing Cast Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Con tract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Department Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Dampproofing Damper Door Downspout Dumbwaiter Drawing Drawer E. East EX1ST,(E) Existing EA. Each E.B. Expansion Boit Expansion: Joint Eiectic (ca) Eievatior• Emergenc Enarn Er'c;osure Engineer E'ect -.c_o E c a Eau trrer`: Est ° -r Excc.cte Exposed Exterior ErtruCec F F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick F.D. Floor Drian FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.N. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete N F.O.M. Face of Masonry F.O.S. Face of Stud F.O.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTG. Footing FUR. Furring FUT. Future 0 FR. DR. Fire Door G GA. Gauge GAL. Gallon G.B. Grab Bar G.C. General Contractor G.I. Galvanized Iron GKT. Gasket GL. Glass GR. Grade GRT. Grout GVL. Gravel GYP. Gypsum GSM Galvanized Sheet Metal H H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HOW. Hardware HDWD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I.D. IN. INS. INT. INTM. IN V. J. JAN. JT. K K. KIT. KO. KP. L Joist Janitor Joint LG. Length LAB. Laboratory LAM. Laminate LA V. Lavatory L_ Le*t and LKR. Locker L.L. Live Load L- Li L VP. Louver LBL. Labe ABBREVIATIONS Inside Diameter Inch Insulation Interior Intermediate Invert Kip (1000 lb.) Kitchen Knockout K ickpl ate IMcso^ -. PCx.rn.... Mac-ire Soit Mc Scrr.er MBR. M.C. MECH. MED. MEMB. MET. MFR. MH. MIN. MIR. MISC. MLD. MOV. MRB. MT. M TL. MUL. MWK. N (N) NAT. N.I.C. NOM. N.T.S. 0/ Over OA Overall OB. Obscure O.C. On Center 0.0. Outside Diameter O.F.C.I. Owner Furnished/ Contractor Installed OFF. Office OH. Overhead O.H.M.S. Oval Head Metal Screws 0.H.W.S. Oval Head Wood Screw O.J. Open Web Joist OP. Opaque OPNG. Opening OPP. Opposite P P.T.R. P.V.C. 0 R Member Medicine Cabinet Mechanic (al) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale PAR. Parallel PART. Partition PAV. Pay (ed) (ing) (ement) P.C.C. Pre -cast Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE-FAB.Pre-fabricate (d) P.L.F. Pounds per Lineal Foot P.G. Plate Glass PKG. Parking PL. Plate P.LAM. Plastic Laminate PLAS. Plaster PLY. Plywood PNL. Panel PT. Point P.P. Ponderosa Pine PR. Pair PREFIN. Pre - finshed PROJ. Project P.S.C. Pre - stressed Concrete P.S.F. Pounds per Square Foot P.S.I. Pounds per Square Inch PT. Paint (ed) P.T.D. Paper Towel Dispenser P_T.D. /R Paper Towel Dispenser/ Receptacle Paper Towel Receptacle Poly -Vinyl Chloride Q.T. Quarry Tile R. Riser, Radius R.A.G. 'Return Air Grill R.B. 'Rubber Bose RB.T. Rubber Tile R.C.P. 'Reinforced Conrete Pipe R.J. Roof Drain Recessed Drinking Fountain RD *D. Redwood REitiF. Reiforce (d; (ing) REF Reference PE=R. Refrigerator 4r Register REV Remove RE.. Required RES. Resilient RE v. Revise (ic R F i; Roog RF.H. RFL. R.H. RM. R.O. R/W R.W.L. S S.A.R. Supply Air Register S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule SCR. Screen S.D. Storm Drain SECT. Section SH. Shelf (Shelves) SHO. Shore (d) (ing) SHT. Sheet SHTH. Sheathing SKL. Skylight SL. Sliding SIM. Similar S.N.D. Sanitary Napkin Dispenser S.N.R. Sanitary Napkin Receptacle SNT Sealant S.P. Soundproof (ing) SPC. Spacer SP.D. Soap Dispenser SPEC. Specification SPKR. Speaker SPL. Special SQ. Square S.S. Stainless Steel S. SK Service Sink ST. Street STA. Station STD. Standard STL. Steel STR. Storage STRUCT. Structural SUS. Suspended SYM. Symmetrical SYN. Synthetic SYS. System S. South T T. T&G T.B. T.C. TEL. TEM. THERMO. THK. THRESH. TOL. T.P. T.P.D. T.PTN. TR. T. SL. T. ST. T.V. T.W. TYP. U U.B.C. UND. UNF. UR. V v. VAC. VAR. V.B. VERT VEST. V.G. VIN. VNR. V.T. w. W / W.8. +W. C. WD. 1 ND W. W. G. w. H. •1B. W.' . W/ W.P. K.s. MSC T. 11%. w_M. '?D. Yard Roof Hatch Reflect (ed) (ive) (or) Right Hand Room Rough Opening Right of Way Rain Water Leader Tread Tongue & Groove Towel Bar Top of Curb Telephone Tempered Thermostat Thick (ness) Threshold Tolerance Top of Pavement Toilet Paper Dispenser Toilet Partition Transom Top of Slab Top of Steel Television Top of Wall Typical Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Groin Vinyl Veneer Vinyl Tile West With Wood Base Water Closet Wood Window Wire Goss Water Heater Wheel Bumper Wrought Iron Wir Mesh Without Water Proofing Water Stop Wainscot Weight Wd! to Ndr 1 Wee Mesh owpER 4#4 TENANT ARCHITECTURAL LEGEND DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION OFFICE ROOM NUMBER & NAME CENDANT CAR RENTAL GROUP. INC. P.O. Box 612707. 3937 South 26th St. Dallas. TX 7526' (972) 453 -4062 A TIN : K DIRE S _ *ES TE R1r1 ANNl RE Ate. P' GANI 2A T)ON R C.- Box 97723. 600 160th Ave_ NE revue. WA 98009 -1723 (425) 4 55-815? A TT): MIKE LANCASTER 41 WORK POINT / DATUM POINT / CONTROL POINT COLUMN / GRID LINE WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE EARTH '.. ;w : e', 41 CI11 ity GO5OWI V I 1111111111 II u1'IuIlI IM1111IllIlI 111111111111111111111111111 SCOPE OF WORK TENANT IMPROVEMENT AND REMODEL OF THEATER CONCESSION AREA INTO ADMINISTRATION OFFICES. PROJECT TEAM AFigiTECT 81L"tiK DEMATTEl ASSOCIATES ARCHITECTS 555 Boyshore Hwy Suite 300 Burlingame. CA 94010 (650) 692 -991 A - N: CN ANt LE R EASON !+I STEIJC11RAL C ENONCE. RING ' 80 Nickerson St. Suite 302 Seat) WA. 98109 (206) 285- 457 2 A TT14_ RICK WYE SAND I MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE A0.1 TITLE SHEET ARCHITECTURAL A0.2 A1.1 DAl2.1 A2.1 Al2.1 Al2.1E 1 .1F A14.1 A14.2 A16.1 A4.2 A8.1 A9.1 STRUCTURAL NOTES SITE PLAN ADMINISTRATION BUILDING MAINTENANCE AND ADMINI OVERALL FLOOR PLAN ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING TOILET ROOM DETAILS DETAILS ACCESSIBILITY DETAILS DEMOLITION PLAN STRATTON BUILDINGS FLOOR PLAN ELECTRICAL PLAN FINISH FLOOR PLAN ROOF PLAN ROOM FINISH & DOOR SCHEDULES EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS TOILET ROOM PLANS & ELEVATIONS TOILET ROOM PLANS & ELEVATIONS REFLECTED CEILING PLAN S1.0 STRUCTURAL NOTES S2.0 ADMINISTRATION BUILDING FOUNDATION PLAN S2.1 ADMINISTRATION BUILDING ROOF PLAN S3.0 CONCRETE SECTIONS/ELEVATIONS S3.1 CONCRETE SECTIONS/ELEVATIONS S3.2 CONCRETE SECTIONS/ELEVATiONS S3.3 CONCRETE SECTIONSELEVATIONS S6.0 CONCRETE DETAILS a. b. c. d. 1. Special inspection by Geomatrix, Geotechnical Engineer of Record, shall be provided per I.B.C. Sections 1704.7 and 1802 for the following construction items: Site excavation and grading Verification of soil- bearing capacity Placement of structural fill and soil compaction Placement and compaction of foundation and retaining wall backfill 170 GOWNING CODES: 2003 INTERNATIONAL BUILDING CODE (EC) 2003 UNIFORM PLUMBING CODE (UPC) 2003 #1?ERNAT!QNAL MECHMICAL CODE (MC) 20C3 IN ; ERNA TI0PIAI FIRE CODE (I C) 2003 WASHINGTON STATE ENERGY CODE. CHAPTER 51 -11 WAC BARRIER FREE ACCESS PER 2003 1C & /ANSI A11 2003 WASHINGTON STATE VE TILA T+OIr & IPOOOR AIR QUALITY CODE • SHEET INDEX SPECIAL INSPECTIONS REQUIRED 1) Design -build Mechanical, Electrical, and Plumbing drawings. 2) Life Safety System drawings. 3) Fire Sprinkler Drawings. 4) Exterior modifications (Separate Permit After SEPA & BAR Approval) 5) Fire Alarm System drawings 6) Design - drawings for the fiber- reinforced - polymer composite systems. See structural drawings for system location and specification. PROJECT DATA 9. DEFERRED SUBMTTALS LATEST EDITIONS OF THE FOLLOSING: NATIONAL ELECTRICAL COOS (NEC) NATIONAL FIRE CODE (WC) NATIONAL FIRE PROTECTION AGENCY CODES AND STANDARDS (P PA). (11 ACOMNSTRAVIN SUING TYPE CF CONSIRUClOit OCCUPANCY:. i to - FULLY SPRINKLERED PER WPA 8. COIr11r1ERCQAL OFFICE - 16.684 S.E. t FLOOR ( SEE Al2.1) 13 REVIEWED FOR CODE COMPLIANCE eonor"1Fr SEP - 9 2005 t10 City Of Tukwila BUILDING DIVISION 2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items: a. Concrete construction: Continuous, see also Section 1704.4 b. Reinforcement of concrete construction: Periodic, see also Section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13 d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2 e. Grout placement of masonry construction: Continuous, see also Section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3 Structural welding of structural steel for single pass fillet welds less than or equal to 5/16 inch and floor /roof deck welds: Periodic, see also Section 1704.3 h. High - strength bolting of structural steel other than slip - critical: Continuous, see also I.B.C. Section 1704.3 i. High - strength bolting of structural steel, slip- critical: Continuous, see also 1.8.C. Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3 7) Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for tenant's Certificate of Occupancy. VICINITY MAP AECZVED CITY OF TUKWILA al,G 1 5 zoos PERMIT CENTER • lb BLUNK DEMATTEI ASSOCIATES ARCHITECTS A!A 1555 BAYSHORE HWY #app CA - 94010 II TEL (650) 692-9911 ■ FAX (650) 692 - 01181 ,- ..,. -..,. :�Lvl ry w � 7705 r ^T- .. �.i.n •0a RECEIVED Q'; -y 7.05 CIA NN CONSTRUCTION, LLC CONSTRUCTION SET - r /2q /os CLIENT REVISIONS PLAN CHECK NOI REVISION 0 CC 0 1 4 < CC § U i s� o Fzg �� C:11-•cs DATE Joe No LS 11/1/04 20457 A0.1 1 OF 1/14/05 2/25/05 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY AU. FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • BUILDING ANALYSIS Building andris for existing buildings Administration Building: Existing theater concessions building is 16,575 sq.ft and is a Group B occupancy with Type III construction. Table 503 allows a 19,000 sq. ft Type IIIB building and therefore no area increase is required. Building has fire sprinklers; existing heads will be relocated as required to comply with the coverage requirements for new tenant improvements. The building has the following setbacks: 1) 150' or greater to the west and north property lines 2) 10' ---1" to assumed south property line centered between this building and the existing maintenance building (2O' -2" total building separation) 3) 72' -6" to assumed east property line between this building and QTA building (145' separation) and 16' -10" south to assumed property line between this building and the maintenance building (33' -4" total building separation) except in a limited area where the separation is 7' -9" (15' -6" total building separation). The building is a Type III building with two -hour fire rated exterior walls as required per table 601. The exterior walls are 8" thick concrete block; 4" concrete block is rated two hours per table 720.1(2), item 3. Where building separation is less than 10', exterior walls are fire rated one hour as required by Table 602 with 8" thick concrete block. The administration building and the maintenance building can be considered as one building per section 503.1.3, exception 506.2.1.1 and 2 and 507.4.1 through 3 with these buildings within the limitations of table 503 modified by sections 504 and 506. This building would then be considered as having an unlimited area using the minimum setback of 40' to the west property line for the building canopy and 56' to the face of the existing bowling alley on the west and south property lines. Twe IN editing construction defined: IBC 2003 defines Type III construction in section 602.3 as "construction in which the exterior walls are of non - combustible material and the interior walls are of any material permitted by code. Fire - retardant - treated wood framing complying with Section 2302.2 shall be permitted within exterior wall assemblies of two hours or Tess." All exterior walls are constructed of non - combustible material: concrete masonry units, concrete, storefront glass wall and frame, and metal doors and frames. All interior walls are constructed of material permitted by this code. Table 601 defines Type III 6 as having zero fire resistance rating for the structural frame, interior bearing walls, non - bearing interior or exterior walls and partitions, floor construction and roof construction. The existing building elements meets this requirement. The exterior bearing walls are required to be 2 -hour fire rated. The exterior walls of the Administration building are either 8" thick concrete walls or 8" thick Concrete Masonry Unit (CMU) walls. All 8" thick concrete walls are four -hour fire rated per table 720.1(2) material 4. All 8" thick CMU walls are 4 -hour fire rated per table 720.1(2) material 3.Concrete masonry units. CONSTRUCTION NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR ", "CLR" OR "HOLD" W/0 WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1 AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. PLAN CHECK NOTES *1 Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of Occupancy. *2 Emergency fighting will be provided as required by I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting information and locations. *3 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M &D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings. *4 Doors 105, 104, 113, 114, 103, 115, 139, 140 and 102 shall be insulated to the minimum requirements of an S -1 Occupancy for a semi- heated space, per Washington State Energy Code Section 1310.2. *5 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi -- heated spaces. See design /build mechanical drawings. • 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A-201, LATEST EDITION, SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPUANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPUANCE WITH THE BUILDING CODE. 19. PROVIDE RRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 20. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE. 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER /STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS iN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE F1RE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBLIES SHALL HAVE A U.L. APPROVED LABEL. ALL DOOR HARDWARE SHALL COMPLY MATH THE ADA SECTION "DOOR HARDWARE". PROVIDE SIGNAGE FOR COMPLIANCE FROM THE INSIDE MATHOUT THE USE OF A KEY. SPECIAL KNOWLEDGE OR EFFORT. 24. ALL DIMENSIONS SHALL BE AS INDICATED ON T.-4E DRAWINGS, OR AS CLARIFIED BY BDA. UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE DE TE RMi NED BY SCALING THE DRAWINGS. 25. DIMENSIONS ARE TO FACE OF STUD OR F ACE Cr FINISH OR aNTERL;NE OF COLUMN OR CENTERLINE OF WINDOW MULLION UNLESS OTHERWISE NOTED NEW FINIS - SEE S ARE TO ALIGN MA TH DOSING F N ISHES WM THOU T EW ENCE OF ADDITION JNLE SS OTHER VASE NOTED. 26. NC 'WOW DEFECTIVE IN CONS =RUC rich OR Ql: A! i Ty. OR DEFOEN T ANY REQUIREMENT OF rriE CONTRACT DOCUMENTS MU BE ACCEPTABLE IN COHSE QU EN C£ OF :NO AIs r'S OR BO AS F ALURE 10 DISCOVER OR POINT X T SAID DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE MIOiRK RE'IEAiED WTP i THE GU ARAN TEE PERIOD SHALL BE REPLACED BY MCIRK CONFORMING TO THE N I RAC T. !4C PAYMENT. 0 THER PAR •Al, OR FMIAL. SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 27. CONiTR AC TOR SHALL PROVIDE OOMPLE TE PRODUCT DATA Ails RELA TED PROuEC T CLOSE OU T INFORMtA TION APPROPRIA TE FOR CF1'IDANIT`s Y A/4 TENAN(;E ANO OPERA 11014 OF PRODUCTS F1.41 UNDER THE CONTRACT_ GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE -YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEILING NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION. AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 243 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBLIC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. (NOT USED) 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN RE . RENTWA'E 1 12. A SEPARATE PERMIT IS REQUIRED FOR 8'--0" HIGH CHAIN LINK - . n r1! SECURITY FENCE. QOb 13. A SEPARATE PERMIT IS REQUIRED FOR THE ABOVE GROUND FUEL Si? TANK. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT. AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. /13, (72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA FiRE MARSHAL FOR APPROVAL THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL. SUBMIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE. AND ONE FOR THE JOB SITE. (CITY ORDINANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, FIRE ALARM SYSTEMS. DUST COLLECTORS. FUEL STORAGE. ETC.. REQUIRE SEPARATE PLANS AND PERMITS. PLANS TO BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO START OF INSTALLATION_ (CITY ORDINANCE NOS. 2051 AND CITY OF 2047) 6. PORTABLE F1RE EXTINGUISHERS WILL BE REQUIRED IN FINISHED BU'LDiNGS PER N. F. O. A_ re (MINIMUM RATING 2A. 109C). 7. BU& L1 1LiZING STORAGE OF 4!G+* P ILED COMBUSTIBLE S ►OCX WLL REOt;IRE MEOAN:CA` SMOKE REMOVAL PER APTER 23 OF TnE 2003 P i TERN A T ON AL FIRE CODE 8. NO BUILDING MIL BE OCCUPIED. BY Ec 4 ,E OR MERCH AND SE. PRIOR TO APPRCv AL ANC iNSPEC TKJN BY FIRE AND auliDiNG DEPAR TMEN TS_ 9. SPEOAL ARE DE° AR TN T PERMITS ARE REQUIRED FOR SUCH T AS: STORAGE OF COMPRESSED GAS. Ui roGEN'S. DRY cIEANG PLANS, REPAIR GARAaS, PACES OF ASSEMBLY, STORAGE OF ' VA TERIALS. A M ABLE OR COM BUS T1BLE LOOMS OR SOLIDS_ LPG. I LDMVG AND CU r r c OPERA TONS. SPRAY P AIIIV TING, ETC (N TERNA MAIL FIRE E 1JOE SEC DON 05) T Q. r DEP!1R TIENT vE IC.LE ACCESS S REOLARED TO IS TIAN 150' OF ANY FORTG OF AN ExTERIOR WALL OF r,E FIRST STORY. PRE DEPARTMENT ACCESS ROADS IN EXaSS OF 'so' REQUIRE A TURN AROUND. FIRE DEP I►COSS ROADS SHAD BE NOT ass THAW 20' MOE +IM TN AN UNIOSSTRUC TED *ERIKA. Q E *RANCE OF T 3 -6'. (G t; Y ORDINANCE NO. 204 7) • LLD NG AUG 1S PERIST eb BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 BURLINGAME - CA -94010 ■ TEL (650) 692 -9911 ■ FAX (650) 692 -0181 NO. I0% U Z 7. - �.., CONSTRUCTION SET '7i2a/o5 REVISION w O cc 0 4 cE • m z ,.JI CC Ow 03 CC 4 4 z < ff, 2. 81-4.st d3: � � in < I!Q; Z DA -E .ice wo fY1/04 20457 2/25/05 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL ELD CONDITIONS AND COMPARE EM WITH THE CONSTRUCTION MEN TS BEFORE COMMENCING TIVITIES. ERRORS. OMISSIONS ANY OTHER INCONSISTENCIES DI • VERED SHALL IMMEDIATELY BE • REPORTED TO THE ARCHITECT 41 1 � REQUIRED TOLET CALCULATIONS Clay titer 16.684 square feet x 1 occupant /100 sq.ft = 167 occupants Me "OW - 167 occupants require 5 toilets and 3 Lavatories split squally (3 toilets and 2 lavatories each between Men and Women) Prod Mello 4 t t urinals and 5 Lavatories (1 toilet and 1 Iavotary is provided for QTA within this building) Mt: 6 toilets and 3 lavatories (1 toilet and 1 lavatory is provided for QTA within this bulding) mt`�IIrIs 0999 1 Tip j _ 2.668 square feet x 1 occupant /100 sq.ft = 27 occupants keiggred w x occupants requires 2 tolets and 1 lavatory spilt equally (1 tolet and 1 lavatory each between Men and Women) '1WMi1/ realm 111141l M, /IiIiirwl. 11111i Bone 1 toilet and 1 lavatory Ilfeeseeg 1 toilet and 1 lavatory w0y 00111f:l_ 30.329 square feet x 1 occupant /100 sq.it = 304 occupants 11190ied Wein 304 occupants require 8 toilets and 5 lavatories split equally (4 toilets and 3 lavatories each between Men and Women) Pistakd him 4 toilets, 4 urinals and 4 lavatories MwIt 4 toilets and 3 lavatories ADMINISTRA • FA LITY (EXISTING TMs' TAT E CONCESSIONS) ('TI UNDER SEPARATE PERM1T) 5E Al2.1 , ► ft a t A.M.Wmea..VP.:,:sna lig (N) ASPHALT PAVING • DEMOLISHED THEATER (SEE CIVIL) (14) b" HIGH CONC. CURB TO PROTECT PED. WALKWAY (TYP) - (N) 4 LONG WHEEL STOP (TYP • EMPLOYEE 4 VISITOR PK6) — 04) LANDSCAPING - SE LAND. DW6 (TYP SHOPt 5HADED DARK) (N) 6' -0" WIDE CONCRETE COLORED ■•■1 PEDESTRIAN SIDEWALK ( SHOWN HATCHED) ---" 04) 6 W, I" H RAISED CONCRETE COLORED PEDESTRIAN SIDEriALK e DRIVE AISLE - SLOPE AC / PAVING TO MET (N) RAISED 51 (SHOWN HATCHED) MODIFY CURBS, L.ANDSCAPIN6 4 DRIVE AISLES AS REQ'D FOR FIRE TRUCK ACCESS AS SHOWN - SEE SHEET VALI 4 CIVIL (SHOWN DASFED) SITE PLAN • EL CHARRO RESTALIANT eaC) SCOPE OF YYOiIC 4 CC / 0 (N) FIRE DEPT &ATE T RESTAURANT SITE NI36'365414 1,51.6i' 0 DOLLAR I1r -A-CAR (NC) 5` DATA (N) &ATE - SEE FENCE PERMIT - WASFR1(3TON STATE PATROL (NC) (N) FENCE 4 GUARDRAIL (TYP) - SEE FENCE 'PERMIT 6 i861Yr ,.,,fir "R AD A650CIAIES. 5�?E SiRVre. GP SLAVEY 06/04,04 () TRASH 0 !Nab suRE r/CMJ MALLS 4 G+ 'JN LINK &AYES rt1 1D SLATS - 5E A2_IA 04) rITE O LAND D ( 1RJNGAT D Gow Acc r s t eix RMm°'r - SEE C..'VLL. T71"65 NIEET CIO t'ri'p; - - TRANSPORT VEAC.i_E TYPE 90ti. BE 04; TYPE .9 CONUDEPED 1' *'COL !8-b �T��TA?'E 5E+!"TRl�i�.8� SEE LAND. DP1545 0 n 0 N05'3q 5g'E 451' 143 31.gT t ete O MCA ACZES6 a rim MM. 940,114 SHOW DA94) L = 66.35' A z 6°11 R s 477.66' • N92•4 324, .o N8 5.44 is (E) 6ILLIAM CREEK PER SURVEY (E) DRAINAGE CULVERT (N) TRASH ENCLOSURE Y'V GNtJ WALLS 4 CHAIN LINK GATES YM/ MOD SLATS FIRE TRUCK ACCESS RroUTE - 2O'-O" MIN. 11IDE (TIP s OY114 DASIED) X245"5155414 41.q4• 5 =2' 1 Ir fi R-f -f F-- _ -- • e1 N69•3o5A'E 750' m31'5754,1 40.15' (E.) LANDSCAPE sTR/P 1V AEI TYPE n 1..M425GAPE - SEE \ 7PPISS SHUTTLE PARK 1 CN C) 5'4'FIDE LANDSCAPE 51RP SEE DP155 _.Q 15 30 PROJECT DATA ZONING RC (REGIONAL COMMERCIAL) BUILDING BUILDING UZ ADMINISTRATION OFFICE (1 FLOOR) MAINTENANCE OFFICE (1 FLOOR) CAR MAINTENANCE S -1 CUARDBOOTH SECURITY U (1 FLOOR) QTA CAR WASH, FUELING S -1 (1 FLOOR) (5.916 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS 'Ns PARCEL 1 222304 -9101 -02 PARCEL 2 222304 - 9015 -07 am AREAS BUILDINGS 49,510 SF (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27.928 SF (E) PAVING 418,417 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) (N) PAVING 38.334 SF TOTAL SITE 658,723 SF CANOPIES (E) CANOPIES (N) CANOPIES CANOPY TOTAL PARKING DATA 8,508 SF 7.374 SF 15,882 SF SQUARE BUILDING FOOTAGE MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20,614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUARDBOOTH (1 FLOOR) TOTAL P BICYCLE PARKING DATA ‘ 60 LZO 48 SF QTA 8.365 SF 1 FLOOR) (INCLUDING CANOPY) 112 121 SQUARE BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE 30,329 SF (1 FLOOR) QTA 8,365 SF (1 FLOOR) (INCLUDING CANOPY) FOOTAGE 16,684 SF 8 TYPE III OCCUPANCY CLASSIFICATION PARCEL 3 222304 - 9001 -03 QUARTER: PARCEL 4 222304 - 9102 -01 SECTION: PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL /1000 SF BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS PARKING STALL SIZES: ACCESSIBLE: VAN ACCESSIBLE: REGULAR: COMPACT: Doisin.44)2•••• SCOPE OF WORK 2. CIVIL (SEE CIVIL DY465) TYPE III TYPE V TYPE II TQ1�ISHIP:. RANGE: STALLS REQUIRED 30 b. SECURITY CAMERAS. SEE Al .IE 21 51 1 SPACES REQUIRED 1 1 SPACE / 50 PKG STALLS 2 1 SPACE / 50 PKG STALLS 1 3. EXTERIOR MODIFICATIONS TO ADMINISTRATION 4 MAINTENANCE BUILDI SEE A2_I,A2.IA,A2.I8 AND Al2_I 4_ ADDITION TO MAINTENANCE BUILDING FOR FLUID STORAGE SEE A2.IA 5. METAL CANOPIES AT MAINTENANCE FACILITY. SEE A2.IA • OOUARE FOOTAQ, 16,684 SF 30.329 SF SF 49,510 SF SW 1/4 OF SW 1/4 22 231V 4E., W.M. ■ STALLS PROVIDED 31 23 53 1 SPACES PROVIDED 1 2 1 8'x18' 11'x18' 9' x 19' 8'x16' foR 1 coD 1 ,"%t cr; I. LANDSCAPINIS (SE LANDSCAPE DYE) DING IReCENED cm of TucL► r Jr: i 2 iC Mac CENTER BL_UNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME -- CA — 940110 . TEL (650) 692 -9911 ■ FAX (650) 692 -01181 CONSTRUCTION SET 7/2q/OS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM 1MTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U .6 D �O 0 2 < CC kai 4cw 1 s�z�< < �WN REVISION 7/14/05 5/IO /O5 DATE i NO 20457D7 • 77C5 F :.i. :• - :_:J ARCmiTECT , ' .':v _,. MUTT_. CONSTRUCT1ON SET 1/2Q/O5 CLIENT REVISIONS 1/14/05 NO. REVISION DATE IT IS THE RESPONS1BIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ►L LE ...... DI DA TE I JCEI NC. 1 111/04 2101467 DAl2.1 5 E - 4 OF i • 1 f 5(E)LAVsTOBE RELOGATIED IN NEW - COUNTERTOP (R) PCs IN BOTH TOILET ROOMS (GYP (R) ALL TOILET PARTITIONS IN BOTH (E) TOILET ROOMS (TYP) 3 (E) LAVs TO BE RELOCATED IN NEW COUNTERTOP (E) SINK TO REMAIN (E) CONCRETE cower+ MATCH LtE C DAl2.1 (E) ROOF EDGE B DA21B (R) EXTERIOR WALL (E) ROOF EDt9E (E) CONCRETE COLUMN A I fi (t) EXTERIOR 6LAZINS, PREPARE AREA FOR (!N1 SPANDREL PANELS, (E) MULLIONS TO REP-JAIN WIMP =III (R) / 11 / (R) 11 U n (E) 6UARDR/11L- Ff16HT ( ' - YVALL TO REMAIN (R) / rs ' I 1 (E) ROOF DRAINAGE IN FURRED COLUMN TO t REMAIN (VIF) - REROUTE - A5 NECESSARY AROUND s FOOTING ----� 1 . S = r 1 J (t) WALLS SUPPORTING ROOF STRUCTURE ABOVE TO REMAIN (R) INTERIOR WALLS AND COLUMNS (R) THREE DFs 2 OF 3 (E) URINALS TO BE RELOCATED, REMAINING TO BE REMOVED (SEE AI2 1 (R) TWO DFs (E) MOP SINK TO REMAIN FLOOR AND ASSOCIATED WALLS, COLUMNS, UOORRS, AND WINDOWS IN PREPARAT1ON FOR NEW FOUNDATION - SEE STRUCTURAL 1 (R) 4`x4`x1/4` ST EL TUNE COL AND 4 (E) FURRING DEMOLON NOTES 1. PERFORM ALL DEMOLITION , . REMOVAL OR ALIERATI41 IONIC. REQUIRED 10 COMPLETE WE PROJECT N FULL C MPUAIICE WWI WE IN1E)IT OF 1 E ARCHITECRJRAL GRAMM AND SPECWICKIIONS. SEE 2- CONTRACTOR SNAIL ADHERE TO ALL CONSTRUCTION CODES, RULES AND RED j_ADONS AS SET BY FEDERAL STATE AND LOCAL CODES. CONTRACTORS. SUBCOINTRAC ORS. AND EOUIPME7 T ItSTAL RS Si- ALL BE RE SFCtSBLE FOR VER,f C A TION DF E x' S TING CONDI 10PIS ANC S "S TEvS BEFORE STARTING M3P.K INCLUDING LT:L ry ENE LOCA'IONS ANC ."cam SHE COkTRACTCR 9.4A L RE' iE W THE DR A %%INCS AND SPE A TICNS - 0 COOR 4 -E w E XIs r c BUr‘DNG Come, T' t S r v V &RI MINX OF D<SO ;REP AANCNE S ' }' A ` AR'SF FROM A POW R£'AER Sr+ A, _ BE REPORT TC THE ARC E C AN!) C * MED A TEL `" FOR SJLJ TION AJ` ` A INC A; . De ; `S Ate` A00 7 AL. COSTS RE S.A_ 7 14G g-ROM E - *JCR : -E I�"'111PL /OR E TE AND ���; �' St Oh Or TIC ADO* REPt'1R T SH ALI. BE THE 9CII1 �4i TY OF THE CONTRACTOR TO REMEDY ADSTRAflON BULDHG DEMOUflON PLAN 1 1 1 a • S t� C TglICT 0 REMAIN) (R) DOORS AT TOP /�- OF RAMP (ABOVE ELECTRICAL ROOM) 11 (R) COUNTERTOPS, CABINETRY, AND ASSOCIATED SOFFIT ABOVE (TYP) A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMIPROVEMEN TS THAT ARE TO REMAIN. CUTTING WORK ISH ALL BE DONE IM TH 6MWMUW DAM AGE TO SURROUNDING SURF ACES WHICH ARE TO REMAIN. SUCH IMPROilE1r .N TS THAT ARE DAM AGED BY THE CONTRACTOR. SMALL 9E REPLACED AT HIS EXPENSE. 5- THE CONTRACTOR 9IALL BE RESPONSIBLE FOR KEEPING THE .JOBS TE AS "ELL AS ALL ADJAalN T AREAS AFFECTED BY CONS TR CTION BROOM CLEAN A T ALL TIMES. 6. OWING ROM= 10 ANY 01310u11011 SNAIL SE UNLACED N CORIPLIANCE WWI ALL IIPPU JI I E 589IC AND MOM OAS 7 ;,O*!"RACTOR S'+A..� R tJ A _ PARTI AS NC TE C _ON PLANS gkoa.; O dG A s OL :.F TS AND Sat TCH: S. CASEATIORX . ;_Ass_ DOORS AND FRAMES • T►+ = AP. '"X.1141. ALi JSABL.E M A 7. AL S DESII Er gROM E X;S TING WORK SH ALL. BECOME T-€ PROPER T" OF THE BUILDING GONER - CON TAC T BUILDING Y AJ►AGER REGARDING STORING OR O NSPOSING OF EX/STING IIATERA&S Ap DISPOSAL/REUSE OF EXISTING COKSTRUCT1t i. NOTE SEE Al2.1 FOR TENANT IMPROVEMENT i STI 7 Thf / JI lW we s c 1 - 71 PLUMBING dvi 1 SLAB. ARE FOR F TO MAT (Fa L � (J P'EGORATIVE COLUMNS 4 ASSOCIATED SOFFIT ABOVE (TYP) 1 z. L fR)/ \ , \\ (R) COUN'TERTOP'S, DISPLAY CASES, BEN5fE3, AND ASSOCIATED SOFFIT ABOVE (TYP) 8. EXISTING DUCT WORK, PIPING, PLUMBING AND CONDUITS SHALL BE CAPPED AT POINT OF ORIGIN. ALL UNUSED U TIU TY SERVICES wI THIN THE DEMOU TTON AREAS SN ALL BE DISCONNECTED. REMOVED AND CAPPED. THE LOCATIONS OF THE DISCON NEC TED U T1L! TIES SHALL BE MARKED AND INDICA TED ON RECORD DOCUTAEN TS. 9. ALL EXISTING TELEPHONE OR DATA CABUNG NOT REUSED SH ALL BE REMOVED TO POWN T OF OR GIN. ' O. CONTRACTOR SHALL EMPLOY ALL AVAIL TECHNIQUES FOR CONS TRUCDON NOISE AND DUST ABA TEMENT. CCN TR AC TOR SH ALA. COORDNA TE ANY ELE C TR idE H ANIC AL PLR. mEI NG AND FIRE SPRINKLER WORK **Cr; REQUIRES IN ! R'RUP "ANT OF POrIER, AND 1111E0. AWN_ 111 Rx n404 REQUIRES Mt TERRUP r OF •vAC. SYSTEM REMOVE ALL DOS TING Ft. OOR FIMSHES. CADET. P AO ANC AC>iEN T ACCESSORIES. ALL FLOOR PEW 7 RAT' S (OUTLETS. HOLES. E'C -) SHALL BE FLL.EC SM0O! 4 06 IPOR TO NSTALLATIOt' OF FLOOR COVERING. E VST74G ADJACENT FLOORS ANO 'WALLS NOT REMOVED. jr B AFFECTED BY DEIIQEJ TOON SHALL BE F U L L PREPARED FOR NSTALLA TIQ1 OF NEW FEES CONTRACTOR TO PREPARE All FLOORS TO RECENE NEW FMS. (E) CONCRETE WALL CUT DOWN IN HEIGHT. ( SEPARATE PERMIT) (R) DOORS AT BASE OF RAMP fl SEE DAZE FOR MAINTENANCE BLDG DEMOLITION -----ii 1 (R) / (R) 11 11 ri 1 1 1 I I I I 0 11 J ! ! L__ JL __ i p 1 I (R) FLOOR FOR FOUNDATION - SEE STRUCTURAL 14. CONPLEIELY KNOW ALL TELEPHONEAATA OVUM ARID SUPPORT L L 13. ML DOMING ELEC110CAL N REMOVED WALLS IS WOWED 10 MO MIT SWITCHES 70 BE RELOCATED N 1 1 1 LLS 1 0 REMAIN. R E M O V E ,ALL O.EICIMI AL WRING AIO PLtAi9NC PIPING BMX TO THE PONT OF ORM N MIS THAT ARE 15. SEE SHEET AIM IFIN commumim moms _ IMO SAL MODES. 1& PATCH AID REPAIR ALL WILLS AS NEEDED FOR NM PANT RIM t 17. ALL (FJ BECTIW'x SPIWOOER. RINIIM,, MO MAC WNW 10 E F NOT REUSED FOR Lip lEIVer �I�flS � 1@ �F-wRa (R) URINALS 4 WALL OM O -1 -- __ 11 i l 1 � 11 IL — UJ • (R) PLIN6 FIX1URES 4 CAP fhUMBIN& ----- u- - - 4-.— 11 r 1 1 a = a tv f = (RL) RDACNE IDOSTWAG DEMOU11ON LEcfrn EXISTING WALL TO REMAIN Immo (E) TICKET BOOTH TO REMAIN (TO BE USED FOR 5 � '1 �-- (E) ROOF EDGE 1 11 • • EXISTING CONCRETE CO1U■IN TO REMAIN - - � tE1 CANOPY — TO REMAIN (R) LIbHTS COSTING DOOR AND / OR WALL TO BE REwO E'!7 EXISTING DOOR TO BE RE -USED OR RETURNED TO 8lA.Dr4G mANAMmENT PATCH & REPAIR F S 1704401- (R) O • r r -BRE AVROtM 122 MATCH LSE C DA 9 0 0 • • • RECSVED CITY OF TUKWILA hkh 1 3 I w CC 0 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 CA - 94010 ■ TEL (650) 692 -9911 ■ FAX (650) 692 --0161 .=\_\ 11110 l - .rIrn• giggle HMI I =: I ••=4 r� NMI WO ► =4 r►■411 r I I, I'm lr 1 II I II I 1 I r 1.1" • •r b • • • •r o •= > 1 to 2 sm c- N rn Stn cD a -00 ..)) A 1 53 cp V" o TENANT IMPROVEMENT for CENDANT CAR RENTAL GROUP, INC. 16820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 9B188 MAINTENANCE AND ADMINISTRATION BLDG OVERALL FLOOR PLAN v� - - VI4g &P,9* do M 4 0 000 rC2. z SC _; r -<QfC V � m D ° a Ee-a g n =l a a .•. ,•, ■ ig 00m 0,0 0,09T b' 05 -4> o m . 5; h ! no , COPER 23`-10 1/2" 14'-6" (E) ROOF ED6E (E) ROOF ED6E A ONCRETE FLOOR - SEE STRUCTURAL (SHOM SHADED) r (E) MATCH LJNE C M2.1 B A2.1B 111•11111 IN/119 le SPANDREL PANELS own moo ono MID (N) CHAIN FENCE A /IN EXTERIOR STOREFROW MINDOVIS • ROOMS 223, 221, 220, 242, 241 I 240 (TYP) ADMINISTRATION BULDING FLOOR PLAN SEE A2.1 FOR MAINTENANCE BUILDING IMP MINIIIM101111111011111111•11110 ▪ MD 111111■• MIND SIM s NM - (N) DOORSITO HAVE VALUE O OEO SHISC = 0.45 (TYR) ONO 1111•1 (E) PLAZA Nam Nem storefront glass random rill be provided and instaiied ot exterior of rooms 223, 221, 220, 242, 241 and 240 rch rill comply midi kern 40 of sic ation section 1 R vaiue at Mairtenance (exist:Ira:3 balling alley cnd Administration (theater concession) buildngs PANIC BAR EXIT ONLY ON INSIDE - NO LATCH ON OUTSIDE (N) I rtlelALL MJU_ION (E) PANELS (TYP OF 5) UM - MM. - =IS OMB (E) () () () (N) MULLION 4 &LASS IN (E) PERIMETER FRAME 1 1 1 1 10111.1E Hale 11 e scope el we* far dune emwee eignemosees le S major rilener wad b lbe eneeng bombs aim Were le a Car Meedinovece Feat* and nom caeamens Wang lo an Admiliooke Ms biding e_ bulb lift epeoue). 'D' belinge all be eeneelled bee dke and neeederamoe drallba tar nearN Ger comniene Some fume breiblpe — conmel, sew* bey eaeges, anellep babe eonelape end le me bon imellled s geendialkend aed no endow inedullan esapedes ere arennee camplince nib IMINREC. Thasslase adeles ene•lepe 1 sealed Iv ounelledlon is net segind ee neeilled as Ilmerelles einelope es gramillebeeed_ Reef ernimlen Ileolobed ebraleimme ad ealednIdeeden s R-. erUicAlle Pen of Wm maw ingroomme mings lo be smemmiled ea • kat debt 1 Nee twine walk RH sr Um 14 • Mew apnea dem Us. • elew abwese Gande R-•) eaebleter soalann 7 dem en enenur peareler terideeer 4c Wee OM. neoweed lees dome en be % el apenes nalrese Ilre gun ale — Owe Mb wades ewe lerende OM. • ,_ 0411%. Orime end Mt Ind SSC .110 IIIII Om. 21.11116 Om In nal n. 11111C • So Q 1,01bleg 4111 Mk us need UR IS SMOG IS ▪ 1411•046 Se *NM WM. us ewe IP It BMOC 411 (E) (E) CANOPY ■ CENTER (N) WALL ON (t) MULLION (TYP) - - - (E) CANOPY (E) (N) DN 0 LEGB4D - EXISTING - NEW - DOWN il=111:1111 111,111111Dow 0 etb DIM TO 1 F.O.S. ?( DIM TO I F 0.F1N. I SEE 1/A13.1 MATCH UNE C Al2.1 :1 0 DIM TO CEN TER t AUGN 3 (E ) WALL (N) OILING HEIGHT ACOUSTiC AL WALL 5 i (NI) ONE-HOUR FIRE -RATED wAL:. SEE c":"\ rTh 8 , (P4) floc.- •40uFt FIRE - RA TED e4Sui A TED 1 11141. - SEE Relieg De COW:10CE 4 1 )1\ASIO N • *, (N) cwu ALL - 'SEE STRUCTURAL iPIP4-11" ono I N% mil t,••• RECEIVED CM' OF TblailellA u 5 2C4F._ P'SIIIT CENTER 14, BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME – CA – 94010 R ME TEL. (650) 692-9911 FAX (650) 692-0181 I= NO. ?It • LCT CONSTRUCTION SET 7/2q/O5 CLIENT REVISIONS *"1/14/05 AR.I b/15/05 CLIENT REVISIONS 1/14/05 PLAN CHECK 2/75/05 CITY PLAN CHECK 12/8/04 REVISION DATE IT IS THE RESPONSIBILITY Y OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM VATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACT! VMS. ERRORS, OIAISSONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 4 11f1/04 20457 DATE JOB 40. Al2.1 MATCH LIE C - MIND +42 GFI B !A2.1BE z@c - ; • - I GFI 1 : •-, g t : ! . /7 - • 1 208 1 e 207 _ N SEI' +42 " ' 208 1 t i EMPLOY CA-IECK-IN COMPUTERS (OF.0.1) ' RECEPTION DF 1 201 Al2.1E =MP II■10 - 0.*. crt rrtmarrtyriarrrn rrt1111, tirtati, LIJ.I:t HALL - 2041 (:71 4 41111" 4* ----- GFI - - Ars MALROOM L091 I -At ITt -- 1.111111111111OLIIIIII• POV€R POLE FOR TELE/DATA LINES TO TRAININ& DESKS L MT OF 4) 1 TRAINING j 2181 r FUTURE SALES SUPPORT [ 223: STORA L215 ST HALL I 202 77 7 SALES MANAGEFI 222 " . --.. - - ,,, . z.. _ .-; • . i ,;:, .. :. :. - 4‘1,,,/ -. - , - • - -- f••• din 11111111111111111=11111111111■ 111111111 I ADMINISTRATION BULDING ELECTRICAL PLAN 203 , N _ " f ts. s • 4tv 11•1111 MED DOCUMENT STORAGE 1 216 1 219 1 . • • * N. • :J • ; . Y • 4 1 • 14 , M +42' 11415 WP ROOM (TYP) COPY/FAX STORAGE 4 +42 CFI +12 GFI (DISPOSAL): +42 GR 2 1110111111 SEM 1 /I STORAGE 2461 - - FLEET - MANAGER 244 1 SEE AZIE FOR MAINTENANCE LDING : • . - - ELECTRICAL NOTES 1! SEE AO , T FOR MIERAL a CONSTRUIC ZION NOTES. • L ot tl 1 1. INSTALLATION SHALL BE IN COMPLIANCE 111TWI ML APPUCABIJE LA RS AIM CODrs A IENFORIXEI BY THE aTY OF 1UKIIIILA BULIMIC OM. IN CASE OF CCINFLICT BETIIEEN MICIVECTURAL PUPAS AND MEMANICAL. NO ELECTRICAL PLANS REGNIDING 1.1)CMION OF =TOES. UGHT ROMS AND ELECTRICAL OUTLETS, THE MICIII1ECTURPL PUII6 MALL GOVERN. CONTRACTOR SHML NOTIFY ANCHIlECT M 11111111116 1 AE.Y F NOY DISCREPANCY OCCURS. SEE A0.1. 2_ CONTRACTOR SHALL LOCATE ALL TELEPHONE AND ELECTRICAL OU TUTS. AND SHALL VERIFY THEM 111111 CEND AN T IN THE FIELD BEFORE PROCEEDING 11ATH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLA TES. CLUSTERS OF TLE TS ARE TO BE DIMENSIONED TO THE CENTER OF THE CLUSTER UTILE SS OTHERS( NOTED. GANG COvERIzt A TES SHALL BE ONE - PIECE TYPE UWE SS 0 THERINSE NOTED . COLOR SHALL BE WA TE. 4. OUTLETS SH ALL BE OFFSET AND NOT MOUNT TED BACK - To-eAcx. sEP AR A TE BACK TO 6A0( OU 2-0 AT PAR TI DONS UNLESS OTHERWISE NOTED. 5, WfrIT4 4 • P-+ORI ION T At_ CLE W4 i. DIRE C PONS FROM Elja OF ci,NERPLA TE F oR wALL ICU% TED CXJ TLE TS, OR »&Nt FOR FLOOR MOUNTED O U TIE TS ADJACE14" TO A WALL MUM. ETC. uNLESS OTHERWISE NOTED. 6 CON TRAC TOR 9I AL VERIFY SPE OAL CONS TRUCTION REWIRING SPEC AL OU TIE TS 1■14C S QS FOR WOUN TWIG ON PRE RATED WALLS TO MAN T 7 04E RA TING PER LOCAL Al STATE BUILDING CODES. 7 1 FURNI94 N INSTALL UNDERWRI TERS LABOR* MMES. ••C (LL) LABELED Acts THROUGHOUT. Ib FUNIIIIWIE Met 111101111 IS MR GIL% Y OUCT 11:011111111 1. casosors MSGR. 9 REFER TO THE ME CHAMCAL DRAWINGS FOR THERMOS TA T LOCA 1101 VERIFY LOCA TIONS PPIIE FIELD WITS GONDA% T AND NNW TUNE PLAN PRIOR TO rtSTALIA 110PIL •••■•••■• • -----/ ADMIN. ASSIST. 238 242 • L. TRICT NAGER 238 r 1237 411 1 24G t _ _ DISTRICT ,/ MANAGER - _ • I t - , , .. -; , AFFORT 1 t'r 1 1 :0PERATIOI■IS MGR . : -..-.....•--,, ; •i AIRPORT OPERATIONS MGR ___ 1 244 I! tg - - : - _ -- 7: ....,_ _ . . F -- - - _ 2- : . II_ . . . - 1 r - - ---- - -0 E) BOOTH \ ` (F SHIJTTLERS) ,._ - . 1 250 . VERIFY LOCATION OF OUTLETS P4' GENDANTS FURNITURE VENDOR . I POWER /TEL - DATA & SWITCH LOCATION NOTES: 5 ALL OUTLET DIMENS/ONS ARE FROM THE FACE OF STUD OF DE VICE PA TE. UNLESS 0 €R: NOTED. 6 ALL WRING rS TO BE 00INCEALED BEHiNO DRYWALL AND BOXES SHALL BE FLUSH *T) F Aa or DR 7 NIO FLOOR OR WALL OU TLE TS SHALL HE 001•11EC TIM TO ORC41 TS. S. ALL SW TOIPLA TES TO BE 4 - • _ • -- , smoroommilint 2. Ni INALL OWLETS. DEVICES AND SNITCHES 10 BE WM AND COPATIPLAS 70 BE 111111E. 8 ANY WORK REQUIRED TO MA/4 TANN EXISTING OU TLE TS TO RENNIN IS WINN NE SCOPE OF' WORX_ (■ immoommonom woo -- 1. PAL WALL OWLETS MAL BE 1110UPIND AT 15' MC. MOW FUMED RCM UNLESS 01HERIIISE 3_ ALL ADJACENT OU TLE TS SH ALL BE ALIGNED ALONG DEVICE CENTERUNES. CENTERLINE TO CENTERLNE DIMENSIONS OF ANY NEW OUTLET PAIRS SHALL NOT EXCEED 6. CU TLE TS ARE TO BE MOUN TED ON THE NEAREST STUD TO T E INDICA TED DIMENSION. SHOULD JOB CONDITIONS PRECLUDE THE SPECIFIED LOCATION OR ALIGNMENT OF OU TLET. THE CONTRACTOR SHALL NOTIFY THE ARCHI TEC T FOR APPROVAL OF AN AL TERNA TE LocAr.oPl. PRIOR TO PROCEEDING OF THE WORK_ GANG SWITCHES AND OUTLETS LUC /TEL - DATA OU TLE T LOCATION PLAN IS FOR TI-k LOCA TON OF RECEPTACLES �&Y CIRCUITING LA YOU T AND RIC TRICAL SPECIFICA TIONS ARE BY ELECTRICAL ENGINEER_ TO CEN TERUNE ALL OU TLE T J G '0. GENERAL MN TRAC TOR TO PROM( WALL 90xES AND PULL SINGS FOR DATA AD•3 TELEPHONE IR Ulla* TE. NOP.- INSULA1ED MALLS AND WALLBOXES. IT AND PULL C.ABLE IN RA TED AND ACOUSTICAL NALLS, DA TA AND TELEPNOPIE MING TO INOIVOUAIL STATIONS BY GENDANT"S VENDOR. - - „ r • - - BREAK Ff OOM 12 LEGEND ALL WALL OUTLETS ARE NEW 0 15 NT #t DUPLEX WALL POWER OU 'RE T _GA .481F. Gil WALL POWER OUTLET WALL POWER OUTLET - COPIER VERIFY RE QUIREM(N TS) OU AD WALL POWER OU TLE T 90A O JUNC TION 30x - CONFIRM ELECTRICAL REQUIREMEN TS TENAN T MEP =IM NNW =III 2 OUTLETS 20 AIWP DEDICATED 10' TEil /DA Tit *ALL Citi r ✓ OEDICA '"ED • IFAIGERPRIN SCANNER (HC TOUCH 1 U. O. N MATCH UNE C - A2.113E l i t CODE COMPLIANCE bon° miCTI sip 9 Ot TuOite BUILDINC DIVISION RECEIVE) CITY OF TA AU 1 5 2%5 PERksi CENTER 11, BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY SHORE HWY 40300 EIU1UNGAME - CA - 94010 EN TEL (650) 692-9911 1111 NM FAX (650) 692-0181 MN NO. D A "E W1/04 1.•••••••••••....... ••••••■••••••■ /MIND CONSTRUCTION SET 7/2/05 CLIENT REVI510fN5 RE VI SI ON IT IS THE RESPONSIBIU TY OF THE CONTRACTOR TO VERIFY ALL RELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COIAIENCING AC T1V171ES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT JOB NO. 2046'7 Al2.1E 1/14/C5 DATE 111 MATCH LNE C M2.1 13 AZ1B HALL L 204 FIRE LER RISEP. I 208 STORAGE L 213 SALES OFFKX 221 — _ HALL L229 DOCUMENT STORAGE I_ 216 HALL L235 1311 summosale..,..., ingas ommin III I. III:Riga a i 11181110, •1101; 2•111 1.Triet .1 .111 h MN ikazaiiczlionalill 111,11111•Ni ••••.G171111 MIN !!!1,22! •II•CrJtIIII ELI aniimeim e Nu • ••••11S111•10•1 IMI• IIII SONIMIENOp minim i int MO NommailwrIMMost NEN m atmlimpasserra SIM -..-.... M. em :Ittligi iigginni li•••1110.61111 ••••••••■:::- 1111111:1 111111PAIMMI 7.71111111111.12111111111111111 •01111.111:61:61: :$1.1111111 • 1111 111111111111;r4i1.1 I. •1111111$11111111111111111 Ills :MINE1111111111111111111111: 111•111111111111111111111111. ........ LF STORAGE OFFICE SUPPLIES/ STORAGE 230 \kJ 3 N/GT 2 V0T I mommummemoramegigill! t •agoiltar“ m I awsums ti any II . as :IL ,, .41 . . ilapqrsiest4:110 Ill • •• 11111•Nlosse•••• 1.11•11•••••••••••1.11 15• , k 7 mo W M .•....... - . r ...... . 2" 3 - 1 - 3 . ..... ....mu - ImmommOMMOI Jamama ornamosmumegme essominaussitamm 11:21•111••••••••••••11 prnampamumnamss w••••••••••••••••1 11•••■11•••••1111••••••1 - - _r. HR OFFICE 245 1 DISTRICT MANAGER 236 CITY MANAGER 242 STORAG MID III•11.11111111=11111111MIE =IP 1■1 4•1■11111•1111111•11 MOD IMOD ADMINISTRATION BULDING FNSH FLOOR PLAN =MP MOM MM MMIIINIMMIIMMW WM OIM SEE A2.1 FOR MAINTENANCE BUILDNG • =Mb MIN =ID =1111 fri 4•111, MID IMIMO - 1 1 1 1 1 1 1 1 4 ... 4 .44 INTERIOR FINISHES Carpet: Atlas Oxford Striceof fSbctw-21 7667-A doted 10/26/04 Carpet and Topset Base Burke 4 high rubber base (C8 and TS, Static Dissipative The Armstrong ‘61951 "Armor Gray' (PAVCT) 1fin0 Composition Tie: ArrnsUang Imperial Texture Standard Excelon VC 1 : .51810 'Washed linen' VCT 2: 4151932 sa Blue' VC T 3: #51906 - Ted . Ptcist:c Laminate: Cou•ter•tat" Nevarrxr MMEOWIT 'Nue illoortrock &nes ond Upper PEevartlar T060C/ T 'Grey ironcprity Paint: to be selected Ceramic Ter 010-Tie Desigrmr Cekws Sze Flaw DCO7 'Sage Green" 11000-Tie Oesirme Ceicws Gee ease (PCJI6eq "Bilsomit" = C 0 NMI IIMM 1■1•10111111MMIIIIIII OM MD 44 e 0 — - • - - • - LT 44 1 1 4-Atio • MATCH UNE C Al2.1 — A2.1B 0 32 1Nr4-0 ■ MOW env OF TUKWILA AuS ¶ E CEMTEP lb ri BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 40300 BIURLIt4GAME - CA - 94010 Mil TEL (650) 692-9911 III MN FAX (650) 692-01131 NMI 4 '41. 4 ". '', 4.4.444 -- -r , , ('J t.:. *1111:006p.,, ti.,...,,.:.„ ". • CONSTRUCTION SET 1/21/05 CLIENT REVISIONS 1/14/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ■L. LE DI Dil•rE JOB 40. WI/04 20457.0:311 Al2.1F - • OF II MATCH LNE C M2.1 13 AZ1B HALL L 204 FIRE LER RISEP. I 208 STORAGE L 213 SALES OFFKX 221 — _ HALL L229 DOCUMENT STORAGE I_ 216 HALL L235 1311 summosale..,..., ingas ommin III I. III:Riga a i 11181110, •1101; 2•111 1.Triet .1 .111 h MN ikazaiiczlionalill 111,11111•Ni ••••.G171111 MIN !!!1,22! •II•CrJtIIII ELI aniimeim e Nu • ••••11S111•10•1 IMI• IIII SONIMIENOp minim i int MO NommailwrIMMost NEN m atmlimpasserra SIM -..-.... M. em :Ittligi iigginni li•••1110.61111 ••••••••■:::- 1111111:1 111111PAIMMI 7.71111111111.12111111111111111 •01111.111:61:61: :$1.1111111 • 1111 111111111111;r4i1.1 I. •1111111$11111111111111111 Ills :MINE1111111111111111111111: 111•111111111111111111111111. ........ LF STORAGE OFFICE SUPPLIES/ STORAGE 230 \kJ 3 N/GT 2 V0T I mommummemoramegigill! t •agoiltar“ m I awsums ti any II . as :IL ,, .41 . . ilapqrsiest4:110 Ill • •• 11111•Nlosse•••• 1.11•11•••••••••••1.11 15• , k 7 mo W M .•....... - . r ...... . 2" 3 - 1 - 3 . ..... ....mu - ImmommOMMOI Jamama ornamosmumegme essominaussitamm 11:21•111••••••••••••11 prnampamumnamss w••••••••••••••••1 11•••■11•••••1111••••••1 - - _r. HR OFFICE 245 1 DISTRICT MANAGER 236 CITY MANAGER 242 STORAG MID III•11.11111111=11111111MIE =IP 1■1 4•1■11111•1111111•11 MOD IMOD ADMINISTRATION BULDING FNSH FLOOR PLAN =MP MOM MM MMIIINIMMIIMMW WM OIM SEE A2.1 FOR MAINTENANCE BUILDNG • =Mb MIN =ID =1111 fri 4•111, MID IMIMO - 1 1 1 1 1 1 1 1 4 ... 4 .44 INTERIOR FINISHES Carpet: Atlas Oxford Striceof fSbctw-21 7667-A doted 10/26/04 Carpet and Topset Base Burke 4 high rubber base (C8 and TS, Static Dissipative The Armstrong ‘61951 "Armor Gray' (PAVCT) 1fin0 Composition Tie: ArrnsUang Imperial Texture Standard Excelon VC 1 : .51810 'Washed linen' VCT 2: 4151932 sa Blue' VC T 3: #51906 - Ted . Ptcist:c Laminate: Cou•ter•tat" Nevarrxr MMEOWIT 'Nue illoortrock &nes ond Upper PEevartlar T060C/ T 'Grey ironcprity Paint: to be selected Ceramic Ter 010-Tie Desigrmr Cekws Sze Flaw DCO7 'Sage Green" 11000-Tie Oesirme Ceicws Gee ease (PCJI6eq "Bilsomit" = C 0 NMI IIMM 1■1•10111111MMIIIIIII OM MD 44 e 0 — - • - - • - LT 44 1 1 4-Atio • MATCH UNE C Al2.1 — A2.1B 0 32 1Nr4-0 ■ MOW env OF TUKWILA AuS ¶ E CEMTEP lb ri BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 40300 BIURLIt4GAME - CA - 94010 Mil TEL (650) 692-9911 III MN FAX (650) 692-01131 NMI • • t ADP&IISTRAT1ON BLLDIIG ROOF PLAN (FORIsER TI-EATER) 0 • \ 1 ono " %i C • JDI iukwWI n RECEIVIED AI,; 1 G 26 :,. I r • SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1.555 BAYSHORE HWY ♦300 BURLINGAME -CA -94010 MI TEL (650) 692-9911 OM (650) 692 -0181 CONSTRUCTION SET 1/2a/os NO. . .c tea••, 1 r. DM MODIFICATION REVISION a) 1 0 05 D o cc t- cr < < � J w i— go I c i tut:aim WaC / ' < § < : Z 3 3 Ci 6-J 3 � T Al2.2 SKI 7 • OF _ A.^` i! '^JAW 5/10/05 DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT JOB no 20467A7 1 DOOR SCHEDULE E D 1 . BASE SHALL BE ROPPE. COLOR TO BE SELECTED. 2. PAINT COLOR SHALL BE SELECTED BY OWNER. 3. SHEET VINYL SHALL BE ARMSTRONG MULTI -TEH, COLOR TO BE SELECTED. FLOORING SHALL BE HOMOGENOUS W/ 6' INTEGRAL COVE BASE WITH METAL TRIM STRIP AT TOP OF BASE. 4. FRP SHALL BE WHITE, EXACT COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. FRP SHALL ALSO INCLUDE FULL TRIM AT ALL EDGES. m x 1 (7) (r) • - (n 4) 0 5 2 , U -__ p • — a) O ff) • - a Q) E c ;- 0 E_ -0 2 -1 E - _ ..c _.., O L 0 - �- cy) c •- -4-, ch rn - 0 CT CERAMIC TILE TS RUBBER TOPSET i (M U CONCRETE MASONRY WA - PAINT SV SHEET VINYL w/ COVE 201 FSL 3'-0" X 7'-O" 1 3/4 SC WD ST AL FF 10 11 -- - A --- SS 203 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 204 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF • 11 - - E -- SS 205 FSL 3' -O" X 7' -O" 1 3/4 ■ 0 WD ST AL • 11 -- - E -- SS 206 3'-0" X 7' -0" 1 3/4 SC M PT 10 10 15/A4.2 - D SS, SCL 207 F 3' -O" X 7' -0" 1 3/4 SC M PT PT 10 10 15/A4.2 - D SS, SCL 208 F PR 3'-0" X 7' -0" 1 3/4 SC WD ST AL FF • 10 - - B -- SS 209 3' -O" X 7' -O" 1 3/4 WD ST AL FF • 10 - -- A -- SS 211 FSL 3' -0" X 7' -O" 1 3/4 SC WD ST AL FF 10 11 - - E - SS 212 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - E 213 F 3'--0" X 7' -O" 1 3/4 SC WD ST AL FF 10 10 - - B - SS 214 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - E 1111 SS 215 ©PR 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 10 - - B1 - SS 216 F 3' -O" X 7' -0" 1 3/4 SC M PT M PT 10 10 - - B 1 HR SS,SCL 217 FSL 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - E - SS 218 FSL 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - E - SS 219 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 220 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 222 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 223 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 225 F 3' -0" X 7' -0" 1 3/4 SC M PT M PT 10 10 - - B 1 HR SS,SCL 226 F 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 10 - - E - SS 227 FSL 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A -- SS 229 FSL 3'--0" X 7' ---0" 1 3/4 SC WD ST AL FF - - - - A -- SS 230 F 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 10 - - B - SS 231 F 3'--0" X 7' -O" 1 3/4 SC M PT M PT 10 10 15/A4.2 - D - SS, SCL 232 F 3' -O" X 7' -O" 1 3/4 SC M PT M PT 10 10 15/A4.2 - D - SS, SCL 234 F 3' -0" X 7' -O" 1 3/4 SC M PT M PT 10 10 - - B 1 HR SS,SCL 235 F 3' -0" X 7'-O" 1 3/4 SC WD ST AL FF 10 10 - - B - SS 236 F 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 10 - - A - SS 237 FSL 3' -O" X 7' -O" 1 3/4 SC WD ST AL FF 10 11 - - A -- SS 238 FSL 3' -0" X 7'--0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 239 FSL 3' -0" X 7'-O" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 240 FSL 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 -- - A - SS 241 FSL 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - -- A - SS 242 FSL 3' -0" X 7' -O" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 243 FSL 3' -0" X 7' -O" 1 3/4 SC ST AL FF 10 11 - -- A - SS 244 FSL 3' -O" X 7'--0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 245 FSL 3' -O" X 7' -0" 1 3/4 SC WD ST AL FF 10 11 - - A - SS 246 F 3' -0" X 7' -O" 1 3/4 SC WD ST AL FF 10 10 - - B - SS 247 F 3' -0" X 7' -0" 1 3/4 SC WD ST AL FF 10 10 - - B -- SS 248 F 3' -0" X 7' -O" 1 3/4 SC WD ST AL FF 10 10 - - B - SS 249 F 3'--0" X 7' -O" 1 3/4 SC WD ST AL FF 10 10 - - B -- SS 401 ST PR 3' -0" X 7' -O" - ST AL FF AL FF - - - - * -- SCL,WS,TH 403 ST 3' -0" X 7' -0" - ST AL FF AL FF - - - - * - SCL,WS,TH 406 501 ST FSL 3' -0" X 7' -0" 3' -0" X 7' -O" - 1 3/4 ST SC AL 1 FF ST AL AL 1 FF FF - 10 - 11 -- - - - * A -- - SCL,WS,TH SS MATERIALS & FINISHES MATERIALS & FINISH CODE LIST 1 . BASE SHALL BE ROPPE. COLOR TO BE SELECTED. 2. PAINT COLOR SHALL BE SELECTED BY OWNER. 3. SHEET VINYL SHALL BE ARMSTRONG MULTI -TEH, COLOR TO BE SELECTED. FLOORING SHALL BE HOMOGENOUS W/ 6' INTEGRAL COVE BASE WITH METAL TRIM STRIP AT TOP OF BASE. 4. FRP SHALL BE WHITE, EXACT COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. FRP SHALL ALSO INCLUDE FULL TRIM AT ALL EDGES. FLOOR MAT/FIN BASE MAT/FIN WALLS MAT/FIN SC SEALED CONCRETE CT CERAMIC TILE I EG O / P T. CA CARPET W/ PAD COVED SHE VINY L -- CV 1 6P W/ ME TAL TRIM � GYP. BD. ENAMEL P T_ CT CERAMIC TILE TS RUBBER TOPSET i (M U CONCRETE MASONRY WA - PAINT SV SHEET VINYL w/ COVE CB 1 BASE API WALL CONCRETE EPDXY PAIN MASONRY _ T VT 1 VINYL COMPOSITION TILE CM ; C ONCRETE MASONRY W ALT - UNPAINTED GROUND WNYL iii ER NVT NON- STATIC / C CEILING GEI MAT/FIN a i GLASS AT i ACOUSTIC CEIUNG TILE CASEWORK MAT/FIN WAHNSCOT MA N GYP. E BL OE P. ( I 4 � EN AIM . PL !PLASTIC LAMINATE FRP PLASTIC I / VT I VINYL FACE GYP. BD. COUNTERTOPS MAT/FIN CT CERAMIC TILE 1 EP ! EPDXY PAINT I PL !PLASTIC LAMINATE DOOR & HARD NOTES DOOR & WIL OW CODE LIST 1) SHEET A8.1 2) NG DOOR STOP ' 80 I' aES AID? '�'OLL ASTRAGAL CONS !RUC r,ON FRA_o1E MATERIAL MISCELLANEOUS HC , HOLLOW CORE HM : HOLLOW METAL S SCL : (L - CLOSER F 4210) SOLD CORE .EAR ANODIZED AL , ALUMINUM . SmO E SEAL (POMO SB�I ) ST • STOREFRONT 1 a_ j HiAIN Lam( WS WE T)€RSTRI: pw.G DOOR FAQ MATERNAL FINISHES `8 AU T0MA TIC FLUSH BOLT M : METAL 4 PT iPAINT SG , SAFETY GLAZING W I 111000 FF !FACTORY FINISH TH ! THRESHOLD :CLEAR MOWED AL ! AUMINUW ST `STAIN • 1 • Door hardware to be supplied os port of the storefront system. Group A: Office Lockset: D5OPD -626 Door Stop: Quality #331EXX332X34 " riser x US26 Hinges: 1 1/2 pair - Stanley FBB179, 414" US26 ball bearing Smoke seals: Pemko S88BL Group B: Storage Lockset: Schloge D66PD -626 Door Stop: Quality #331EXX332X34 " riser x US26 Hinges: 1 1/2 pair - Stanley FBB179, 4}4" US26 boll bearing Smoke seals: Pemko S888L Closer: LCN 4210 Group 81: Storage Lockset: Schloge D66PD -626 Door Stop: Quality #331EXX332ij4 " riser x US26 Hinges: 3 pair - Stanley #FB8179. 4 1/2" US26 ball bearing Smoke seals: Pemko S888L Closers: LCN 4210 Group C: Exterior Metal Lockset: 050PD -626 (Marine grade) Door Stop: Quality #331EXX332X}4 " riser x US26 Hinges: 4 - Stonley #FBB179, 414" US26 boll bearing Smoke seals: Pemko S888L Closer: LCN 4210 Weatherstripping: Pemko S880 Group C1: Exterior Metol Lockset: D5OPD -626 (Marine grade) Door Stop: Quality /331EXX332X}4 " riser x US26 Hinges: 4 - Stanley #FBB179, 4)4" US26 boll bearing Smoke seals: Pemko S888L Closers: LCN 4210 Weatherstripping: Pemko S88D Group D: Interior Toilets Push & Pull plates Closer: LCN 4210 Hinges: 4 - Stonley OFB6179, 434" US26 boll bearing Smoke seals: Pemko S888L Group E: Passage Lotchset: Schlage 010S -626 Door Stop: Quality #331EXX332X1/2 " riser x US26 Hinges: 3 pair- Stonley #FBB179, 4 1/2" US26 ball bearing Group F: Exterior Toilets Privacy Lotchset: D405 (Marine grode) Door Stop: Quality #331EXX332X34 ' riser x US26 Hinges: 4 - Stonley #FBB179, 4}4" US26 ball bearing Smoke seals: Pemko S888L Closer: LCN 4210 Weatherstripping: Pemko X880 Note: Controctor to submit hardware schedule to Architect for review / approval. F DOOR & WIDOW TYPES 3 II I ST FSL • SAFETY5 222 SALES • MANAGER CA CA SC CA SC SC CA VT VT CA CA CA CA SC CA SC CT CT NVT SC CA CA CA CA CA CA TS GP TS GP TS GE TS GP TS GE TS GE TS GP TS GE TS GE TS GP TS GP TS GP TS GP TS GE TS TS CT CT TS TS TS TS TS TS TS TS GE GE GP GP GP GP GP GP GP GP GE GP GE GE GP GE GE GP GP GP GP GE GP GP GE GE GE GE GE GE GE GE GP GP GP GP S GP GP GP GP GP (OCT (E)CT GE # Room 201 202 203 204 205 206 207 208 (E) FIRE 209 210 (E) ELECTRICAL 211 CONFERENCE 212 CONFERENCE 213 214 215 216 DOCUMENT 218 WIZARD 219 COPY /FAX 220 221 2 3 FUTURE SAL S 225 226 227 228 229 (E) (E) LARGE BREAK SALES LF 230 OFFICE SUPPLIES/ 231 232 233 234 235 I T 236 DISTRICT 237 DISTRICT 238 ADMIN. 239 240 AIRPORT 241 AIRPORT 245 246 250 (E) BOOTH HR , w • ROOM 243 DELETED Name RECEPTION HALL HALL HALL RECEPTIONIST WOMEN MEN SPRINKLER RISER MAILROOM ROOM 1 2 STORAGE CONFERENCE STORAGE STORAGE TRAINING STORAGE ROOM HALL STORAGE STORAGE STORAGE HALL STORAGE WOM EN MEN JANITOR TELECOM HALL MANAGER MANAGER ASSIST. HALL OPERATIONS MGR. OPERATIONS MGR OFFICE STORAGE (FOR SHUTTLERS Floor CA CA CA VT SC CA SC SC Base TS TS TS CA TS CA1 TS (E)CT (E)CT (E)CT (E)CT SC TS TS TS TS N GP GP GP GP GP GP (E)CT (E)CT (E)CT (E)CT GE GP GE GE FINISH SCHEDULE Wainscot Walls E GP GP GP GP GE GP GP GP GP GE GE GP GP GE GE GE GE GP GP GE GE GP GP GE GE GP GP GE GE GE GE GE GE GE GE GE GE GP GP GP GP GP GP GP GP GE GE GE GE W Ht. Mat /Fin Ht. Mat /Fin GP GP GP E)CT - (E)CT -- GE GE GP GP GP GP GP GP GP GP GP GP GE GE 1 9' -0" AT - 9 -0 AT 0 9'-0" AT 9'-0" AT 9' -0" AT 9' -0" AT 9' -0" AT (E) GE (E) GE (E) 9' -0" AT (E) 9' -O" AT 9' -0" AT 9'-0" AT 9'--0" AT OPEN 9' -0" AT 9' -O" AT 9'--0" AT 9' -0" AT 9' -0" AT OPEN OPEN OPEN (E) OPEN OPEN 9' -0" 9 , -0 " Ceiling 9'-0" AT 9' -O" AT 4' -O" FRP (E) GE 4' -O" FRP (E) GE AT AT 9'-O" AT 9' -0" AT 9'-0" AT 9' -0" AT 9' -O" AT 9' -0" AT (E) (E) Casework Counters PL PL AT - PL PL (E) PL PL PL PL PL PL (E) Remarks 7 � d FLEET I►� e ti e r i= R _ � A TS r D — r � GP ~ ■ _ - - - -� w■. � � ,, ' - AT - - � '"' ` - - - I"' .��r. '.'" C-..---ITke\j‘EN\103*i---OV‹ bo rtof olvn \ 5,g -911:7:45 IRECENED CITY OF TUKIIVILA PERMIT CENTER ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HVVY *300 1111 'TEL (650) 692-9911 ME INE FAX (650) 692-0181 NO. 0: cc 0,1 .1 Ili <cg Lug! b 1 81-1 ffz4ic za 03 1— o DATE CONSTRUC'T1ON SET REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIA1F_LY BE REPORTED TO THE ARCHIlECT JOB 40. Al2.3 Sklar 1. Cc 11 CLIENT REVISIONS 1/14/05 DATE ROOM FINISH & DOOR SCHEDULES ADMINISTRATION BUILDING ADMINISTRATION BUILDING - NORTH ELEVATION • 1 1 IL \ILd ADMINISTRATION BULDI4G - EAST ELEVATION n MAINTENANCE BUILDING (EXISTING BOK_ING . ALLEY) -SCOPE OF woRK t 16 s Q • ALIGN ALIGN — MAINTENANCE T BUILDING (BEYOND) --� (E. GLASS t 044) MLLJON • - (5� 5HT 5` (tom ; AN,2_ ' - M TCki (E COLOR p . p �i () 5TORE RONtT DOORS roc►+. SCREEN ADP1ISTRATION BULDU'IG - SOUTH ELEVATION (AT PLAZA) PAir INSIDE CF GLASS FLAT MACK FOR SPAMi i, °Ne . (T`rP) ' FISH NOTES SCOPE OF WORK F LUSH P AI'�L •JOINTS (T"P) Q 'k_.- TOOLED . JOINT • (TYP) NEIGH. SCREEN 14 EXISTING PLASTER /CONCRETE WALLS - PAINT REMOVE (E) GLASS, REPLACE w/ TEMPERED GLASS. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL (N) SKIMCOAT PLASTER of (E) CONC. MASONRY WALL - PAINT 0 ADMINISTRATION BUILDING (EXISTING THEATER CONCESSIONS) 0 13. (P1) MULLION • +4' (SEE SHT Al2.I) - MATCH (t) COLOR PAINT INSIDE OF GLASS FLAT BLACK FOR SPANDREL PANEL (TM) it �1 1 Si j -SCOPE OF WORK ' ,' 13 REMOVE (E) PLYV/000 PANELS. INSTALL (N) GLASS VA WOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS (E) GLU -LAM BEAMS - PAINT (N) ROOFING -- , ii ( 1 (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS (N) SPUT -FACE CONC. MASONRY WALL PAINT (N) FABRIC CANOPY o/ (E) CANOPY FRAMEWORK (N) METAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASOA AS REQ. l THEATER CONCRETE PANELS CUT DOYW IN F r hYP) LIGHT SAND PLASTER TEXTURE (WP) MEDIUM SAND PLASTER TEXTURE (TYP) 12 12 ALIGN �a C7 WINDOWS' (E) PLAZA CANOPY - PAINT (N) 0/ (E) METAL CAP FLASHING N x,15 SCOPE OF WORK .1■1.11■MMI.1! IND ,15 (N) METAL ROLL-UP DOOR - PAINT (N) METAL MAN DOOR - PAINT (N) PLASTER F ASOA TO MATCH (E) PLASTER FASCIA (N) PLASTER FINISH • " 1-a DO 6 .0r c (N) BLACK CHAIN LWNK DOOR w/ %VOW SLATS (N) PAINTED METAL ABOVE GROUND FUEL TANK (N) PREFABRICATED ENCLOSED METAL SOFFIT (N) PAINTED METAL BOLLARDS (N) EIFS MECHANICAL SCREEN w/ METAL. CAP FLASHING MECH. SCREEN ALUM. FLASHING 0/ (E) ((N) METAL PANEL FASCIA U@ nom BLDG CANOPY ALUM. FLASHING ALUM. FLASHING (N) ALCOA BOND METAL SANDWICH PANELS A/ ALUM. FLASHING - ATTACH TO ()) CANOPY AS REG. (`TYP) NOTE: 04) FASCIA TO BE FLUSH METAL PA EL5 )M/ NO OILCANNIN&. ALL (N) FASCIA WORK TO BE FINISHED W/ SAME COLOR ALUM. FASCIA 0/ (t) STRUCTURE (V.I.F.) (N) A. SANE ?RIM - COLOR TO MATCH ( PANELS d n (N) CONC. RAMP W/ PAINTED METAL. HANDRAIL (E) GROOVED POURED CONCRETE WALL - PAINT WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN-LINK FENCE WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM IITH SOLAR 1114IT GLAZING (MATCH EXISTING COLOR) IC t v / OF WORK 402 v8"- t -O RECENED CITY OF U► t KNIT CENTER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *app BL LNGAME - CA - 94010 U TEL (650) 692 -9911 ■ FAX (650) 692 -0181 NO. CONSTRUCTION SET 1/2a/os CLIENT REVI510145 DRS MODIFICATION REVISION H z 1 0 a: coO cz_s gupco Pri§s � J � I—m W 1 p0. Z R ol ...U13� Q 11 OF 11 A13.1 7/14/05 5/10/05 DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O * T E JOB NO 12/22/04 12/22/04 201 �D7 1 (N) ELECT VAULT ENCLOSURE (BEYOND) tw 4' COW, SLAB i~/ b'xb'AKO>co ISM o! (W VAPOR E o/ (14J FILL SEE STRUCTURAL_ ---� REVISION CONSTRUCT1ON SET 1/2a/o5 CLIENT REVISIONS 1/14/05 DRS W VIFIGATION 5/1O/O5 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (E) PLAZA DOY1SPOUT - SEE ROOF PLAN E1F5 1"1/ '" T!-tiC4C 14325 BD. 0 5/8" EXTER10R FIRERATED 6` JJM SHEATh4)6 o METAL STUDS STEEL 00f RE OC.tUR3 SEE 5 - --� SM A3s FOR EF5 F3•5“ ;,QGAT:ON5 EFS DETAL • • FINISH NOTES soon OF wowc EXISTING PLASTER /CONCRETE WALLS - PAINT REMOVE (E) GLASS. REPLACE w/ TEMPERED GLASS. COLOR / TINT TO MATCH (E) (N) SKIMCOAT PLASTER o/ (E) CONC. MASONRY WALL - PAINT I � -- SCOPE OF WORK 1r ADMINISTRATION BUILDING - WEST ELEVATION (N) METAL PANEL WALL o/ (E) CONC. WALL (N) CEILING 9 A.F.F. ALIGN FF 11 11 11 1 • 1 WALL SECTION • ECTICAL ROOM O*4 ® (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS (E) GLU-LAM BEAMS - PAINT O (N) ROOFING LIGHT 5AND EIFS TEXTURE (TYP) MEDIUM seam EiFS TEXTURE frrPl (N) 20 6A 65M BASE FLASHING 4 CANT STRIP (NOTE - MRAP BASE FLASHING OVER PARAPET - CANT STRIP TO COMPLETELY COVER cot RETE ANcM0RS) (h&) L.ED6ER V4/ CONC. ANCHORS, SEE STRUCTURAL OVERFLOY4 SCUPPER: 2" ABV. ROOF SCUPPER, 3x SCUPPER AREA (1�) BUILT -UP ROOF, SLOPE TO SCUPPER (W ROOF STRUCTURE, SEE STRUCTURAL (E) CONC. MALL ABOVE ELECTRICAL VAULT (tl' fl�FiLL WALL STRUCTURE FM-ER r��� FurQ (W INFILL WALL STRUCTURE • FORMER THEATER . 5/8 'TYPE 'X' GYP BD o/ 3 5/8 x 25 &A MET STUDS A 24" O.G. (E) STRUCTURE OVER ELECTRICAL VAULT STAIR (BEYOND) ()) GONG. RAMP ABOVE ELECTRICAL VAULT (k) CC, C. RAID' IN FORMER T1`EAT@R CONCESSION AREA PATCH, REPAIR 4 REFINISH iwALL (SHor4N DA5hE=D) 1E✓ GONG. lei • ELEGTRiGAL VAULT DOOR TG E.,EGTR CAL V".11_1" REMOVE (E) PLYWOOD PANELS. INSTALL (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) ADMINI5TRATION BUILDING L (N) GRIGKET, 20 bA GSM BASE FLASHING 1 GANT STRIP (NOTE - MAP BASE FLASHING OVER Pte) (N) SCUPPER, SEE ROOF PLAN SHEET AI2.2 SLOPE (I /4' PER FOOT, MIN) (N) WALL 5TRUGTUIRE, SEE STRUCTURAL E_EGTR4AL VAUL7 ' TRiG/1L VAULT ACCE55 STAR (E V V) 0 L ® (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS (N) SPLIT -FACE CONC. MASONRY WALL - PAIN T a (N) FABRIC CANOPY o/ (E) CANOPY FRAMEWORK ��==�� 0 (N) METAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASCIA AS REQ. SCOPE OF WORK (NU MECHANICAL SCREEN _ 4 0 LL CONC I AL- * $. VAULT -00 20 GA 65M GAP FLASHING - SLOPE TO DRAIN (N) 0/ (1) METAL CAP FLASHING - PAINT (N) STOREFRONT DOOR & INDOWS'' (E) PLAZA CANOPY - PAINT (N) ALCOA SANDWICH MET. PANELS 0/ 5TEEi. FRAMING - 5EE STRUGT. — (N) STL. SUPPORT FOR MET. FRAMING 4 FASCIA - SE STRUCT. �~ ($) EIFS_ PILASTER BEYOND (K) 5PRAA`'E7 PLASTER FINISH 01 (E) CONC. MALL - 5 A132 FOR FfNI5H EF5 IVRIZONTAL .Spy T (TYP) (E) PLAZA OPEN TO 0 PLAZA (N) CHAIN -LINK FENCE W/ GATE A (PU CEILING Y 9' -0' A.F.F. ® (N) METAL ROLL -UP DOOR - PAINT (N) METAL MAN DOOR - PAINT ® (N) PLASTER FASCIA TO MATCH (E) PLASTER FASCIA (N) PLASTER FINISH c' J1art6N leo 'Q Q WALL SECTION E� LF STORAGE, At BLDG. (N) BLACK CHAIN LINK DOOR w/ WOOD SLATS 0 (N) PAINTED METAL ABOVE- GROUND FUEL TANK (N) PREFABRICATED ENCLOSED METAL SOFFIT (N) PAINTED METAL BOLLARDS t FIN. GRADE I • Its (N) EIFS MECHANICAL SCREEN w/ METAL CAP FLASHING MAINTENANCE BUILDING 20 6A 65M GAP FLASHING - SLOPE TO DRAIN D 04- «4b2 SCOPE OF WORK O -- •_ _ • _ _ . i _. * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) t M+� i (N) CONC. RAMP W/ PAINTED METAL HANDRAIL (E) GROOVED POURED CONCRETE WALL - PAINT WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN --LINK FENCE 16 i 4 • i- M FOOTING V8"= T -0" EV1E■N ED FOR k DE a000 515 City Of 1 MosioN !!1) 54DEMA .K SEE CI'V'IL RECENED OW OF Pon C iTEP 1/2' • t-ar 32 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 CA - 94010 U - ra (650) 692-9911 MI FAX (650) 692 -0181 f • \ A L16N # 1 - iI I V 7 / ' - 11 -7 ' U d \ A L16N # 1 - iI ' - 11 -7 ' (t) LIGHT COVE NORTH 00 NORTH (FJ CERAMIC TILE WALL (7'(P) (E) CERAMIC TILE FLOOR (TYP) (E) HAND DRYER/TONEL DISPENSER TO REMAIN (E) HAND DRYER/TOWEL DISPENSER TO REMAIN WOMEWS TOLET ROOM ELEVATIONS PATCH i REPAIR FLOOR t MALL TILE FINISHES AS REQ'D (E) CERAMIC TILE FLOOR (T`I'P) ENLARGED TOILET ROOM PLAN ADWNSTRATION BULDING EAST EAST 1 1 Li MEN'S TOILET ROOM ELEVATIONS ROOM #207 FOR AocEsSMILnr STANDARDS, SEE Darks SHEETS M2 & ant ROOM #206 Fon ACCESSIBILBY STANDARDS. SEE DETAILS airs P.42 a Mat SOUTH SOUTH FOR ACCESSS'UTY STANDARDS, SEE DETALS BENS A4.2 & A9.t 6 5 * it WEST 1/4• -t -0• tE) CERAMIC TILE N41LL �f � D DISPENSER , v4• -T -or ACCESSIBLITY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. B) Water closet flush device shall: Be mounted at 44" max AFF, on accessible side of W.C. Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 2. Toilet paper dispenser shall allow o continuous flow of paper. 3. Grab bars A) Grob bars shall be stable and not move or rotate in their fittings. B) From a 250—lb force: The shear force induced on a mounting device shall be Tess than the allowable lateral Toad of the mounting device or support structure. The maximum moment of tensile force induced in o fastener by the direct tension force shall be less than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be Tess than the allowable shear stress of the grab bar material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be Tess than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least a 1/8" radius. E) The side wail grab bar shall be placed within 12" of the W.C. wall & extend at least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than o 5—lb force to operate. Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrasive elements and drain pipes shall extend no more thou 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 6. Door signoge shall comply with ADA Sec. 4.30. See A4.1, A4.2, A14.1 & A14.2. 000 O $ • \ ( HAND DRYER/TOWEL DISPENSER () LI6HT COVE fib AXTURE & ACCESSORY &HEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. 0 ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. 0 WATER CLOSET W/ FLUSH VALVE ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL -HUNG LAVATORY. SEE PLUMB. DWGS dt 3/A4.2. Apk ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. 4:01 URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. OS PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. MIRROR - 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY 03) WITH METAL J -TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POLISHED. SEE 3/A4.2. T to:4 (o) TOILET PAPER DISPENSER - BOBRICK B- -2740. SEE 5/A4.2. FLOOR MOUNTED PAINTED METAL TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER - BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL - BOBRICK B -254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER - BOBRICK B -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER/DISPOSAL BOBRICK B -3942. SEE 4/A4.2. SOAP DISPENSER - BOBRICK B -822. SEE 4/A4.2 36" GRAB BAR - BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42" GRAB BAR - BOBRICK B- 6106.99 X 42. SEE 1,2,5/A4.2. CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION - BOBRICK B - 212. SEE 4/A4.2. PURSE SHELF - BOBRICK B -287 FOLDING U11LITY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL - MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR - MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER - SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12" x FULL HEIGHT W /SLOPING TOP. BENCH. NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL NTH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. 1)0 - � R CVO r"e ���tt'1 ■ 5 0 " PIECEIVED o1'Y OF TEA mainmast a BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 CA — 94010 ■ TEL (650) 692 --99111 ■ FAX (650) 692 -0161 NO. i4•'~, '+ ��,� ''' .M "' • t t CONSTRUCT1ON SET 1/2a/os REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a 0 cc of J m z -J W cc co cob I- I 4Ecc o 02 24 l ej DATE DATE .roe WO_ W A14.1 94(E T III OF • s • ,L oo�oco J11/ 111•111r111•11111 ■1111111111I 1111111111111111111111•11111111111•11111112 1 1 1 1 1 1 i 1 ■ 1 . 118111 .111 ■111111I1I111I11i111111111S11111M T 00 0 0 60-11" hMEN'S TOLET ROOM ELEVATIONS ENLARGED TOILET ROOM PLAN VERIFY IN FIELD NI/ (() PL MB1N& LOCATIONS tIb' -8" VERIFY IN FIELD PW (E) PLUMBIN& LOCATIONS FOR ACCESSIBILITY STANDARDS, SEE 1/4'ET -0' DETALS SFEETS A4.2 & A9.t *13' -b" JANITORS SINK 0000 CONSTRUCT1ON SET v2aios DIMEN5ION5 1 6/28/05 REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO NE ARCHITECT 40 • ACCES31BLRY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. B) Water closet flush device shall: Be mounted at 44" max AFF, on accessible side of W.C. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 2. Toilet paper dispenser shall allow a continuous flow of paper. 3. Grab bars A) Grab bars shall be stable and not move or rotate in their fittings. B) From a 250—lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be less than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grub bar shall be less than the allowable shear stress of the grab bar material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be less than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. 0) The surface edges shall have at least a 1/8" radius. E) The side wall grab bar shall be placed within 12" of the W.C. wall & extend at least 52" from the W.C. wall. 4. Toilet stall door hardware shill: Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee spoce surfaces shall be free of sharp /abrasive elements and drain pipes shall extend no more than 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5—lb force to operate. 6. Door signoge shall comply with ADA Sec. 4.30. See A4.1, A4.2. A14.1 & A14.2. FUXTURE & ACCESSORY SCHEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. 01 ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. O WATER CLOSET W/ FLUSH VALVE 4 ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. 40 WALL - HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. @:: PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. © MIRROR - 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY Q3) WITH METAL J -TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POLISHED. SEE 3/A4.2. 07 TOILET PAPER DISPENSER - BOBRICK B -2740. SEE 5/A4.2. O$ FLOOR MOUNTED PAINTED METAL TOILET PARTITION O UNDERCOUNTER HOSE BIBS O SEAT COVER DISPENSER - BOBRICK B -221. SEE 4/A4.2. O DRINKING FOUNTAIN O SANITARY NAPKIN DISPOSAL - BOBRICK B-254. SEE 4/A4.2. O SANITARY NAPKIN DISPENSER - BOBRICK B -3500. SEE 4/A4.2. O PAPER TOWEL DISPENSER/DISPOSAL BOBRICK B -3942. SEE 4/A4.2. O SOAP DISPENSER - BOBRICK B-822. SEE 4/A4.2 O 36" GRAB BAR - BOBRICK B-6106.99 X 36. SEE 1,2,5/A4.2. O 42' GRAB BAR - BOBRICK B- 6106.99 X 42. SEE 1,2,5/A4.2. ® CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION - BOBRICK B -212. SEE 4/A4.2. Q PURSE SHELF - BOBRICK B -287 FOLDING UTILITY SHELF. SEE 4/A4.2. (0 CERAMIC TILE FLOOR c WALL- MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR- MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER - SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12" x FULL HEIGHT W /SLOPING TOP. BENCH. T Maw NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POUSHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. rO c CIOI C,1411\41\ S .a1 p g 70 • IRIECave0 art oc TucwU► r Pea[T CEtitER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSII-$ORE HWY #300 BURUNGAME — CA — 94010 ■ TEL (650) 692 -9911 . 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NI tal El III l 1 �� ,ail 111 ■ ERII � �� m� � lil im■w�;�r .�u��� :■ lia ���_'- IIi ■! wiiv.t: � i ii ■■i � i ■ �e■r_1 �i s. � �� � ■�� � !�� Mill � ■ ■ 11 �f�C!■ i 1 � nJ ° r.� s � � El� l�� ° ►11 �l muniumairef2-i1111111 �! u a 0 0 0 • 0 0 0 O • . w 0 O 0 O INS 0 44 44 2p . ,3 ! 3 • W E) . 001 � AL F1_E V R S • • C ST OR ► L226 • • • • (N) LI&NT5 TO /$ HUNS NS AT f 41+ -0 " AFF . e STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE MATCH LICE C :A16.1 B 'A& IOM __ _ =MI • _ _ _ MINN EMER EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR ENCY LIGt INFORMATION AND LOCATIONS. 2. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513. 3. MECHANICAL SYSTEMS SHALL COMPLY NTH THE SYSTEM COUMISSIONiNG REQUIREMENTS OF WASHINGTON STATE ENERGY CODE. SEC�ION 1415.4. COMPL•a► cE SHALL BE REQUIRED F OR TENANT ?S CERT1F1CATE Or OCCUPANCY OPEN TO STRUCTURE ABOVE AZP MULLION TO RECEIVE T-BAR COLIN& e q'-o" - COLOR TO MATCH (E). PAINT 6LA56 ABOVE (N) MULLION FLAT BLACK (TYP) ••• ONO (N) LI&HTS TO BE HUN& AT q' AFF ADP&ISTRATION BtLDIG REFLECTED OELRGPLAN OEM •••1 _ •I•• ��� 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS. UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIF1CATIOIN . cRCUITRY AND LIGHT SVM N TCHG. U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS N ri F. CONTRACTOR SHALL NOTIFY THE ARO 1ECT OF ANY FELD CONDITIONS PREc1 DOING THE SPECIFIED PLACEMENT OF FIXTURES` PRIOR TO PROCEEDING UMTH THE WORK. LL 4- CONTRACTOR SMALL TEST A FIxTUREs TO INSPIRE PROPER WORK/+iG ORDER. 5. ALL LK0+T SM TC.ES AND PIERMOST�4 TS SHALL BE Maim TED A T 46" 4_F . ► UNLESS CT> €RusE NOTED. aiVER PLATES Si/ALL BE N#TE ANC S QI T OE`� ICE H EE WHITE. 6. GANGED SWITCHES SHAL RE P 4 +. i ONE COVER a0E. 7. /R. !TALL MOP' �# RE AMO CMS FOR SPECIFIED MURES PRIOR ,0 OWNS RIMEL IN. ALL t3� 1 OWL E l 1.1Y5 OM A FILL CERJIS: RE U NLESS OOH I�'11� D. !WENDED MUM& • �� NOEL COMO SWIRL E = AT vr- v MESS S TO CLEW C GRID SYS?Eal 9tAi1.L SE I15TAkiE.D AS PER MANUF 'S1PE_CFNCA NONE AND RECOMMENDATIONS VI. CUM 111/I1 Y 10 EE �. -_ - I FOR J11 01 ?7, 14.1. RANGERS AND BRACING, FOR THE MUM 51��1LL ;E INSTALLED ay - E PSI � ND CEILING SAC PORACTOR. k '3 ALL RS ADC tRAONG FOR 31' R IDES %WA SE l�TALJEt? eY NEE 'SlUe00 � VtJrCRR i6 TALL !I :NEWS. (N) L I6*1TS TO BE HUN& AT AFF (4) 6YP. BO. CEILIN6 immorr milla um Eli 11181111ki111 ummumi NE inejr111- um Er L moirmmili Elm Nun T : CElLINE AT +q'-O' AFF. (TM) _ _ _ • SEE A6.8 FOR MAINTENANCE BILDINK' REFLECTED cELtIG PLAN NOTES _ I = 14. ALL HANGERS SHALL BE MAPPED IN A (MUM OF 3 FULL WRAPS. 15. MAIM RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT NTH, ABUTTING WALLS_ RUNNER CHANNELS SHALL BE LOCATED VA THIN 16' OF WALLS. 1i. LEMING E T - OAR, TILES LSif15 AIO WWI DOM CELTIC SYMMS SKILL ESY miff Lnix. 17. PROVIDE STAINLESS STEEL ESCUTCHEOHS AT AU. CEILING OPENINGS. It CONWIACTOR SOIL GOOpM1E 111011K Wif ALL TRACES II■Ia.WEI 10 M'9 CLEARANCES FOR MARES, OHM CBS, ETC. IEEESSARY 10 MAINTAIN ME IPECFIED FORM mum MONT MOLE 1E AWN MOR ALAS AS NIOVO ON 1 E OR IONM CURVY ALL OOf1JC15 TIE ARM= FOR MONK. 1R. 00111RAC101 SMALL :Y 011511111C MD COMMONS AID LOCATION OF ILL PLC. (NEW MECHANICAL IISTJML NEW MEICIMINCAL MIS, D11C15. COMM ETC. 90 AS NOT 10 CONFLICT 111R1 UOf1S IMO ALL MUM CONSURICIOIL MRS MID OARL MULE E toe AS SIGN ON ILERECIED CMS PU01 SHALL INK E 11 0F111) MESS Olin MEOW WV PRONE SHOPE DETECIONS AS MEMO 10 MEET Al Cs 2' . WS T AL:. MINT rxTURES N TN PROTECTIVE W' tAR OR SPEAR OOVER OVER . 3Lr ER _ENS. 3AFFt,E.. E TC 'C Arm r:x1URE SOUNG OR DAMAGE OR EO'H RE covERS A T PRO I(C T cavocusok. USING CLEW_ OHM TE Q ONES 1x TURES SHA,Ll BE NAM TAI ED CLEAN AND AS NEW LAMS SHALL BE NEW AT PRQ,ECI COMPLETION 72. PROW* DRAFT STOP ADO* CEIIMIG AS REQUIRED BY OT`! OF TL►(wILA F' CEPAft1111ENT 23 I RICA TO CCMINENCENENT OF 015T4t r.ATION, Sinai 0E9 H - D FIRE SPFINKLFR 9!OP ORANDIGS TO MOO AND WAIN APPROVK "• FROM T►E 0 r ! *A ;IRE 11AR'94AL. C CTc !RA 70 OSTA A %PARA PEr'1rTS REQUIRED Fro sP Eta S•VsTEk mime( A FTRE SPRINKLER SYSJEM TAI l IS commix N ALL REGAR & up4alJDe/. ebT me! PIECESSARL Y Uli7ED TO. PIPING. VALVES. SPRINKLER SYSWEV AND SPRIPINIER MEADS USE ARCIIITFCT''S RREC>EC CEI N6 PLAN( FQ! t,+t1vvuT sumacs mown pEA06 N TIES. RELOCATE ANY SIPRIN•QER tin( 1NAT •Ilp 'S t1N PAR'1A arcs OR mimic unlauT 24 SEE •o' FOR GENERAL AND CONSIRUC110114 MOWS, Vb (E.) EXTERIOR LI•HT1N& IN PLAZA - TO REMAIN ■ _ 41•111111•11M•1■011P _ _ LEGEND _ _ 1 1 ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. 101 O L 0 e 1 1 0 '4 2 _ _ 2- TUBE FLUOR. STRIP LIGHT W/1MRE GUARD (NUMBER INDICATES LENGTH IN FEET) 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T -8 LAMPS, 18 CELLS) UNDER- CA83NE . LUORESCENT (NUMBER INDICATES LENGTH IN FEET) (L THOM A LC) RECESSED D01104 LICH T (LI TsONiA LP8F RECESSED DOWN LIGHT - WALL WASHER (LITHONIA LP8F) 400W ME TTAL HALIDE FIXTURE (LYNONIA THP - HIGH BAY • 16' O AFT) 4400W EXTERIOR METAL HALIDE WALL PACX (LITWNIA 1* - YOItiT PER EXT. ELEVATIONS) • WALL - MOUNTED FLUOR. FMXT. (NUMBER INDICATES LENGTH IN FEET) (LITHONIA UN W/ IMRE GUARD) CEILING -HUNG FLUORESCENT FIXTURE W/MARE GUARD (NUMBER INDICATES LENGTH IN FEET) �(! i THOIW A AFP W/ V ItRE c1 ARO) [zi 0 _ BRE Al:; O0M 14b s _ _ _ 0 0 MATCH U E C A16.1 _ _ B A6.B r- Re'■41.e\N`D roK cope cet4?1_70(s. at i f--� Of Tuk cInN HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN -- SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HE - SEE DESI - BUILD SPRINKLER DWGS WALL- 41OUP4 TED LIO- T SWITCH EXIT SiGh. ARROW SHOWS DRECDON - SEE ELEC. D,CS SMOKE DETEC 7OR - SEE ELEC. U*GS. 11111 • [_ S£E 1EC1°+ DR Ar10VGS FOR ZA CE C TR1CAL ORA I t"'S FOR ...K _SS INFORM* NON i*:, DESIGN-BUILD SPRINIQER. DRAWINGS FOR ORtA TICK I Cfrf OF l; G t 5 2 � '>FiT CENTER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 ERJRLINGAME -- CA - 94010 • TEL (650) 692 -9911 FAX (650) 692 AR�h.; cT CONSTRUCTION SET 1/2q/05 NO. 7;'65 CLIENT REVISIONS '1/14/05 PLAN C.+EC,K 225/05 REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a: O cc c. Q� z Etief Q Pk e;1 z 3 3 ci < W �� DATE JOB Na. 20457 A16.1 SHEET 15 OF 'S DATE . t ®THRESHOLD @ TOLET ROOMS NHITE -- 6' AMIE �aLIIE CONTROL TELEPHONE t :o BLUE BRAILLE SIGN VOLUME CONTROL TELEPHONE HALF SCALE // 7 ,1 DOUR 4 MET FRAME v4/ SELF cLOSER. SEE DOOR CONCRETE FLOOR BLACK , EOPRENE - :•7 RISE P%1 i:2 SLOPE (Y'A'P EA UDE `.... • ;,4• • WHITE LU WHITE QMEN' TOILET SIGN S WALL MOUNTED WHITE BLUE WHITE WOMEN'S TOILET SIGN WALL MOUNTED WHITE I'-O' DIAMETER • BRAILLE >WOMEN WHITE BLUE 6' 6" 6' A) B) TOLET DOOR SIGNAGE SYMBOL PROPORT+016 MEL C A DECAL TO &LA66 OR A T1G seem moan, O 4 6Yrso4 Boom _ NO SCALE 1/4' THICK r 4 NO SCALE WHITE BLUE BRAILLE I S" -T -Or MUM III!• !ME RI.; 11" ali. magilro, 1 11 ...mak • .. . 1 �� El II EllEgrli 1 ■t EL 1 NEW a a ■■ INBI6 **mow" 4111 MEM EINNINNINIENNINENNIME INTERNAT'L ACCESS. SYMBOL No SCALE 3 1/2" (a) SYMBOL PROPORTIONS 8` MIN 11' MIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. (A) SPOUT HEIGHT AND KMZE GLEARANGE ADA SEC. 4.152, 4.15.5 ACCESSIBLE DRINKING FNTN NO SCALE Cz- 18 " ' MAX I I 1 I 24' ADA SEC. I.1D.1 - 4.19.8 SECTION @ LAV. COUNTER GRAB BAR: t 36' MIN 12' MTN. 11ACILWALL i2' EU:MAT® VIALI.4016 z 1 (8) CLEAR F1QOR SPACE - GYP. BD. (b) DISPLAY CONDITIONS 48' MIN I8" MIN 24" MAX 18' -Iq" ADA SEC. 4.15.5 `~ - FULLY CAULK ALL JOINTS st/ CLEAR SILICON SEALANT kiv PREFORMED PLAS. LAM. COUNTER rl/ - SPLASH 4 SELF-RIMMING S14C 16 X16 "X1 I/2' WIDE XI /4` 511 t' ANGLE vi/ 45' BRACE • 4'-O' O.G. MAX INSULATE HOT WATER 4 DRAIN PIPING PER ADA/AZ r= T -or AIDA SEC. 4.1B C) ANSI A117.1 SEC.. 4.S A SEC, 4.111 ANSI A117.1 SEC. 4:111 UMW TI @ TOLET ROOMS 9 Ac�SSBP ENTRY DOOR SK1 ACcESSB. W.C. & L1AL HALF SCALE NO AGILE D • of Of 11 FOR llt4DERGOUNTER CLEARANCES I �© it � 0 1 n DGract4 TOILET ACCESSORIES AND SIMILAR DISF'ENSIN& AND DISPOSAL FIXTURES. ADA SEC. 425, 428 8427 ACCESSIBLE HEIGHTS OF OPERABLE MECHANISMS NO SCALE KNEE CLEARANCE: 8" MIN �Y k 7- -TOE ,O, aE TOE SPACE a por;ela u Ay CLR NOTE: D/SFED LIFE INDICATES DIMENSIONAL OF OPTIONAL UW7ERLAVATORY ENCLOSURE. ADA SEC. 4.18.1 - 4.19.6 AN SEC. 4.19 ACCESSIBLE LAVA a-EAR 1 1.004R SP 4' MAX -)-11- INSULATE HOT WATER 4 WASTE LINES AS REQ. no MAXIMUM HEI6HT OF ALL OPERABLE PARTS INGLUDIN6 COIN SLOTS x X FLUSH ACTIVATOR ON WIDE SIDE (1YP) 52` MIN. A b 60' MIN CLR J Ids. moor IF - 56' MISIC 36 r� � FLOOR raw rG 9ir rK SEP - 9 2Ju5 City Of nnw No SCALE HIM. 18• SINGLE OCGUPANGY TOILET MI LI1PLE TOILET STALL ADA 9EC. I.i7 8 412 NDIVDUAL TOLET STALLS NO scup ADA SEG 4.17.3 - 4.17.8 NM A117.1 SEC. 4.4.1 - 4.17.15 A�SSLE TOLET STALL BAD OF ROW +p SCALE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHiORE HWY *300 BURUNGANIE -- CA -- 94010 MI TEL (650) 692 -9911 1.1 FAX (650) 692--0181 A.RCHIIECT r r35 ;.)'; E3 r _u.MTF f CONSTRUCTION SET 7/29/05 NO. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENOES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT REVISION 0 cc ca 5 J m W cr 03 wo< � tu 3 < 3 3 Z Q le DAr .x: ^1Q. 11 VO4 120457.039 A42 DATE 1 t 1 0 cn. iv COUNTER SUPPORT @ WORKROOM 11/2" s3/4' 0 0 0 0 0 0 2 ' -0 1, U.D.N. - SEE PLAN 1 a 0 0 0 0 O 0 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 I I "I D. (CLR) ti s-0 'T /8" BLOCKING AS REQUIRED FOR SUPPORT NOTE WIC STANDARD FLUCH � . t PLAS. LAM. COUNTER TOP o/ 3/4" PLYWOOD -- --CONT. WALL LEDGER - PLAS. LAM. o/ 3/4" PLYWD �--- -- FILE CABINET (O.F.C.I J TYP. UPPER CABINET COUNTER SUPPORT - PLAS. LAM. of 3/4" PLYWD • 4'--O" D.G. MAX COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. NOTE: VERIFY COUNTER HEIGHT w/ TENANT IN FIELD CEILING LINE SCRIBE TO CEILING PLAS. LAM. TO MATCH CABINET `- 3/4" ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) — PLAS. LAM. EXTERIOR DNRJGAB. PULLS: 7, ,,,----- BALDWIN HARDWARE No. 4614, *260 (POLI51aE.D CHROME TYP) �-- --FIRE TREATED WOOD BACKING AND BLOGKIN6 (TYP) �-- LIGHT SEE ELECTRICAL OVERLAY T ont- O' FULLY CAULK ALL JOINTS SCRIBE TO WALL PLASTIC LAMINATE z EXTERIOR PLASTIC LAMINATE SAND DARJCAB. PULLS: BALDWIN HARDWARE No. 4614, 1 (POLISHED CHROME TYP) HEAVY DUTY SLIDES (T'I'P) 3/4" ADJ. SHELF ON 5 MM STL. SI4F.LF PINS POLYESTER CABINET LINER INTERIOR (TYP) PLASTIC LAMINATE EXTERIOR SEE FINISH SaBOULE F!RE TREATED MOOD TAT -O" BACKING Alm TYP. LOWER CABIIIET NOTE ��� AFa FLUSH OVERLAY M -Or .2 6MI6E HAN6ER PIPE • (4) OPP054h6 Leff FPXrJRE COR RS LIfs'' FIXTURE NOTE: FIXTURE SHAi.i. BE Ar- AC.reD r0 Tee C.EILMb M'V PO5 C.s.f 1p DEV C.E'.. 'AAA 4 - 4:: ti •2 5A •14 fe'lE BE • - AI,...I� a s „ - E C0 OF A 2 - .7 4 I a - c' _, = X�J4E • im " X'". • x4717 OR =AG•! . 4' --N F )C' =4.r ✓ v '"ue 5"5' • ft AA A—,1cr T ?E VCF -Ay A C.APAG"w G< OOH Cr - HE ..6r•'r mx"JRE ile6Pr'' i A1r`' ,7 F tiEAVY•WY am MOM NE tllElk SUIPOUSIWITPL. INANSOIS II1E NWT IMMO !011 UOW MHMS NINO. MS IMPS SS POMO Mpg /rE SUPPON' D /Y 11E ISOSIBUL NAY MIME IIUPPOWIED WY MOSS 1\b :eE OVAL HAVE It SA. IM ES N F/IQI del rl MOM OM Law !!CAME awl ID POUNDS MILL KM It AMIONVOISL ISMS 1O IMAM CIE ISOM NAY E SLACK UGHT FIXTLWE CONNECTION r, Jirw.FO.MW. e"U"` "" MAX. SPLAY BRACING OCCURS 0 12' -0" EACH - -_ - GROS5 RUNNER DIRECTION IN ADDITION TO 12 6A. HAN6ER WIRES s 4' -0" O.G. EA. WAY WRAP EACH WIRE 4 FULL TURNS • EA. CONNECTION. PROVIDE BRACING 8" MAX. FROM PERIMETER WALLS. CEILING BRACING SEE STRUCTURAL DRAWINGS FOR CALCULATIONS AND ADDITIONAL INFORMATION •, *ll trig an trim Lam TRIM TO BE TI6HT TO CEILING WDOW HEAD DOOR HEAD S M NOTE: CLASSIFICATION OF THE &RID 15 HEAVY -DUTY —, .- UNISTRUT P4O0 COMPRESSION STRUT ATTACH TO MAIN RUNNERS W/ 1/4" BOLT i TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE 12 6AU&E SPLAY WIRES • 45° ANGLE - ATTACH TO STRUCTURE ABOVE. WRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION MAIN RUNNER SEE SGMD. FOR CL&. HT. 5/8" 6YP. BD. 0/ 3 5/8" X 20 6A. MT. RUNNERS. BACK TO BACK. ATTACH TO BLOGKIN6 A5 REO'D. SEE PLAN FOR WALL TYPE RAGO TRIMLINE ALUMINUM FRAM W/ CLEAR LACQUER FINISH 3/8" CLEAR TEMPERED 6LA55 FLOOR FINISH - SEE FINISH SCHEDULE 3/8" CLEAR TEMPERED 6LA5, POY'DER SET PIN • 24' O.G. (TYP) NTS - -RAC° TRIMLINE ALUMINUM FRAM W/ CLEAR LACQUER FINISH :///' summommisms ■uuuutuu•a■u!'r 45° S" MAX. HEAD SM NOTE: CLA55IF1CAT1ON OF THE &RID 15 HEAVY -DUTY CONNECT WIRES --� TO STRUCTURE ABOVE AS REQUIRED. MAIN RUNNER STARTER WAIL Tj� OPPOSITE WALL YiALL AIV6LE MOULD TBAR CEILING ASSEMBLY 3/8" CLEAR TEMPERED &LASS FIRE -RATED SOLID GORE DOOR - WOOD VENEER DOOR JAMB @ GLASS RUNNER " *8 GA. BRACING AIRE•45 °A5 SHOWN • 5' - O.G. MAX. (TYP) NOTE: DIAGONAL BRACING ABOVE CEILING LOCATED AT DOOR STRIKE SIDE (TYP) TYP. I1T. DOOR JAMB :2 5A BRACING WIRE • 45' A5• 4 OL. MAX. (TYP) of3t 4444 UBG STANDARD. M &In'. 9D. 0 C.rPS • 7-4° OL. 0 iv2'X226A • 4'4' GL. NTS GYP. BD. cELI1G ASSEMBLY /VLF WALE NOTES: NOTE: 1. FIELD VERIFY EXISTING GON5TRI)GT10N. 2. &LASS SUBCONTRACTOR PROVIDE GLASS SYSTEM SHOP DRAWINGS. —RAGO TRIMLINE ALUMINUM FRAM w/ (E) P.F. CLEAR LACQUER FINISH AA (E) F.F. MAI BAY TO 11 � snRucr. ABOVE ACOUSTICAL GASKET FLEXIBLE SEAL 3 5 /8" • 6A. IUDs 1/2" FROM (E) STUDS LOOSE IN TYPE 'X' 6YP. BD. (TYP.) SEE REFLECTED CEILING PLAN FOR CEILING TYPE. (WHERE OCCURS) IRE CAULKING • 20 GA. RUNNERS • ALL TYPE 'X' BD. FIRE -RATED PARTITIONS. ULL HEIGHT PARTITION Warr-Cr (N) 5/8" TYPE "X" GYP. 80ARD MIT) I►-) RAGA TRIMLINE A/ CLEAR ATTACH AS P51 455 T • D.G. TRACK 25 6 AL STUDS ASTEN METAL TRACK AS REQUIRED Nt1M FRAME FINISH - .TOWALL (E) 1'I00P- FRAMED WALL AND FLOOR (V.I.F.) (N) 4' RUBBER TOPSET BASE (E) /100D-FRAMED I _ LL ( FLOOR AT MAINTENANCE BAYm A GLASS WALL @ (E) FLOOR 45° DIAGONAL BRACE • 4 O.C., ALTERNATE DIRECTION - BRAGE AS REQ'D STUD TO STRUCTURAL DECK A801/E AND ATTACH AS REQUIRED. GElLIN& SUSPENSION SYSTEM AC.OU5 • GEILINS TILE - SEE 1/8 &AP MAXIMUM - CAULK GAP 3 5/8" x 28 &A, METAL STUDS • 24° O.G. (FLOOR TO ROOF STRUCTURE ABOVE) TYPICAL PARTITION HEAD Ft.00R FINISH - SEE scHeaLe 3 -Cr 4' Rat TOPSET EWE AT VG T PROV PE C. 'P C. ET BASE FOR N T • ALL VIM: '" A6. POWER SET PIN • 24' O. G. c'" ') sEALAPir Of BACKER ROD U NO OMER 'rOPSET BASE AT CARPETED AREAS 2) SET TRACK .4 2 BEADS CF ACCUSTICAL SEALANT 3; SET GYPS LM !BOARD 4K OW BEAD OF ACOUVIC.AL /Wr • !SET. 5TOS TYPICAL PARTITION BASE s4-d PART'N @ WINDOW WALL MULL. (E) bLA55 LINE (E) MULLION _-- " ck MULLION = C, WALL -�" NEOPRENE PAD 20 GA. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MULLION (E) SILL LINE BELOW P51 455 TAPEABLE TOP TRACK 3 5/8" X 20 GA. MET. STUDS • 24" O.G. R -I4 BATT INSULATION 6 CONSTRUCTION TYPE: WALLBOARD, MET. 5 TWO LAYERS 5/8" 1111111111111111111 11111 -HR. WALL CONbT. _ LAN INDICATION r BUILDtN� �nrt�t ki 5 5/8" X 25 &A. T. STUDS • 24" O.G. (J.O.N.) SOUND BATT INSULATION NOTES 1. FOR HEAD 4 FLOOR GONDMONS 5E� b Q FOR GLG. EIGHT la 0 PARTITION I%ITERIOR PARTITION PLAN INDICATION 41-- CZA674,1CTION :5 , - V 90ARD, WE 5T FR. WALL CONST. - 1 LAYER 5/8" GYP. BD. EA. SIDE (TYPE 'X' WHERE NOTED) CENTER PARTITION ON MULLION (TYP) 'X' &YPSUM ar AT RIGHT P . - ' a TO EACH SIDE 0 - METAL STUDS AT 24 -.; - ALL VERTICAL AND JOINTS 24" O.G. EACH AND SIDE. (NW) ASTENERS TO BE TYPE 5' SCREWS. - FIRST LAYER ASTENERS TO BE I ` LONG SPACED 24 O.G., SECOND LAYER FASTENERS TO BE 1-5/8" LON& SPACED 12" Q.G. THICKNESS: S 1/2" LIMITING HEIGHT: REFER TO MANJFACTURER t REVIEWED FOR 1� CODE COMPLIANCE a 0nonliscr; SEP - 9 2005 5/8" GYP. BD. "TYPE X" APPLIED PARALLEL TO BOTH 5I DE5 OF STUD IN I" TYPE "5" PRY 4ALL SGREAS • 8 " 0.G.• TL BAND 12" O.G. ELSEY4HERE. STAGGER ALL JOINTS 24" O.G. F 1,,hd & ? APPROX. frVISgr IRE WAND 'EST 3 - ger -0° (VC 4...A*3% 5 X Sv'P 5,0 A♦ R.6•- YO E./ 5DE bA FETAL SIIDS AT 4 b' O . _0 I-CAL. AM 1' 0 . ~:/P APC 5 var - GA` NC J0w5 24' C.s EK• sax AG 0 .'''i.3• czNtD art L A ' ^''6 I w 5 3-4 . � -- PERMIT 6 0 5F Pr Mk 45 6-6 056 'L 4 Nuc 29e5 PLAN NICAT1ON =I=c of *arc 3+4-w BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 BURUNGAME - CA - 94010 TEL (650) 692 -9911 gm INN FAX (650) 692 -0161 Ts- 1 Ai . *. :ELT CONSTRUCTION SET "7/21/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENQNG ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT b w U ui O1.- A 0 • 0 Z I .J ' c c. . D 0 CE (9 r > Uhl -.I Q g F"` al Z ...J Ld Q3 CC Q p. i <0 Z >� 1 X3 1 414C ,� 0 Z 0 k ill W " r I I IW 1 O V; A 7 .,08 `O 11/1N04 20457.IOCs A8.1 sue 7 .F' .., 0 cn. iv COUNTER SUPPORT @ WORKROOM 11/2" s3/4' 0 0 0 0 0 0 2 ' -0 1, U.D.N. - SEE PLAN 1 a 0 0 0 0 O 0 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 I I "I D. (CLR) ti s-0 'T /8" BLOCKING AS REQUIRED FOR SUPPORT NOTE WIC STANDARD FLUCH � . t PLAS. LAM. COUNTER TOP o/ 3/4" PLYWOOD -- --CONT. WALL LEDGER - PLAS. LAM. o/ 3/4" PLYWD �--- -- FILE CABINET (O.F.C.I J TYP. UPPER CABINET COUNTER SUPPORT - PLAS. LAM. of 3/4" PLYWD • 4'--O" D.G. MAX COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. NOTE: VERIFY COUNTER HEIGHT w/ TENANT IN FIELD CEILING LINE SCRIBE TO CEILING PLAS. LAM. TO MATCH CABINET `- 3/4" ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) — PLAS. LAM. EXTERIOR DNRJGAB. PULLS: 7, ,,,----- BALDWIN HARDWARE No. 4614, *260 (POLI51aE.D CHROME TYP) �-- --FIRE TREATED WOOD BACKING AND BLOGKIN6 (TYP) �-- LIGHT SEE ELECTRICAL OVERLAY T ont- O' FULLY CAULK ALL JOINTS SCRIBE TO WALL PLASTIC LAMINATE z EXTERIOR PLASTIC LAMINATE SAND DARJCAB. PULLS: BALDWIN HARDWARE No. 4614, 1 (POLISHED CHROME TYP) HEAVY DUTY SLIDES (T'I'P) 3/4" ADJ. SHELF ON 5 MM STL. SI4F.LF PINS POLYESTER CABINET LINER INTERIOR (TYP) PLASTIC LAMINATE EXTERIOR SEE FINISH SaBOULE F!RE TREATED MOOD TAT -O" BACKING Alm TYP. LOWER CABIIIET NOTE ��� AFa FLUSH OVERLAY M -Or .2 6MI6E HAN6ER PIPE • (4) OPP054h6 Leff FPXrJRE COR RS LIfs'' FIXTURE NOTE: FIXTURE SHAi.i. BE Ar- AC.reD r0 Tee C.EILMb M'V PO5 C.s.f 1p DEV C.E'.. 'AAA 4 - 4:: ti •2 5A •14 fe'lE BE • - AI,...I� a s „ - E C0 OF A 2 - .7 4 I a - c' _, = X�J4E • im " X'". • x4717 OR =AG•! . 4' --N F )C' =4.r ✓ v '"ue 5"5' • ft AA A—,1cr T ?E VCF -Ay A C.APAG"w G< OOH Cr - HE ..6r•'r mx"JRE ile6Pr'' i A1r`' ,7 F tiEAVY•WY am MOM NE tllElk SUIPOUSIWITPL. INANSOIS II1E NWT IMMO !011 UOW MHMS NINO. MS IMPS SS POMO Mpg /rE SUPPON' D /Y 11E ISOSIBUL NAY MIME IIUPPOWIED WY MOSS 1\b :eE OVAL HAVE It SA. IM ES N F/IQI del rl MOM OM Law !!CAME awl ID POUNDS MILL KM It AMIONVOISL ISMS 1O IMAM CIE ISOM NAY E SLACK UGHT FIXTLWE CONNECTION r, Jirw.FO.MW. e"U"` "" MAX. SPLAY BRACING OCCURS 0 12' -0" EACH - -_ - GROS5 RUNNER DIRECTION IN ADDITION TO 12 6A. HAN6ER WIRES s 4' -0" O.G. EA. WAY WRAP EACH WIRE 4 FULL TURNS • EA. CONNECTION. PROVIDE BRACING 8" MAX. FROM PERIMETER WALLS. CEILING BRACING SEE STRUCTURAL DRAWINGS FOR CALCULATIONS AND ADDITIONAL INFORMATION •, *ll trig an trim Lam TRIM TO BE TI6HT TO CEILING WDOW HEAD DOOR HEAD S M NOTE: CLASSIFICATION OF THE &RID 15 HEAVY -DUTY —, .- UNISTRUT P4O0 COMPRESSION STRUT ATTACH TO MAIN RUNNERS W/ 1/4" BOLT i TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE 12 6AU&E SPLAY WIRES • 45° ANGLE - ATTACH TO STRUCTURE ABOVE. WRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION MAIN RUNNER SEE SGMD. FOR CL&. HT. 5/8" 6YP. BD. 0/ 3 5/8" X 20 6A. MT. RUNNERS. BACK TO BACK. ATTACH TO BLOGKIN6 A5 REO'D. SEE PLAN FOR WALL TYPE RAGO TRIMLINE ALUMINUM FRAM W/ CLEAR LACQUER FINISH 3/8" CLEAR TEMPERED 6LA55 FLOOR FINISH - SEE FINISH SCHEDULE 3/8" CLEAR TEMPERED 6LA5, POY'DER SET PIN • 24' O.G. (TYP) NTS - -RAC° TRIMLINE ALUMINUM FRAM W/ CLEAR LACQUER FINISH :///' summommisms ■uuuutuu•a■u!'r 45° S" MAX. HEAD SM NOTE: CLA55IF1CAT1ON OF THE &RID 15 HEAVY -DUTY CONNECT WIRES --� TO STRUCTURE ABOVE AS REQUIRED. MAIN RUNNER STARTER WAIL Tj� OPPOSITE WALL YiALL AIV6LE MOULD TBAR CEILING ASSEMBLY 3/8" CLEAR TEMPERED &LASS FIRE -RATED SOLID GORE DOOR - WOOD VENEER DOOR JAMB @ GLASS RUNNER " *8 GA. BRACING AIRE•45 °A5 SHOWN • 5' - O.G. MAX. (TYP) NOTE: DIAGONAL BRACING ABOVE CEILING LOCATED AT DOOR STRIKE SIDE (TYP) TYP. I1T. DOOR JAMB :2 5A BRACING WIRE • 45' A5• 4 OL. MAX. (TYP) of3t 4444 UBG STANDARD. M &In'. 9D. 0 C.rPS • 7-4° OL. 0 iv2'X226A • 4'4' GL. NTS GYP. BD. cELI1G ASSEMBLY /VLF WALE NOTES: NOTE: 1. FIELD VERIFY EXISTING GON5TRI)GT10N. 2. &LASS SUBCONTRACTOR PROVIDE GLASS SYSTEM SHOP DRAWINGS. —RAGO TRIMLINE ALUMINUM FRAM w/ (E) P.F. CLEAR LACQUER FINISH AA (E) F.F. MAI BAY TO 11 � snRucr. ABOVE ACOUSTICAL GASKET FLEXIBLE SEAL 3 5 /8" • 6A. IUDs 1/2" FROM (E) STUDS LOOSE IN TYPE 'X' 6YP. BD. (TYP.) SEE REFLECTED CEILING PLAN FOR CEILING TYPE. (WHERE OCCURS) IRE CAULKING • 20 GA. RUNNERS • ALL TYPE 'X' BD. FIRE -RATED PARTITIONS. ULL HEIGHT PARTITION Warr-Cr (N) 5/8" TYPE "X" GYP. 80ARD MIT) I►-) RAGA TRIMLINE A/ CLEAR ATTACH AS P51 455 T • D.G. TRACK 25 6 AL STUDS ASTEN METAL TRACK AS REQUIRED Nt1M FRAME FINISH - .TOWALL (E) 1'I00P- FRAMED WALL AND FLOOR (V.I.F.) (N) 4' RUBBER TOPSET BASE (E) /100D-FRAMED I _ LL ( FLOOR AT MAINTENANCE BAYm A GLASS WALL @ (E) FLOOR 45° DIAGONAL BRACE • 4 O.C., ALTERNATE DIRECTION - BRAGE AS REQ'D STUD TO STRUCTURAL DECK A801/E AND ATTACH AS REQUIRED. GElLIN& SUSPENSION SYSTEM AC.OU5 • GEILINS TILE - SEE 1/8 &AP MAXIMUM - CAULK GAP 3 5/8" x 28 &A, METAL STUDS • 24° O.G. (FLOOR TO ROOF STRUCTURE ABOVE) TYPICAL PARTITION HEAD Ft.00R FINISH - SEE scHeaLe 3 -Cr 4' Rat TOPSET EWE AT VG T PROV PE C. 'P C. ET BASE FOR N T • ALL VIM: '" A6. POWER SET PIN • 24' O. G. c'" ') sEALAPir Of BACKER ROD U NO OMER 'rOPSET BASE AT CARPETED AREAS 2) SET TRACK .4 2 BEADS CF ACCUSTICAL SEALANT 3; SET GYPS LM !BOARD 4K OW BEAD OF ACOUVIC.AL /Wr • !SET. 5TOS TYPICAL PARTITION BASE s4-d PART'N @ WINDOW WALL MULL. (E) bLA55 LINE (E) MULLION _-- " ck MULLION = C, WALL -�" NEOPRENE PAD 20 GA. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MULLION (E) SILL LINE BELOW P51 455 TAPEABLE TOP TRACK 3 5/8" X 20 GA. MET. STUDS • 24" O.G. R -I4 BATT INSULATION 6 CONSTRUCTION TYPE: WALLBOARD, MET. 5 TWO LAYERS 5/8" 1111111111111111111 11111 -HR. WALL CONbT. _ LAN INDICATION r BUILDtN� �nrt�t ki 5 5/8" X 25 &A. T. STUDS • 24" O.G. (J.O.N.) SOUND BATT INSULATION NOTES 1. FOR HEAD 4 FLOOR GONDMONS 5E� b Q FOR GLG. EIGHT la 0 PARTITION I%ITERIOR PARTITION PLAN INDICATION 41-- CZA674,1CTION :5 , - V 90ARD, WE 5T FR. WALL CONST. - 1 LAYER 5/8" GYP. BD. EA. SIDE (TYPE 'X' WHERE NOTED) CENTER PARTITION ON MULLION (TYP) 'X' &YPSUM ar AT RIGHT P . - ' a TO EACH SIDE 0 - METAL STUDS AT 24 -.; - ALL VERTICAL AND JOINTS 24" O.G. EACH AND SIDE. (NW) ASTENERS TO BE TYPE 5' SCREWS. - FIRST LAYER ASTENERS TO BE I ` LONG SPACED 24 O.G., SECOND LAYER FASTENERS TO BE 1-5/8" LON& SPACED 12" Q.G. THICKNESS: S 1/2" LIMITING HEIGHT: REFER TO MANJFACTURER t REVIEWED FOR 1� CODE COMPLIANCE a 0nonliscr; SEP - 9 2005 5/8" GYP. BD. "TYPE X" APPLIED PARALLEL TO BOTH 5I DE5 OF STUD IN I" TYPE "5" PRY 4ALL SGREAS • 8 " 0.G.• TL BAND 12" O.G. ELSEY4HERE. STAGGER ALL JOINTS 24" O.G. F 1,,hd & ? APPROX. frVISgr IRE WAND 'EST 3 - ger -0° (VC 4...A*3% 5 X Sv'P 5,0 A♦ R.6•- YO E./ 5DE bA FETAL SIIDS AT 4 b' O . _0 I-CAL. AM 1' 0 . ~:/P APC 5 var - GA` NC J0w5 24' C.s EK• sax AG 0 .'''i.3• czNtD art L A ' ^''6 I w 5 3-4 . � -- PERMIT 6 0 5F Pr Mk 45 6-6 056 'L 4 Nuc 29e5 PLAN NICAT1ON =I=c of *arc 3+4-w BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 BURUNGAME - CA - 94010 TEL (650) 692 -9911 gm INN FAX (650) 692 -0161 Ts- 1 (E) F.F. WALKWAY GUARDRAIL 24" MAX ADDL. PROTECTION NOT REAP WING YIAL.L5 -�--- ANY DIMENSION - 1 12 METAL PIPE TOPRAIL (PAINT) STEEL PIPE SUPPORT'S 3`-O" O.G. MAX (PAINT) 1 "4+ METAL PI (PAINT) ( J 5 STEEL PLATE (PAINT) - ,/ SEE STRUCTURAL COLOR OR OTHER CICULATION SPACE HELD POST TO STEEL PLATE - SEE STRUCTURAL FASTEN STEEL PLATE TO (E) CONCRETE SEE STRUCTURAL (E) F.F. 4r TM+.IPITENANGE BAY NOTE: GUARDRAIL TO BE 4T A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-I/2" O.G. VERTICALLY TO 34" A.F.F. •AND 8 ABOVE 34" A.F.F. CONTRACTOR TO SUBMIT SHOP DRAWINGS. .SG r- T -cr le -- - V41t4S WALL DOPIN TO FLOOR (`TYP) PROTRUDINS OBJECTS IHAN6IN6 ON WALL ILEADINS ED6E5 ABOVE 27" LEAR WIDTh -AC�SSBLE ROUTES V2"it T -O" CARPET I !4" MA. Ex .Orl "rSHOLD 1 I / / / /// / / /�' / / /� / //// / / /,/ ////,- ,/,/,/,/ /1/%1 t r -rte. LD ///// // / f r .� Icy,,, mAT5 ARE PREFERAELE FINISH FLOOR LEVEL. , 1 RECESSED POOR KAT 111111/1 I ll I Au SEC, .az asy aas T1-FSHOLDS & DOOR MATS (a) (c) 12' ADA SEC. 4.9A (2) WARNING STRIPING & HANDRAL EXTENSIONS 1 1/4" MIN 11/2" MAX I I/4" MIN 1 I/2" MAX X z Iu ADA SEC. 4.9.4 (3) 8428 STAIR HANDRAILS SAMPLE SECTIONS Y EEL bUIDE NOTE I: 60" MIN MEN NO DOOR W465 ONTO LAIDINS. 42" MIN PLUS DOOR ADM Mal DOOR S 1 N&5 ONTO LANDINS. ADA SEC. 4.8.5 & 4�7 RAMPS WI-EEL cis & GUDE RALS I Eo A SEC. 484 I /8" MIN. RADIUS (TYP) (b) (d) = z z RAMP DENONS INTEWEPINTE TURta16 c•?E 2 M44x A FILATFORM DST OF L7�T j RAMP 1 iii VARY BOTTOw PLATFORto STRIP OF CLEARLY CONTRASTIN6 COLOR T = TREAD WIDTH • AT NEW AND EXISTIN& EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES ` 1 i 3 " MAX NO SCALE NO SCALE V -EEL GUIDE DETAIL NOTE: 6UARDRAIL TO BE 42' A.F.F. NV HAVE I PIA HORIZONTAL PICKETS AT 4-I/2' O.G. VERTICALLY TO 34" AFF. AND 8' O.G. A80VE 34" AFF. CONTRACTOR TO SUBMIT SHOP DRA111N&5. TOP PLATFORM INTERMEDIATE LEVEL PLATFORM NO SCALE x X dD 1 r MAX x (a) CLEAR FLOOR SPACE PARALLEL APPROACH J Y 24" MAX 1 (c) MAXIMUM SIDE REACH OVER OBSTRUCTION SIDE REACH 48" ELEVATION PLAN (0) HI6H FORWARD REACH LIMIT � 48' MIN 1 r � X E Z li ELEVATION PLAN (c) MAXIMUM FORY4ARD REACH OVER OBSTRUCTION t_30' - 6" 1 1 1 1 k 48" �I (c) CLEAR FLOOR WAGE NOTES: ENTRY DOOR HARDWARE • 31' -42`t C E MINIS FORCE t5 tNCMOVOI I 6D' _DOOR T' AX EFFORT FOR EXT. DOORS = 8.911 MAX EFFORT FOR iNT_ DOORS = 5* - REM" FIRE DOS MAX EFFORT = f5* • sorrom RAti 10" MAX z 1 48" 48" • FORWARD REACH 1 r (17) HIGH 4 LOW SIDE REACH LIMITS 1 NOTE: X SHALL BE S 25 Z SHALL BE 2X. MEN 15 < 20", Y SHALL BE 48" MAX. Y14EN X 15 20" - 25 ", Y SHALL BE 44" MAX. NO SCALE in g A 1 1 k 48. A (q) CLEAR FLOOR SPACE IN ALCOVES 1 ,2 k 48• )k ; I2' IF X > 24 ", THEN 6" ADDITIONAL IF X > 15 T1-EN 12" ADDITIONAL_ MAMA/ERR.* CLEARANCE MANEUVERING CLEARANCE SHALL BE PROVIDED AS SHOVIN SHALL BE PROVIDED AS SHOWN (b) ADDITIONAL MANI3NERINIS CLEARANCE FOR ALCOVES NO SCALE 8 MI1IIUM CLEAR FLOOR SPACE FOR WFEFLCHARS NO seas DOOR CONSTRUCflON ■o arxF COIN SLOT (a) DOORS IN SERIES CORD LENGTH TO BE 29 ". RECEIVER TO BE MAGNETIC FIELD 6ENERATIN6. (c) SLOT 1¢1614T AND KNEE CLEARANCE ADA SEC. 4.31 ACCESSIBLE TELEPHONE (b) BOTH DOORS OPEN OUT (0) 51N6LE DOOR 32" (b) DOUBLE DaoR (c) PASSA6E CLEARANCE PILL S IE APPROACH 60' Q I I ZL PUSH SIDE APPROACH r / Ex]STS COI PLY SCE • 4/2? 48" MIN L 20" MAX 24" MAX t'b) CLEAR FLOOR SPACE NOTE: DOORS IN A SERIES SHALL SWING EITHER IN THE SANE DIRECTION OR AWAY FROM THE SPACE BETNEEN THE DOORS. • PROVIDE THIS ADDITIONAL SPACE IF DOOR 15 EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR SPADE BOIVARY PULL SCE a .60' 24' 60' 36' Y x 44' TE TE NO SCALE NO SCALE CLEAR OPEN1T46 MUST BE BETYEEN THE DOOR IN ITS 40' OPEN POSITION AND THE FADE OF TIE STOP. CLEAR OPENING FOR TWO LEAF DOORS MUST BE BETY'EEN EITHER DOOR IN ITS 40' OPEN POSITION AND THE ED6E OF THE OTHER DOOR. AN ADULT SIZE VIHEELCHAIR AVERAGES 27' IN YWN. TFIE REQUIRED 32° CLEAR OPENING ALLONIS 2 1/2" ON EACH SIDE FOR HANDS_ 8 =24'• EXTERIOR 46' 0 X = IF DOOR MA6 BON f: 1 LATCH 0 Z =54'$ ' =4a•F DOOR $4 BOT,+ CL05ER 1 LATG$ 44' 24' Y z 46' r DOOR +4116 CL0511 t ADA SEC. llsbi AC�SSBLE DOOR SWUIG roar poor DOORS HAVE CLOSERS NO WALE 0 7 7-- / A 9 11 9 1 )/ 11 ) 1 )) 11 CHANGE IN LEVEL /THRESHOLD NO SCALE 44 MINIMUM CLEAR WIDTH FOR SINGLE Y*L.CHAIR 1-ift MAX 60' DIAt"ET IZ SPACE 60' Mt•M)4 CORRDrJR 1411DTH n d T Nwe PROTRUDING OBJECTS NO scut 1' 1 1* MINIMUM CLEAR WIDTH FOR TYIO riliEELGHAIRS 96' x MIN * MIN � 1 MN 1 IL COOR WITHS .NOM 111 REVIEWED FOR CODE COMPLIANCE 8Doonucfl City Of Tukwila BUILDING DIVISION 60' PAW ALCOVE OR T TAN Fat GORRIPORS OVER M L$J OF 60' rK 111117n4 SEP - 9 2005 T- SHAPED SPACE FOR 180` TURN W11EELHA1R SPACE ALLOWANCE NO SCALE Ma4Rrl m 1oliDH FOR J1/ER 200 . , cc alERigT 1 1 44. —lir= a vof c BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURLINGAME — CA — 94010 U TEx. (650) 692 -9911 ■ FAX (650) 692 -0181 7735 �5 ,. r. A- O7i EC1 , P 10. :_ � 1... E!.' An: T: CF \ `T:`4 s p T .l. CONSTRUCTION SET 7/2Q/O5 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM VA 11-I THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVI11ES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT rni ou. V A E J08 NO 11/1/04 20457 A9.11 ShtE T s oF (E) F.F. WALKWAY GUARDRAIL 24" MAX ADDL. PROTECTION NOT REAP WING YIAL.L5 -�--- ANY DIMENSION - 1 12 METAL PIPE TOPRAIL (PAINT) STEEL PIPE SUPPORT'S 3`-O" O.G. MAX (PAINT) 1 "4+ METAL PI (PAINT) ( J 5 STEEL PLATE (PAINT) - ,/ SEE STRUCTURAL COLOR OR OTHER CICULATION SPACE HELD POST TO STEEL PLATE - SEE STRUCTURAL FASTEN STEEL PLATE TO (E) CONCRETE SEE STRUCTURAL (E) F.F. 4r TM+.IPITENANGE BAY NOTE: GUARDRAIL TO BE 4T A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-I/2" O.G. VERTICALLY TO 34" A.F.F. •AND 8 ABOVE 34" A.F.F. CONTRACTOR TO SUBMIT SHOP DRAWINGS. .SG r- T -cr le -- - V41t4S WALL DOPIN TO FLOOR (`TYP) PROTRUDINS OBJECTS IHAN6IN6 ON WALL ILEADINS ED6E5 ABOVE 27" LEAR WIDTh -AC�SSBLE ROUTES V2"it T -O" CARPET I !4" MA. Ex .Orl "rSHOLD 1 I / / / /// / / /�' / / /� / //// / / /,/ ////,- ,/,/,/,/ /1/%1 t r -rte. LD ///// // / f r .� Icy,,, mAT5 ARE PREFERAELE FINISH FLOOR LEVEL. , 1 RECESSED POOR KAT 111111/1 I ll I Au SEC, .az asy aas T1-FSHOLDS & DOOR MATS (a) (c) 12' ADA SEC. 4.9A (2) WARNING STRIPING & HANDRAL EXTENSIONS 1 1/4" MIN 11/2" MAX I I/4" MIN 1 I/2" MAX X z Iu ADA SEC. 4.9.4 (3) 8428 STAIR HANDRAILS SAMPLE SECTIONS Y EEL bUIDE NOTE I: 60" MIN MEN NO DOOR W465 ONTO LAIDINS. 42" MIN PLUS DOOR ADM Mal DOOR S 1 N&5 ONTO LANDINS. ADA SEC. 4.8.5 & 4�7 RAMPS WI-EEL cis & GUDE RALS I Eo A SEC. 484 I /8" MIN. RADIUS (TYP) (b) (d) = z z RAMP DENONS INTEWEPINTE TURta16 c•?E 2 M44x A FILATFORM DST OF L7�T j RAMP 1 iii VARY BOTTOw PLATFORto STRIP OF CLEARLY CONTRASTIN6 COLOR T = TREAD WIDTH • AT NEW AND EXISTIN& EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES ` 1 i 3 " MAX NO SCALE NO SCALE V -EEL GUIDE DETAIL NOTE: 6UARDRAIL TO BE 42' A.F.F. NV HAVE I PIA HORIZONTAL PICKETS AT 4-I/2' O.G. VERTICALLY TO 34" AFF. AND 8' O.G. A80VE 34" AFF. CONTRACTOR TO SUBMIT SHOP DRA111N&5. TOP PLATFORM INTERMEDIATE LEVEL PLATFORM NO SCALE x X dD 1 r MAX x (a) CLEAR FLOOR SPACE PARALLEL APPROACH J Y 24" MAX 1 (c) MAXIMUM SIDE REACH OVER OBSTRUCTION SIDE REACH 48" ELEVATION PLAN (0) HI6H FORWARD REACH LIMIT � 48' MIN 1 r � X E Z li ELEVATION PLAN (c) MAXIMUM FORY4ARD REACH OVER OBSTRUCTION t_30' - 6" 1 1 1 1 k 48" �I (c) CLEAR FLOOR WAGE NOTES: ENTRY DOOR HARDWARE • 31' -42`t C E MINIS FORCE t5 tNCMOVOI I 6D' _DOOR T' AX EFFORT FOR EXT. DOORS = 8.911 MAX EFFORT FOR iNT_ DOORS = 5* - REM" FIRE DOS MAX EFFORT = f5* • sorrom RAti 10" MAX z 1 48" 48" • FORWARD REACH 1 r (17) HIGH 4 LOW SIDE REACH LIMITS 1 NOTE: X SHALL BE S 25 Z SHALL BE 2X. MEN 15 < 20", Y SHALL BE 48" MAX. Y14EN X 15 20" - 25 ", Y SHALL BE 44" MAX. NO SCALE in g A 1 1 k 48. A (q) CLEAR FLOOR SPACE IN ALCOVES 1 ,2 k 48• )k ; I2' IF X > 24 ", THEN 6" ADDITIONAL IF X > 15 T1-EN 12" ADDITIONAL_ MAMA/ERR.* CLEARANCE MANEUVERING CLEARANCE SHALL BE PROVIDED AS SHOVIN SHALL BE PROVIDED AS SHOWN (b) ADDITIONAL MANI3NERINIS CLEARANCE FOR ALCOVES NO SCALE 8 MI1IIUM CLEAR FLOOR SPACE FOR WFEFLCHARS NO seas DOOR CONSTRUCflON ■o arxF COIN SLOT (a) DOORS IN SERIES CORD LENGTH TO BE 29 ". RECEIVER TO BE MAGNETIC FIELD 6ENERATIN6. (c) SLOT 1¢1614T AND KNEE CLEARANCE ADA SEC. 4.31 ACCESSIBLE TELEPHONE (b) BOTH DOORS OPEN OUT (0) 51N6LE DOOR 32" (b) DOUBLE DaoR (c) PASSA6E CLEARANCE PILL S IE APPROACH 60' Q I I ZL PUSH SIDE APPROACH r / Ex]STS COI PLY SCE • 4/2? 48" MIN L 20" MAX 24" MAX t'b) CLEAR FLOOR SPACE NOTE: DOORS IN A SERIES SHALL SWING EITHER IN THE SANE DIRECTION OR AWAY FROM THE SPACE BETNEEN THE DOORS. • PROVIDE THIS ADDITIONAL SPACE IF DOOR 15 EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR SPADE BOIVARY PULL SCE a .60' 24' 60' 36' Y x 44' TE TE NO SCALE NO SCALE CLEAR OPEN1T46 MUST BE BETYEEN THE DOOR IN ITS 40' OPEN POSITION AND THE FADE OF TIE STOP. CLEAR OPENING FOR TWO LEAF DOORS MUST BE BETY'EEN EITHER DOOR IN ITS 40' OPEN POSITION AND THE ED6E OF THE OTHER DOOR. AN ADULT SIZE VIHEELCHAIR AVERAGES 27' IN YWN. TFIE REQUIRED 32° CLEAR OPENING ALLONIS 2 1/2" ON EACH SIDE FOR HANDS_ 8 =24'• EXTERIOR 46' 0 X = IF DOOR MA6 BON f: 1 LATCH 0 Z =54'$ ' =4a•F DOOR $4 BOT,+ CL05ER 1 LATG$ 44' 24' Y z 46' r DOOR +4116 CL0511 t ADA SEC. llsbi AC�SSBLE DOOR SWUIG roar poor DOORS HAVE CLOSERS NO WALE 0 7 7-- / A 9 11 9 1 )/ 11 ) 1 )) 11 CHANGE IN LEVEL /THRESHOLD NO SCALE 44 MINIMUM CLEAR WIDTH FOR SINGLE Y*L.CHAIR 1-ift MAX 60' DIAt"ET IZ SPACE 60' Mt•M)4 CORRDrJR 1411DTH n d T Nwe PROTRUDING OBJECTS NO scut 1' 1 1* MINIMUM CLEAR WIDTH FOR TYIO riliEELGHAIRS 96' x MIN * MIN � 1 MN 1 IL COOR WITHS .NOM 111 REVIEWED FOR CODE COMPLIANCE 8Doonucfl City Of Tukwila BUILDING DIVISION 60' PAW ALCOVE OR T TAN Fat GORRIPORS OVER M L$J OF 60' rK 111117n4 SEP - 9 2005 T- SHAPED SPACE FOR 180` TURN W11EELHA1R SPACE ALLOWANCE NO SCALE Ma4Rrl m 1oliDH FOR J1/ER 200 . , cc alERigT 1 1 44. —lir= a vof c BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURLINGAME — CA — 94010 U TEx. (650) 692 -9911 ■ FAX (650) 692 -0181 • 0 101 -16 • O OFRCE DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION WORK POINT / DATUM POINT / CONTROL POINT COLUMN / GRID LINE ROOM NUMBER & NAME WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE NIVIM ',"; 4,144/ZA 11111•P//ANIF// / / / //i ►Y /.-//41■/////41111 11 1111 1111 Iuuuu..uIuuII IuI...luhIII D VEY SCOPE OF WORK 'TENANT IMPROVEMENT AND REMODEL OF THEATER CONCESSION AREA INTO *DMINSTRATION OFFICES. EARTH SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE • -- fi " r v., h% • A0.1 TITLE SHEET ARCHITECTURAL AO.2 A1.1 DAl2.1 A2.1 Al2.1 Al2.1E Al2.1F Al2.3 A14.1 A14.2 A16.1 A4.2 A8.1 A9.1 STRUCTURAL NOTES SITE PLAN ADMINISTRATION BUILDING MAINTENANCE AND ADMINI OVERALL FLOOR PLAN ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING ADMINISTRATION BUILDING TOILET ROOM DETAILS DETAILS ACCESSIBILITY DETAILS DEMOLITION PLAN STRATTON BUILDINGS FLOOR PLAN ELECTRICAL PLAN FINISH FLOOR PLAN ROOM FINISH & DOOR SCHEDULES TOILET ROOM PLANS & ELEVATIONS TOILET ROOM PLANS & ELEVATIONS REFLECTED CEILING PLAN S1.0 STRUCTURAL NOTES S2.0 ADMINISTRATION BUILDING FOUNDATION PLAN S2.1 ADMINISTRATION BUILDING ROOF PLAN S3.0 CONCRETE SECTIONS/ELEVATIONS S3.1 CONCRETE SECTIONS/ELEVATIONS S3.2 CONCRETE SECTIONS/ELEVATIONS S3.3 CONCRETE SECTIONS/ELEVATIONS S6.0 CONCRETE DETAILS Pal COPY Permit No. 0 • : Pbi glow approval ks subject to errors and Appr0tl of const, ct on documents does not authoits the violation of any adopted code or ordinance. Rs"ipt Of aPProved aid conditions is acimowledmak OM: Erip. \\ City at bulb / BUILDING DIVISION altla a�c�� - "'►' :. . ' � fir. � � �Y .. ✓ w ►J r .' _ .. _ Thk . :i.u1 era, rl'; t�`.t�•l'. :.1r r,I r;:� t ► :I,,urtn�t :rr 1l ;it: ;alt i', ",1.rllt;;, � Ih. In :ern iti;lcal I3ai�.:: ' , CudC :Ii1 :(.. .....:, ,r '' ■ C ,. i :r�tcter>t! PrIbi.i./r of ill. 1nter.ta?iu$$ Building Code r_ :)they -t.: rrstwltahla for 1 , 1llo•rrrncs with zIl •poiil:ahlo cods, conditions i•t� : Jt..i s1:. •..;t ani ,,1t r!►retat10(Lf of the • f : .tl F.I1 l:it:I1 � Q►c�lr1� of 1t. ,. ... :;•v -� 1l:. rl :.l�'.r li�+ti� ,t.11 3 : :l1 I tie In :.a:.+ wi:.h t4 c. �VYCnfI taws ut the u3 4 ••11�� •,l ►r No: 9.: of .' •. :Iti3.1on ....Itti.... .1 !NC'. Special inspection by Geomatrix, Geotechnical Engineer of Record, shall be provided per I.B.C. Sections 1704. and 1802 for the following construction items: a. Site excavation and grading b. Verification of soil- bearing capacity c. Placement of structural fill and soil compaction d. Placement and compaction of foundation and retaining wall backfill 1. 1) 2) 3) 4) 5) 6 ) SPECIAL INSPECTIONS REQUIRED WOMBS ho c't er•^e . all be node to the seeps �' • • ' Spout prior approval BuBding Witham. 140TE: ReV5+3ns will require a t1NM plan submiiial and may inciude additional plan review fees. g- DEFERRED SUBMITTALS Design -build Mechanical, Electrical, and Plumbing drawings. Life Safety System drawings. Fire Sprinkler Drawings. Exterior modifications (Separate Permit After SEPA & BAR Approval) Fire Alarm System drawings Design - drawings for the fiber- reinforced - polymer composite systems. See structural drawings for system location and specification. 2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items: a. Concrete construction: Continuous, see also Section 1704.4 b. Reinforcement at concrete construction: Periodic, see also Section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13 d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2 e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3 Structural welding of structural steel for single pass fillet welds less than or equal to 5/16 inch and floor /roof deck welds: Periodic, see also Section 1704.3 h. High - strength bolting of structural steel other than slip - critical: Continuous, see also I.B.C. Section 1704.3 i. High - strength bolting of structural steel, slip- critical: Continuous, see also I.B.C. Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3 7) Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall" be required for tenant's Certificate of Occupancy. NIGHTY MAP 1 s ...... .. w _ s s.... o �l ! , i ..... .r.�w3,um s ; .: # 1___ I II a! i 7 % a y -- i rsrs - s •srtd Sr • • S wab 9 irr 01.0 9 S ISMS se st.sr ; M 1 11990 Sr 4.4 1 1 A A.B. AC A.C. A/C A.D. ADJ. AGGR. AL. ALT. AMP. ANOD. APR. APPROX. ARCH. ASPH. A.S. T.M. AUTO. 8 BD. BET. BiT. B.L. BLDG. BLK. BLKG. B.M. BM. BOT. BRG. BRK. BRZ. B.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CNTR. C.O. COL. CON C. CON T. CONST. CONTR. CPR. CPT. CSMT. CTR. CSK. Cv. C.W. CU. YD. D D.A. DBL. DEM. DEPT. DET. D.F. DIAG. DIM. OISP. D.L. DN. DP. OPR. DR. DS. DW. DWG. DAR. E Ex :ST.(E) EL- E �. E E._EC. EVER `►.Ql. E'i EC ES" Ek: E V= Ex" Ex Anchor Bolt Acoustic Asphaltic Concrete Air Condittioning Area Drain Adjustable Aggregate Aluminum Alternate Ampere Anodized Apron Approximate Architect Asphalt Am. Soc. for Testing Materiels Automatic Board Between Bituminous Building Line Building Block Blocking Bench Mark Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flushing Cast Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Contract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Departmen t Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Oampproofing Damper Door Downspout Dumbwaiter Drawing Drawer East Existing Each Expansion Boit Expos Joint [iect:c (ci) Eievot,on Errercer E' Enc E^y:neer C g t r . cc ' re: avar E c,. or' e Est Excavate E xposea E xter=or Extr oed J L F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick F.D. Floor Drian FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.H. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete N F.O.M. Face of Masonry F.O.S. Face of Stud F.O.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTG. Footing FUR. Furring FUT. Future 0 FR. DR Fire Door G GA. Gauge GAL. Gallon G.B. Grab Bar G.C. General Contractor G.I. Galvanized Iron GKT. Gasket GL. Glass GR. Grade GR T. Grout GVL. Grovel GYP. Gypsum GSM Galvanized Sheet Metal H H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HDW. Hardware HDWD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I.D. IN. INS. INT. INTM. INV. J. JAN. JT. K K. KIT. KO. KP. LG. LAB. LAM_ LA V. L( R. L.L. LT_ L `a4. LEA MA5. MAX. M.B. MBAR. • Joist Janitor Joint Length Laboratory. Laminate Lc vcto'.y Le`t -+ana Locker Live Load Ligr:t Lot: ve- Late+ ABBREVIATIONS Inside Diameter Inch Insulation Interior Intermediate Invert Kip (1000 Ib.) Kitchen Knockout Kickplate MCxxrrr.un" Itaccr► we Se4 : hio:s t u' a Barrier MBR. M.C. MECH. MED. MEMB. MET. MFR. MH. MIN. MIR. MISC. MLD. MOV. MRB. MT. M TL. MUL. MWK. N (N) NAT. N.I.C. NOM. N.T.S. P P.S.I. PT. P.T.D. P.T.D. /R P.T.R. P.V.C. Q Q.T. R R. R.A.G. R.B. RB.T. R.C.P. R.J. R.O.F. RDWD. RCE'NF . FEr REFR. REG REV RE S. RET. REV R F.G. Membe G- Member Medicine Cabinet Mechanic (al) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale 0/ Over OA Overall OB. Obscure 0.C. On Center 0.D. Outside Diameter 0.F.C.I. Owner Furnished/ Contractor Installed OFF. Office OH. Overhead 0.H.M.S. Oval Head Metal Screws 0.H.W.S. Oval Head Wood Screw 0.J. Open Web Joist OP. Opaque OPNG. Opening OPP. Opposite PAR. Parallel PART. Partition PAV. Pav (ed) (ing) (ement) P.C.C. Pre -cast Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE - FAB.Pre- fabricate (d) P.L.F. Pounds per Lineal Foot P.G. Plate Glass PKG. Parking PL. Plate P.LAM. Plastic Laminate PLAS. Plaster PLY. Plywood PNL. Panel PT. Point P.P. Ponderosa Pine PR. Pair PREFIN Pre - finshed PROJ. Project P.S.C. Pre - stressed Concrete P.S.F. Pounds per Square Foot Pounds per Square Inch Paint (ed) Paper Towel Dispenser Paper Towel Dispenser/ Receptacle Paper Towel Receptacle Poly-Vinyl Chloride Quarry Tile Riser, Radius Return Air Grill Rubber Bose Rubber The 'Reinforced Conrete Pipe Roof Drain Recessed Drinking Fountain Redwood Reiforce c` Reference Re* -;c rater Re. s: er Pe- -orre Res;i;en t Rett:rr Revtse (ion) Roosting S.A.R. S.C. S.C.D. SCHED. SCR. S.D. SECT. SH. SHO. SH T. SH TH . SKL. SL. SIM. S.N.D. S.N.R. SNT S.P. SPC. SP. D. SPEC. SPKR. SPL. SQ. S.S. S. SK ST. STA. STD. STL. STR. STRUCT. SUS. SYM. SYN. SYS. S. T T. Tread T &G Tongue & Groove T.B. Towel Bar T.C. Top of Curb TEL. Telephone TEM. Tempered THERMO. Thermostat THK. Thick (ness) THRESH. Threshold TOL. Tolerance T.P. Top of Pavement T.P.D. Toilet Paper Dispenser T.PTN. Toilet Partition TR. Transom T.SL. Top of Slob T.ST. Top of Steel T.V. Television T.W. Top of Wall TYP. Typical U U.B.C. UND. UNF. UR. v S RF.H. RFL. R.H. RM. R.O. R/W R.W.L. v. VAC. VAR. V.B. VERT VEST. V.G. VIN. VNR. V.T. W W. W/ W.B. W.C. WD _ w. W'+. B M -_ *_M *70 %%s. WSC ". W ' e. Roof Hatch Reflect (ed) (ive) (or) Right Hand Room Rough Opening Right of Way Rain Water Leader Supply Air Register Solid Core Seat Cover Dispenser Schedule Screen Storm Drain Section Shelf (Shelves) Shore (d) (ing) Sheet Sheathing Skylight Sliding Similar Sanitary Napkin Dispenser Sanitary Napkin Receptacle Sealant Soundproof (ing) Spacer Soap Dispenser Specification Speaker Special Square Stainless Steel Service Sink Street Station Standard Steel Storage Structural Suspended Symmetrical Synthetic System South Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Grain Vinyl Veneer Vinyl Tile West With Wood Bose Water Closet Wood Window Wire Goss Water heater Wheel Bl.rnper *rough t :ror Wire 'Nest- *itr+ovt Water . •oc` ; M►cter Stop Yoo;/-scot Wes ► *Id: to of Mre+ded Ore West► y TENANT CE'VD AN T CAR RENTAL GROUP. INC. ; P_G- Boil 6 3937 South 26t' St- Dc.'as. Tx ✓ 5261 (972) 45 4062 A T TN : K AR S. t11E S TE RY ANN o S TERLI G REAL TN' ORGA1VZATIGIN P _ a Box 91723. 600 '6GtT Ave NE Beiiewe, WA 9®009 -1723 (425) 455-8T51 _ A N: NIKE L.A$C.A�TEI"' • ARCHITECTURAL LEGEND PROJECT TEAM ARCHITECT Bt. LINK DEMATTEI ASSOC,JATES ARCHITECTS 1 555 Baysnore Hwy_. Suite 300 Burlingame, CA 94010 (650) 692 -99 A TTh: CHANDLER EASON :1 1 STRUCTURAL C T ENON EERW4G t aO N id�ter •on St_ Suite 302 Sect/e. WA. 98 (206) 28S-4512 A TTN: RICK IFYBLE GOWNING CODES: 2003 INTERNATIONAL BOLDING CODE (BC) 2003 LNFOPII PLUMBING CODE (IPC) 2003 INTERNATIONAL MECHANICAL WOE (YC) 2003 al T rJNA TKI AL FIRE CODE (IC) 2003 WASHINGTON STATE ENERGY COOE. Cw1PTER 51- OAC BARRIER FE AcOSS PER 2003 IBC & ACC /AK9 A11 2043 eALS� iTON STATE 4:N TZA TAN & ftD00R NR p4At.J TV CODE (E A01111151RA1110N Mai ?APE Of OCCLIPPIIM. TYPE I» -- FULLY SPRINKLERED PER MFP„ T3 6. COWERoAi OFFicE FLOOR (SEE AQ.2) 16.515 S.F_ VO4402. • PROJECT DATA SHEET INDEX LATEST EDITIONS Of THE FO1LO 4G: NATONAL ELECTRICAL CODE (i c) NATIONAL Fee CODE (WC) pw TiC NAt r1RE PROTECTION AGENCY CODES AND STANDARDS (PIMA). P r� z".,,t w I Mti�''..L� A . TaLV6. M lti �.�.♦ : ... • V 1 40 , BLUM< DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 IBIURLISICAME -- CA -- 94010 TEL (650) 692 -9911 rn FAX (6.50) 692-0181 1111 NO. JA.E5 t EMATTEI TATE OF WASHINGTON REGISTERED ARCHITECT PLAN G. ,K REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE JOB NO 1101/04 2045703E1 A0.1 SHEE T 1 OF 'i 1/26/05 DATE i • BUILDING ANALYSIS Building anal** for Ebting buildings Administration Building: Existing theater concessions building is 16,575 sq.ft and is a Group B occupancy with Type III construction. Table 503 allows a 19,000 sq.ft Type IIIB building and therefore no area increase is required. Building has fire sprinklers; existing heads will be relocated as required to comply with the coverage requirements for new tenant improvements. The building has the following setbacks: 1) 150' or greater to the west and north property lines 2) 10' -1" to assumed south property line centered between this building and the existing maintenance building (20' -2" total building separation) 3) 72' -6" to assumed east property line between this building and QTA building (145' separation) and 16' -10" south to assumed property line between this building and the maintenance building (33' -4" total building separation) except in a limited area where the separation is 7-9" (15-6" total building separation). The building is a Type III building with two-hour fire rated exterior walls as required per table 601. The exterior walls are 8" thick concrete block; 4" concrete block is rated two hours per table 720.1(2), item 3. Where building separation is Tess than 10', exterior walls are fire rated one hour as required by Table 602 with 8" thick concrete block. The administration building and the maintenance building can be considered as one building per section 503.1.3, exception 506.2.1.1 and 2 and 507.4.1 through 3 with these buildings within the limitations of table 503 modified by sections 504 and 506. This building would then be considered as having an unlimited area using the minimum setback of 40' to the west property line for the building canopy and 56' to the face of the existing bowling alley on the west and south property lines. Typo IN existing construction defined: IBC 2003 defines Type 111 construction in section 6C'2.3 as "construction in which the exterior walls are of non - combustible material and the interior wclis are of any material permitted by code. Fire - retardant - treated wood framing complying with Section 2302.2 shall be oer- within exterior wall assemblies of two hours or Tess." All exterior walls are constructed of non- co^r-:..st e ^'aterial: concrete masonry units, concrete, storefront glass wall and frame, and metal doors and frames. Molls are constructed of material permitted by this code. Table 601 defines Type 111 B as having zer: '-e - mss s :z.nce rating for the structural frame, interior bearing walls, non - bearing interior or exterior watts aria construction and roof construction. The existing building elements meets this requirement. fire rated per table 720.1(2) material t. a 3.Concrete masonry units. The exterior bearing walls are required tc ; -~ z_ =re rated. The exterior walls of the Administration building are either 8" thick concrete walls or 8" th:cx . •- . -e. e ∎i zsonry Unit (CMU) walls. All 8" thick concrete walls are four -hour : MU walls are 4-hour fire rated per table 720.1(2) material • CONSTRUCTION NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR ", "CLR" OR "HOLD" W/0 WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. � PLAN CHECK NOTES *1 Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of Occupancy. *2 Emergency lighting will be provided as required by I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting information and locations. *3 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings. *4 Doors 105, 104, 113, 114, 103, 115, 139, 140 and 102 shall be insulated to the minimum requirements of on S -1 Occupancy for a semi - heated space, per Washington State Energy Code Section 1310.2. *5 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Ports Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings. l'oi••1#... Lib • lb 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A -201, LATEST EDITION, SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY/MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPLIANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH THE BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 20. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE. 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER /STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE FIRE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBLIES SHALL HAVE A U.L. APPROVED LABEL. ALL DOOR HARDWARE SHALL COMPLY IN TH THE ADA SECTION "DOOR h ARDw ARE' . PROVIDE SIGN AGE FOR COMPLIANCE FROM THE INSiW( 141 THOU T THE USE OF A KE Y. SPE Cl AL KNOWLEDGE OR EFFORT. 24. ALL DiUEIsSi!ONS SH ALI. BE' AS INDICA TED ON THE DRAWINGS. OR AS CLARIFIED BY BOA UNDER P40 CIRCUMSTANCES SHALL DIMENSIONS BE DETERMINED B Y SC AL!NG THE DRAWINGS. 25. D+MENSIOIVS ARE TO FACE OF STUD OR F ACE OF FINISH OR CEN TERLINiE OF COL.:IAN OR Q TERL,NE of MA ow MULLION UNLESS o DIERSISE NOS. ALL NEW FINfiSHES ARE TO ALIGN Wt TH EXISTIN., FINISHES MA THOU T EVIDENCE OF ADDITION N UNLESS C THERIIMSE NO TD. 26. NO WORK DEFEC T VE rs CONS TRUC T10•4 OR QU ALi TY, OR DEF)COEYE IN AN" REOUIREMEN T OF THE CQN TR AC T DOCLIMEN TS MIL BE ACCEP TABLE IN CONSEQUENCE OF CDC AN rS OR BD A'S F AJ L URE TO DISCOVER OR PO 4T OUT SAID DEFEC TS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE 1rIItJRsK iREVEALED TIM THIN TI-+E GU ARAN TEE PERIL 91 ALL BE REPLACED BY WORN copiFoRwING rc THE CoN TRACT, NO PAINT. El TIER PARTIAL OR FINAL. SMALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR afFiRoPER MATERIALS. 27. CONTRACTOR SHALL PROVIDE COWRIE TE PRODUCT DATA MID RELA ZED PR JEC T DOSE OUT IAFOiIIA TOON APPROPRIA TE FOR CE7 N TS WAN TENANCE AND OPERATION OF PRooucT5 FURNISHED UNDER TIE cwfTRAC GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE -YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEILING NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1-1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBUC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. (NOT USED) 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7-02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN REVIEW. 12. A SEPARATE PERMIT IS REQUIRED FOR 8' -0" HIGH CHAIN UNK SECURITY FENCE. 13. A SEPARATE PERMIT IS REQUIRED FOR THE ABOVE- GROUND FUEL TANK. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED F1RE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC F1RE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. #13, #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR iNDIS TRI AL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA F1RE MARSHAL FOR APPROVAL THE FIRE ALARM PLANS ARE TO BE SUBUI T TED DIRECTLY TO THE TUKWIL.A FIRE MARSHAL FOR APPROVAL. SUBMIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE. ONE FOP COMPANY FILE. AND ONE FOR THE JOB SITE (CITY ORDINANCE NO 20.50) 5. SPECIAL INSTALLATIONS OF FIXED EXTlNrk,:S►iER SYSTEMS. FIRE ALARM SYSTEMS. DUST COLLECTORS, FUEL S TORAGE. E IC., REQUIRE SEP AR A TE PLANS AND PERMI TS. PLANS TO BE SUBIW TIED TO T kE FIRE MARSHAL PRIOR TO START OF INSTALLATION. (CITY ORf)fNANCE NOS. 2051 AND 2047) 5. PORTABLE FIRE EXTINGUISHERS **IL 8E RE3U RED :N PNiSHE"'D BUILDINGS PER N.F.P. A. X10 (MINIMUM RATING 2A. IOBC). 7 BUILDINGS tJ TIU ZING STORAGE CAF UGH o' LED :. OW13ST1BLE S TOO( MU REQUIRE MECHANICAL SMOKE REMOVAL PER CH AP TER 23 OF THE 2003 IN TERN T)QNAL PARE CODE. 8. NO BUILDING WILL BE OCCUPIED. BY PE OP! E CR MERCHANDISE. FOR TO APPROVAL AND INSPECTION BY PRE AND BUILDING DEP 5. SPECIAL FIRE DEP AR THEN T PERM TS ARE RE QUiRED FOR SUCH THINGS AS: STORAGE OF COMPRESSED GAS. CRYOGEN'S. DRY cLE out4As REPAJ7 GARAGES, PLACES OF ASSEMBUT. STORAGE OF HAZAR[)OUS III A TRIALS, FLANNAB E OR COMBUSTIBLE LI LIDS OR SOLIDS. LPG. VaDet.G AND CuT11P G OPERA DONS. SPRAY PANTING. ETC. (M11EZ ADONAL AR( CODE SEC;1Cw1 t05) "3 FEE DEPARTMENT bEHIQF ACCESS IS R£Ou1REL 170 *THIN 150' OF ANY PORTION OF IW EXTERIOR WALL OF I)IE FIRST STORY FIRE DEP AR ANENT ACCESS ROADS IN EXCESS OF s 50` REouIRE A TURN AROUND. FIRE DEPARTMENT ACCESS ROADS SHALL BE LOT LESS THAN 20" 1IIDE 11111)i AN 1IMOBSTRUVED VERUCAL CIE ARANCE OF IT (CITY ORDINANCE NO. 2047) • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY51-$ORE HWY 0300 CA - 94010 ■ B T. (650) 692 -99 71 FAX (6. 0) 692 -0181 ME N 77 -� .. ......••■•••••■• . SHEET ! PLAN CHECK REVISION U 0 cc 0 (.9 Q z -J m bccPcs 01-. agcl4e1 (i) Lli P R I 0 Olg DA '1 JOB 40 1VMM 20467 A02 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEIR MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 4 BICYCLE PARKINS 5L1DIN6 6ATE5 QTA FACLJTY a CHARRO RESTAURANT +AC) • REQ'D SLD6 SETBACK (SHOWN DASFED - SEE BOXED NOTE) w I EXTERIOR IMPROVETINTS SEPARATE PERK T) .� (TYP) I ,� ('N) MAN -{SATE Y+V PINPAD SECt (UNDER SEPARATE PERMIT DOLLAR SIT -A -CAR O&) WASHINGTON STATE PATROL oac) MID 11•1. IN111•1111111mr al" 411111) .111=111.■ IOW MD IMM111111111M. gib 411=1111111111M U. ►5b•3b5411 106201* Mi LONTINUM5 04,) eteARPRAL • +OR OF LANDSCAPINS FENCE F1304r) N05 °54'5q"E 4.51' N3 31.87' L = b8 A = 8 °11'46` 1 R : 477.68' S IAL .0. N82•025q1^4 324.59' — H 'rola fr-s rt-e-e — / CELL k PHONE x TOWER (N-1410 Power vault FENCING 4 STORAGE CONTAINER (UNDER SEPARATE FENC INS PERMIT) (E) LIGHT STANDARD - REMOVE I REPLACE W/ (N) SITE LIGHT F9XT. (TYP) - SEE DESI6N -BUILD ELEC DIN65 (UNDER SEPARATE PERMIT) (E) LANDSSCAPIN6 (TYP SHOWN SHADED LIGHT) SEE LANDSCAPE SEPARATE PERMIT) (E) TREES (TYP) FUTURE ABOVE- cRouHv GAS TANG E ENCLOSURE SEPARATE ,/ PERMIT) A - 010 4 ' e' O n r 4 (E) FIRE HYDRANT WI/ 4 (N) BOLLARDS AS SHOPS,' F'wURE QTA FAGIUTY A NDER SEPARATE PERMIT) \ \��.� \ �s + \ \ F�GE CTYP� O n 0 2 rC26`505 "rI 4+q4' N89' 30"5q'E 5.44 N8q'3059'E 150' 157"575414 40.11Y ONING ' C (RE ,DING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) GUARDBOOTH (1 FLOOR) QTA OR) ,1 59 TOTAL (1 FLO BUILDI (6 CANOPIES (E) CANOPIES (N) CANOPIES CANOPY TOTAL PARKING DATA NOTE: EUILPIN6 PERMIT APPLICATION FOR TENANT I TS FOR ADMINISTRATION FACILITY; NO SITE WORK. SITE PLAN 15 FOR RmICE ONLY. NOTE: THEATER mmounott QTA, ABOVE - 6RORV & 5 TAW, EXTERIOR It4FROVEMENT5 NV SITE SECURITY 4 FENCING MORK ARE ALL UDDER SEPARATE PIT'S. NOTE: TUKWILA INTL BLVD: 5 160TH ST: HWY 158: ALL OTHBZ SIDS: SHUTTLE PARK 1 __12 15 30 60 20' 10' 10' 10' 120 AL COMMERCIAL) BUILDING U OFFICE OFFICE CAR MAINTENANCE SECURITY APNs PARCEL 1 222304 - 9101 - PARCEL 3 222304 -9001 -03 PARCEL 2 222304 PARCEL 4 22230,9102 -01 SITS AREAS BUILDINGS 50,801 SF (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27,039 SF (E) PAVING 418,015 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) (•1) PAVING 38,334 SF TOTAL SITE 658,723 SF 8,508 SF 9.506 SF 18,014 SF SQUARE BUILDING FOOTAGE MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20.614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GU ARDBOOTH 48 SF (1 FLOOR) QTA 9,899 SF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS BICYCLE PARKING DATA SQUARE BUILDING MUM" ' ADMINISTRATION 16,684 SF (1 FLOOR) MAINTENANCE 30,329 SF (1 FLOOR) QTA 9,899 SF (1 FLOOR) (INCLUDING CANOPY) CAR WASH. FUELING S -1 SF CANOPY NOT INCLUDED) OCCUPANCY Cl ASSIFICATION. SQUARE FOOTAGE B B S--1 U PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL /1000 SF BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS k•„„ ' TYPE III TYPE III TYPE V TYPE II QUARTER: SC T19N: TOWNSHIP: RAN 12 04*. • } 16,684 SF 30,329 SF 48 SF 3,740 SF 50,801 SF SW 1/4 OF SW 1/4 22 23IV 4E., W.M. STALLS STALLS REQUIRED PROVIDED 30 31 21 23 51 53 1 1 13 113 121 SPACES SPACES REQUIREQ PROVIDED 1 1 2 2 1 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS Ala 1555 BAYSHORE HWY •300 N BURLGAME - CA - 94010 TEL (650) 692-9911 FAX (650) 692-0161 111 DRS MODIFICATION PLAN CHECK NO REVISION CU Q. 0 J � CC 0 (.9 H m z —I < °D CC ac � z 4.1 Z� W 0 ,R7B 40. At1 9T 3 Cr 1 S 4/14/05 2/25/05 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O 0 RI DATE (R) WCs IN BOTH TOILET ROOMS (TYP (R) ALL TOILET PARTITIONS IN BOTH () TOILET ROOMS (TYP) (E,) SINK TO REMAIN cEJ coNcFMTE COWAN MATCH LIE C DAl21 w w �� B DA2 B (E) ROOF ED6E --� (E) CONCRETE COLUMN 5(E)LAYsTOSE RELOCATED IN NEW —3 COUNTERTOP 3(E)LAVsTOBE RELOCATED IN NEW -- - COUNTERTOP 1� /L/\ (R) (R) EXTERIOR GLAZING, PREPARE AREA FOR i (fit) SPAN . PA 41.5, (E) MULLIONS TO REMAIN \ H (E) 6UARDRAIL- #E16HT t TO REMAIN °-�-� (R) / (L) ROOF DRAiNA6E IN FURRED COLUMN TO REMAIN (VIP) - REROUTE AS NECESSARY AROWD Nal FOOTING I - - n I I I I I I I I (R) I NTERIOR WALLS AND COLUMNS (E) WALLS WPPORTIN6 ROOF STRUCTURE ABOVE TO REMAIN 2 OF 3 (t) URINALS TO -P., BE RELOCATED, I I REMAINING TO BE I I REMOVED (SEE AI2.1) I1 w i (R) THREE DFs (V TWO DFs (E) MOP SINK TO REMAIN (E) WALLS SUPPORTING ROOF STRUCTURE ABOVE TO REMAIN (TYP) (t) 4 6 x4 "x1 /4' STEEL TUBE COLUMN AND ASSOCIATED 6LV -LAM BEAMS ABOVE TO REMAIN (`TYP) 1 (R) FLOOR AND ASSOCIATED WALLS, GOUfr4 S, DOORS, AMP WINDOWS IN PREPARATION FOR NEW FOUNDATION - SEE STRUCTURAL (,) 4'x4'x1 /4' STEEL TUBE COL111.1 AND (L) FURRING TO REMAIN (R) 4 STEEL TAE COLUMN AND (E) FURRING DEMOLflON NOTES NSW 1. PERFORM ALL OGIOU1KM WM( IENOW4.OR PL1ERMION 11011L REQUIRED 10 COMPLEX 1E PRO4ECT IN PAL 001.LIANCE ■1H 1E WENT OF VIE Al 01111ECIURPL ORMINOS AND SPECI1CA11016. SEE 110.1. 2. COP. TR AC' 3R Srt AL:. ADHERE TO ALL CON STRUCN» CODES. RULES ANC RE AS SET BY FEDERAL STATE AND LOCAL CODES." 3. A`_ CON TR AC TORS. SJBCON TR AC TORS. AND E 0u-1:WEN T i•S T A. L.: S+4 AL:- BE SPONS BLE FOR WW A 7 Pc Or Ex5 - '40G COW> IONS AK) SYSTEMS BEF ORE S ' AP ■4C tl rC".L J)W „ • ^r ; E LOCA 7, 01AiS AFC SER v to THE Cop TR AC ToR SHALL RE .4€11 OR A CGS AND SPE act A''IONS TO CAA IV: 4C. euk,,ING Z rs Ah V V AR! A<NCF OR JtSC `EF S r' A ' ARISE FROM `' ABOVE RE"E1N 9.• AL, EIE REPORTED `C THE A►RO.* TE C T AFC CAL %MEDI A TE' FOR RESOLJT10111_ AH" AND ALL 3E-LA YS ANA) ADD TONAL COSTS RE so_ TINIG 'ROM E 11 - ER THE PIMPLE E TE AND/OR 1fr4 TIME. " SaslIS9ON aF THE . ABO PORT Si' AL . BE NE SOLE RE Tti OF THE CON TRAC TO R -0 ROW ADSTRAflON BULDIG DEMOUflON PLAN fit (E) ELECTRICAL ROOM TO REMAIN . R t ) • L. R - -'. W t TO R EMAIN) i .s- Ct r� / (R) rr 1 II w w I - (R) DOORS AT TOP OF RAMP (ABOVE ELEGTRIGAL ROOM) It I U (R) COUNTERTOPS, CABINETRY, AMP ASSOCIATED SOFFIT ABOVE (TYP) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS TH ARE TO REMAIN. CUTTING WORK SHALL BE DONE MI TH MINIMUM) DAMAGE TO SuRRWNDING SURcACES MR1IC}1 ARE TO REMAIN SJG 4 A1PR01EMEN TS THAT ARE DAMAGED BY THE CONTRACTOR. SHALL BE REPLACED AT KS EXPENSE. 5. Ti '€ OGNTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE .I0B9't AS AEU AS ALL ADJACENT ARE AS +v =ECTED BY CONSTRUCTION BROOM CLEAN AT ALL TES. S. caws 10 /AIRY MAIL OE WRACED N COMPLIANCE _1. ALL SEISMIC MD MUM C 7 �.7 1t1 AC TOR SH ALL REMOVE PAR 71 ?TOTS AS NC'E C 314 4u5 NCI L1O 4G AP. Y Ol rLE TS AIMD SHINTO ES. CASEVICRR. a ASS. DOORS ANC FRAMES N TH P;R"* ALL REL SABLE MATERIALS DtSY Ah r`s mom puS TLNC WORK SH ALL BECOME THE PRCpERry or 71E BUk.D SIG OVER_ CONTACT BURG N,IANAGER REGARDING S TOW NG CO CTI P'06+IG OF ENSTNG rA TE7aALS DrSPOSyAL ,4E'..SE OF ETOST NG CONSTRUCTON NOTE MEE Al21 FOR 'TENANT WROVEIENT mrnorlum w f111/1111 (R) ALL GONGE56iON5, C TERTOPS, AND EQUIPTINT (TYP) (E) PLAZA _: ALL TOILET . i.. . .P *4 BOTH t tat W ROOMS m,) 1 1 . �-- J (R) W G i G PLUMBING I SLAB. n couNTIR cosrEric r- >r dW ARE FOR • • - MINISH TO MATG14 (W'' (R) DECORATIVE GOLU146 -- 4 ASSOCIATED SOFFIT ABOVE (TYP) SIB M w fa B. E )C S TING DU T WORK. PIPING. PLUMBING AND CONDUITS SN ALL BE CAPPED A T PINT OF ORIGIN. All UNUSED u TIU TY SERVICES wI THIN THE DE M OU T1GN AREAS SH ALL BE DISCONNEC TEED. REMOVED AND CAPPED. THE LOCATIONS OF THE DISCONNECTED U TIU TIES SH ALL BE MARKED AND IN CA TED ON RECORD DOCU1EN TS_ 9. ALL EXISTING TELEPHONE OR DATA CABLING NOT REUSED SHAT: BE REMOVED TO POINT OF ORIGIN_ to CONTRACTOR SHALL EMPLOv ALL AVA&A8LE TECMwa.ES FOR COFfST'Ruc TION NOISE AND DUST ABA TK T t CONTR %.1 ALL COCRr.N+iATE a ""49C AL rECH AMC AL_ ? :WING A/C FRE SoRwAK DER WORK •4CH REOLARES NTERRtPTICN OF PCNER_ AND MEc+Apa AL •ORri NCH REQUIRES IN TERRO'TION OF 4VAC SYSTEM. t2_ F2E>1 o E ALL ExSSTwG FLOOR FTWSHES. CARPET. F AC AND A T ► ACHMEN T ACCESSORES, All POOR PEN( TRA WOKS (OI:TL TS. mcLES. ETC) SILL BE FLIED WOO TP PRIOR TO IrSTA&LA TKP4 Cr FLOOR COvERIMG E XIS TING ADJACENT F LOORS AND MAILS NOT A'E. CvED. BE► AFFECTED Br IX1IOUTION 9J. BE RJII" PREP ARM FOR INSTALLATION OF 1 1♦ FINISHES CONTRACTOR TO PREPARE ALA. FLOATS TO RECEIVE N1• FINISHES, (V) CONCRETE WALL -- GUT DONN IN IEI&HT. (UNDER SEPARATE PERMIT) (R) DOORS AT RAMP ,...or....■. (E) PL UMBIN6 WALL TO ;REMAIN ( (1‘) THREE HAND DRYERS (E) LAYS TO REMAIN ,/ (E) JANITOR'S CLOSET I ASSOCIATED PLUMBING FIXTURES TO REMAIN // // / '(R ) 1/ G l\ I I I it \ \\ ` i/ / N COUNTERTOPS, DISPLAY GASES, DFES, AND ASSOCIATED SOFFIT ABOVE (TYP) cW WALL (R) // (R) i f— f, w w f SEE DA21B FOR MANTENANCE BLDG DEMOLITION - - - -- --, I I I II I I k \II (R) FLOOR FOR FOUNDATION - 5EE STRUCTURAL I S 13. ALL O 61114 ELECRIICAL M REMIXED WALLS 6 REQUIRED 10 AND L CMT SR1OE5 10 SE MOCKED M HALLS 10 lEYWIL MOM 04.1 aECNICOL IRS AND PURIIIIIIC PrING DAM 10 POW OF DI 1M .LS 11AT ARE 14. 00111RE1ELY MOW ALL MARIO E/DATA MUM AND S1t 15. SEE MEET AD.1 FOR 0016111UClION NOWS MS SAL NIME'S M PAIN! AND IMPAIR aL. IOUS AS MEWED FOR NEW PAINT mat n. All (4 eecwc+r. poet PURISM MID 111MC WORK 10 E 11101011ED IF 110? REUSED RR g=4111e IMPRIIBBflS 8 1@ DESIIMI-OUILP (E) 2 URINALS AND ASSOCIATED WATER TANKS TO REMAIN (R) 5 URINALS I WALL UP I ov T..11 1:1-1 L . ,L 1 • 4 EXI5T1N6 AND PREPARE OPENIN6 FOR Tit DOOR 4 w ii U lel (R) PI UP INb FIXTURES I GAP PLLkeIN6 w w II ;� okr\P (E) I 1 DEMOUflON LEGEND O = 9 OR) f OV REMO* EXISTING IDOSTWIG WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN (E) TICKET BOOTH TO REMAIN (TO BE USED FOR (E) ROOF ED6E EX:STIIIG DOOR ADO /CR WALi TO BE REMOVED. EXISTING DOOR TO BE RE -USED OR RETURNED TO BUILDING MANAGDAID4 T. PATCH & REPANR MOS}E& f,= 1)0 1441- (E.) CANOPY TO REMAIN (�) LI6FTrs 0 • MATCH _LINE C DAl21 B DA2'B 0 f.- C ; - BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1353 BAYS• -LORE HWY 40300 BURLJNIGANIE - CA - 94010 TEL (650) 692-9911 NM FAX (650) 692 -0181 ■ NO. REVISION .N;;; C: !: "✓ ; '� "� •. t= T - DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a cc Icsq sc9 O 3 � W m Z z ts � 0 Eiji a z 2 cc 0 i-- 4i I CI 2 3 c 2 F1 :04 M itlb 0 w < 0 GATE .108 p . 111f1/04 120457 DM21 SHEET 4 OF II a 0 1P3 i; i L •... • • • Ani • ► I. • TENANT IMPROVEMENT for CENDANT CAR RENTAL GROUP, INC. 16820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 • MAINTENANCE AND ADMINISTRATION BLDG OVERALL FLOOR PLAN 1/1e"4-0" ()(4 mu* mls ,=R§00_ mei 1;1110,0$ -4oZ N f n C PE5 coIC>2 D as • • cp u . >: A8 7 0 Q 3)1?la • ig 0 0 • (E) ROOF ----a COORDINATE 51ZE OF POCKET W/ DOOR MFR. LI N EXTEMOR STOREFRONT D001; I P R • R00145 � 223. 22, 220, 242, 24i 4 240 ('TYP) , COPIER 24 SIPPUES/ STORAGE 4 -10' (N) CONC. SHEARPIALL (5EE 5TRUCT) : r FOR EMPLOYEE I - -IN (AMC (t) ROOF - EDGE l (t) (V) 1 !do I MATCH 1 1..1E C 1 Al2.1 r ■ A28 Q ■ _ - - (N) SPANDREL PANES t CHAIN LINK FENCE CE TBZ WALL ON COLUMN AD1STRAflON BULDUG FLOOR PLAN ■ _ WM - SEE A21 FOR MAINTENANCE BI&DNG - MEP -.--__ NOTE Nen storefront gima doom rail be provided and r taHed at door marts 223. Mt, 220, 242, 241 apd 240 . * c h Rare 40 of specjFication s•ctior+ alb.. R vaae at Maintenance (existing bv.ling alloy) and Aa (theater concession) buiklincfra (E) PLAZA — • MINK �r wili■ I s z saw wee l oess W# 1 ) *P. IM■t Milk Rf1 ar 1/s as C3 I M M VsloMeg bi• ►Owewalit/ Yams a.1glillttMk Ono we awl w 1. MSC • LO WOW. alS1111.11Illk sr nil tleR !1111Cs e!■rr.b PIM114wk wesrlF1 lIIOC * s Roe The scraped watt for >!s, tsrttint inginommolls s a amity leatlar remeed b M man bolo* alt dii• b a Car Illebeemmoe Froakp aid writ Mawr ai spa miles Im011ee ban AlleilekebeIes tits euMO (1 a_ belb ter Its•■ / apeeeet Pew Lint all be amtaJ_ J irws Mae and ememmesioe ttd■ies tar meal ay attest ms. S m f _ rtii9s ats aowettl, MINN r _ Ari a mans be Dais Isis wrsllpe OW 1s mat esw ta- _1 • rerellamed an a n d m e a m e loI& ii.rll ee eppeles w r iae ter oow.i.ta. tltt rNAIPMEC . TVLJ* a sir emmeme a l torte w raw cosiorniecala is est wgube/ b be wail _Ilea d ltr enmllpe • gramillboist 1M1 Insukilas wiaelrotrl 1111■brrlws are/ alblEvelbellas bi/tr a z Mabel WAS PM of taw edam immernot asierg- b r eopea tl at a blot *Oa eses arm 11- lellowr mss 2 rm • eullimrr pernaltr bowSs• mei 44 rl w._ - no_ opine se Ss z etOw% wM■e b b g.s.r awa lOsem aft elmilm ego* trs.r.Om. (E) (E.) (N) MULLION &LA55 IN (V PERIMETER FRAME (V) PLAZA I I I I I 32 ()CANOPY - -r CENTER () WALL BET ( DOORS (r(P) f • (r.) CANOPY 0 g _ _ C _ C C L.EGB1D (E) - EXISTING (N) - NEW DN - DOWN I 0 • - SEE ' air TC 4 F.O.S. D1i�i TO I F.O_FIN. (E) WALL (N) CEILING kE•GH SEES . A \8i, • T DIM TO CEN TER t ALIGN (N) ONE -4OUR =IRE -RA TED WALL 0 £ WAS (N) CM1 i w&&t - SEE STRUCTURAL (N Tom- HOUR r -RATED ii4skiA TED WALL - SEE 0o110-011.--f MATCH LJNE C Al2.1 f" Jf _ !\./, 1 • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 6AYSHORE HWY *300 CA - 94010 TEL (650) 692 -9971 NM FAX (650) 692.0181 ■ NO. SHEET S TA fi C.". "A f ` -17 PLAN CHECK GIT1' PLAN CHECK DA 11fl1�04 REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U 0 cc. (.9% J z-J b ¢ B 1 0 1 01.<i E zg i c 24:CN . C 2 3 .1 16 JOB wa. 2067 Al21 12/8/04 DATE b 1 — .' . G M A • MATCH U E C ,Al2.E B A213E +42' GFI .. 4 L� __• .�. _ .- c. F- [ I L - r L -_ +42" • . — -J — — • f i . • MEN 207 ----- EMPLOYEE - C4IECK -IN J� 3 g t COMPUTERS 1 - 4g RECEPTION L201 • r• `i -- n: 'I �'r 9 't'f T rtt I. F r al WV GA MAILROOM 209 s — — I — POWER POLE FOR TELE/DATA LINES TO j TRAINING DESKS (TYP OF 4) FUTURE SATES I TV_ I • : — — (E) ELECTRICAL WIRED FOR DATA 4 PHONE FOR FUTURE OFFICES AND CUBICLES 1 . STORAGE 1 213 1, ; • • } L 202 1 — — ; - ADP.1STRAT1ON BLLDIIG ELECTRICAL PLAN COIFED T1 SALES -- MANAGER 222 i 1203 SALES I L221 — — t_ — — --41) { COPER +42' THIS ROOM (TYP) COPY/FAX STORAGE • ,,- +12' GFI ; /-!" _ >. (DI SPOSAL) /'' +42" GFI — — DOCUMENT STORAGE • 1 216 219 \,f • 'N - C • • • IMMO MIN +42' GFI 1 r 20 V_ I 'y • 20 20 t,) hi 225 ; — — 230 SEE A2E FOR MAINTENANCE BUILDING STORAGE SUPPLES/ STORAGE r246 — — + GFI [ 231 4 VERTICAL PLYWOOD BACKBOARD - PAINT t I; \ ELECTRICAL NOTES LF STORAGE [am 11 TELECOM - • - 1 2341 - ti. SEE Alal FOR Nr.E11ERAL R CUP$T /C11QN>i Bolles. 233 [ 239 i • 7 FURNISH AND INSTALL UNDERWRITERS LA8tA TORIES. INC. (LR) LABELED Dewlaps T►+IRICIEl040 j T_ CE) ELECTRICAL/ C HANCAL f 2271 j STORAGE [235 1. DOSTALLA11aI SHALL SE M COMPUANCE TIM ALL PPPUCHYLE LANS AND GOOa AND ENFORCED BY THE CITY OF lUICULA SUMO DEPT. MI CASE OF CONFUCT 1 moillECIURPL PLANS MD MECHANICAL PAID EIMMICAL PLANS NEICANDING LOCATION CF SIMMS, WHY FDCIISE'S AND ELECTMCAL OUTLETS. MME ANCIITECRJRAL PLAINS SMALL GOMM CONTRACTOR SEE MALL Q �Y M Ou IC YEIME..Y F PAY OISC1�AIICY ocx . S, 2. CONTRACTOR 9HALI. LOCATE ALL TELEPHONE AND ELECTRICAL OUTLETS, AND 9• ALL vERIFY THEY WI TH CEIA) AN T M THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIIMEN90KS ARE TC THE C N TER OF THE C OVERPL..A TES- CtUS TERS OF OUTLETS ARE TO BE D111EN90NED TO TIC CENTER CF THE CLUSTER UNLESS 0 THERMSE NOTED. GANG COVERPL a TES SH ALL BE ONE -PIECE TYPE UNLESS OTI ERNSE NOTED. COLOR SHALL BE WH TE. 4. OU TIE TS SN! AL: BE OFFSE ANC NOT VOUN TED BACK - TO- BACK _ SEP 8 ACx TO BACK OUTLETS 2' - O' MIN . AT P AR n'IONS UNLESS C T!-ER WISE NOTED 5 - MAIN T JUN 4' f+C>R±2ON'AL CLEARANCE al ALL MEC TICKS FROM EDGE OF C011EIRPL.A TE FOR HALL MNOUN TED OU *LE TS_ OR WONUEINNi T FCC' FLOOR IOLA TED NCU TLE TS AWACEN T TO A L. COLUMN,. CC UNLESS O TOTED. 6. CON TRAC TOR SHALL VERIFY SPECIAL CONSTRUCTION REQUIRING SPEO AL DETECTS AND SNIP TCztiES FOR MOUNTING OK ARE RA TED WALLS TO MAIN TANA THE RA TING PER LOCAL AND STATE BUILDING CODES. II MIME MINE MOON Its RR NEPIIIINCE ara 11E 1r COI= ISCA11011 arm OIENDISers MINOR 9 !REFER TO THE 1EOHANICAL DRAWINGS FOR THERMOSTAT LOCATIONS 1EW LOCA TUNIS THE FIELD 1I11N CEIi DINT flit FURIINTURE PLAN PRIOR TO WISTALLAROW DISTRICT MANAGER 236 ADMIN. ASSIST. 238 , I 1: DISTRICT . �. • MANAGER I 23 i \ I I; ; , ARPORT __ ... OPERATIONS M9R. • j_240-1 -� OPERATIONS AIRPORT { 241-} — — — • CE) MECHANICAL 228 141_ -- — :I-- --r: - - r =_ f • \- ice - 1; -- (E) BOOTH OR sHurrLERO - --Iii 1 250 1 1 POWER /TEL -DATA & SWITH LOCATION NOTES: • I . — isms °t s i : • 1. ALL WALL mums SHALL E MOLMED AT ir CLCL MANE FINISHED FLOC! MESS CIDEININIE MUM 2 ALL WALL WR ETS, DEUCES AND 9111ICIES 10 E UM IMO COVOIPLAWS 10 OE MX. 3. ALL ADJACENT OUTLETS SHALL BE ALKYD ALONG DEVICE OEN TERLNES. CENTERUNE TO C NTERUNE DIMENSIONS OF ANY NEW OUTLET PAIRS SHALL NOT EX( 6. CUTLETS ARE TO BE MOUNTED ON THE NEAREST STUD TO THE INDICA TED D1MIDISI N . SHOULD JOB CONDI TlONS PRECLUDE THE sPEarco LOC A ION OR A1. G P4 T OF OU TL.ET. THE CONTRACTOR 94ALL 44O TFY THE ARCHITECT FOR APPROVAL OF AN ALTERNtA 1E LOCA MN. PRIOR TO PROCEEDING OF T IE WORK_ GANG SWTCH S AND OUTLETS. 4 E. / TEL - DATA OUTLET LOCA T ON PLAN IS FOR THE LOCA T10N OF P.IEa TACLES C &Y. CRWl TING LAYOUT AND ELECTRICAL SPECIFIC/1 T10 N/S ARE BY ELECTRICAL ENGINEER_ 5 ALL OWLET T ARE FROM THE FACE of STUD TO CENTERUNE CF X� PLATE. UNLESS Nth THERMISE Kam. 6 ALL WRING IS TO BE CONCEALED BEHIND DRYWALL AND ALL OU T BOXES SHALL BE FLUSH Will F OF DRYWALL 7 NO FLOOR OR 'PALL OUTLETS SHALL BE CONNECTED TO UCH TING CIRCUITS. 5. ANY MORN RECILMM D TO MAINTAIN (WORM a1TLETS TO t 5 MURO Ni THE SCOPE OF WOOL 9_ ALL SMIT(?IPLATES TO BE 4' -Q" 0.CC. A.F.F. 10_ GENERAL OONTRACTON TO Pi(Or11p( MALI. BODES AND PULL SINGS FXR DATA AND 1EIEPNI O E 61 MR.% TED, NONN- INSWI WD MALLS O R RN1LLBOar . CONCuT A10 PtEL Caw N RATED NC AICQJS ILLS DATA AND TIOLEPTIONE MfING TO INDIVIDUAL STA11016 8v COCIAmers VENDOR sms — — — MINN — — AKROOM : 122 D OED!CA TM L DUPLEX WALL POWER OUTLET GFI GA WALL POWER OU TtET WALL POKIER OUTLET - COPIER (VERIFY RE QUIRE MEN TS) QUAD WALL POSER OU TIE T • MATCH LIE C Al2.1 . E111111 A2.�3E i A 4 A ALL WALL OUTLETS ARE NEW 0 15" AFF U.O.N 4 2 OUTLETS 20 AMP DEDICATED IQ+ JuAcTP i Box - CONFIRM ElE C ? R I C AL RE DUKE E N TS TM TENAN T P TELE /DA '. A WALL OW - LE 4 1L i C 7- ' l V ` Jt .' • ib BLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 9300 BURLINGAME _CA _941010 TEL (650) 692 --9911 FAX (6.50) 692 -0151 ■ NO. U Z SHEET 7 • E CT REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES- ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT a 0 CC 0 (.9 Q J Z W � g <Cr o 81-4 Q 101.< 0 I roe Nc_ 2067 Al2.E OF 111 DATE • MATCH LICE C L Al21 B B FIRE SPRI LER RISER X 208 (E) ELECTRICAL ROOM L. 210 STORAG 215 STORAG 213 LARGE CONFERENCE 214 •• bfi■ - am am i• ■■ am •. 1• MI •■ ■■ ER MI ■■ 7T Gn am mu :I/ 1P.ff 11111 INIM :210 MM 1111111 MO i =a IRi • 1 ■■ ai •I II IPM 11,g1 1iil�li�l�f�l���1111/ AIRPORT OPERATIONS MGR 241 (E) WOMEN 206 RECEPTION 201 HALL 204 WIZARD TRAINING 218 F iT`..JRE SALES SUPPORT SALES MANAGER L222 SALES 221 __ _ WOMEN 231 LF" STORAGE 226 HR • OFFICE 245 STORAGE 235 CiTY L - MANAaE? 242 DISTRICT MANAGER 236 (E) MECHANICAL 1. 228 =ID 011111INEMMOD MIMI IMO __ w _ I _ SEE A2.1 FOR MANTENANCi BULDING ADItISTRA11ON BLLDUG FNSH FLOOR PLAN _ IMMIP _ ■ i 11•111111111111■11 I _ HALL 225 OF _ _ MANAGER 244 w OM U S i' CITY R MANAGER 243 r • • HALL 239 _ r ADMIN. ASSISI. 1 M _ HALL M _ INTERIOR FINISHES Carpet: Atlas Corinth CNO9 `Aquamarine Carpet and Topset Base: Burke M' high rubber Dose (C8 and TS) Static Dissipative Tie- Armstrong /51951 "Armor Gray' (NWT) P astir Laminate Cauntertaps New*+ar WIDOW T '31We 1loanr g Bases and Uppers Nevijr j06001 T '(ray TrarIQuicty' Paint: to be sleeted OM i 1 1 1 1 1 I - = v�r�1 Cor. o,tior. Tie; Armstrong Imperid Texture Standard Ezceior► T , - 051 81 0 Wcshe 'f war 2: 1161 932 ' Lunar Biue VC T 3 051906 `Ted IMMO =ID r - . , 0 ...C 1 2 - _. : Z tc _ C 0 • -ma b 0 - - 0 MATCH UEC Al2.1 32 BLUNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY #300 -- CA — 94010 U TEL (630) 692 -9911 FAX (650) 692 --0181 ■ NO. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U Z J' :ISL "AT I r 3. ',;E OFst /AS; REVISION a 0 cc. 0 5 0 RI � D .1 2 m z W � m a Is a ' Z a 0 I-51g I= 1 C) 21 144 z cc Z � Q o 1 DATE JOB 40. 11/'1104 20457 WET 1111 A1ZF OF II DATE i I 1 VMS I1S N t d it - Jvd.:Sr 1103 ONt S3J�1w OB 21315 2lOOG ON i Criv 133HS ( I i 141 - i4511141L3 A.801.3tfil .13 / 0001A i M 1 dd 1 JMIZY_o &L3ivS OS i IS 1MVd Id 1v131 A 1 1S 1108 1 UTU 3!1 VNDIfY i Si HI`SM`10S 53 1 11fit[31 YA 3ay. ?1000 . - !VaddlkiLS•113itt v31► ± SA - w/1 Nr001 13 1 NO 3a01s 1 is 1V (19119's Oxn3d). S S _ v3S 3NOWS IV w �' ' v' iv 03Z100Nw elY313 32103 O�IOS . „0 - 2 X (OIL* NOl) i 105 M3Sa ., - 31351 LOt 1Vi3A *OIIOH nH 321 00 MU110H : -- St1)3 V113OSw1 - ?via3! irA 31vb.lI NOrllafk .SNOa 191 GOO MOcNM V 8000 dd 93146' IY McDIVH V 8000 31t1 O,41Y ' 13 $ 1 NYV d &X0213 ! 213 31 V Nr'IY1 D11SYId i ld LOtr S Tm v w 3003 1 1211. 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NORTH (E) CE=RAMIC TILE YiALL (TYP) (E) CERAMIC TILE FLOOR (TYP) (E) HAND DRYER/TOWEL DISPENSER TO REMAIN PATCH 4 REPAIR FLOOR 4 WALL TILE FINISHES AS REOID (E) CERAMIC TILE FLOOR (TYP) (E) HAND DRYERJTOYtL D ISPENSER TO REMAIN ENLARGED TOILET ROOM PLAN ADMINISTRATION BULDING EAST MEN'S TOILET ROOM ELEVATIONS ROOM #207 FOR ACCESSIBILITY STANDARDS, SEE oErALs suers A42 & A9.1 EAST wOp.t*rs TOLET ROOM ELEVATIONS ROOM #206 Fon Aoo11931111airr srArSNIDE‘ SEE oIET1113 airs A42 & 149.1 FOR ACCESSB'LITY STANDARDS, SEE DETALS STS A42 & A9.1 SOUTH • WEST 1/4'4-or MINIM 1 I r V4 "Bt - Or' ACCES3BLITY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. B) Water closet flush device shall: Be mounted at 44" max AFF, on accessible side of W.C. Be operable with one hand without o tight grasp, pinch or twist of the wrist. Require no more than o 5 —lb force to operate. 2. Toilet paper dispenser shall allow a continuous flow of paper. 3. Grob bars A) Grab bars shall be stable and not move or rotate in their fittings. B) From a 250 —lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be less than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be less than the allowable shear stress of the grab bar material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be less than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least o 1/8" radius. E) The side wall grab bar shall be placed within 12" of the W.C. wall & extend at least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrasive elements and drain pipes shall extend no more than 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for of least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. 6. Door signage shall comply with ADA Sec. 4.30. See A4.1, A4.2, A14.1 & A14.2. (E) HAND DRYER/TOWEL DISPENSER 77c�v ice LI6HT w Wlb FIXTURE & ACCESSORY ScHEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED : WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. O WATER CLOSET W/ FLUSH VALVE e ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL -HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. T ACCESSIBLE URINAL W/ FLUSH VALVE. SF :E PLUMB. DWGS & 5/A4.2. URINAL W/ RUSH VALVE. SEE PLUMB. DWGS. CI PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. © MIRROR - 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY 03) WITH METAL J - TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POUSHED. SEE 3/A4.2. ✓r'J TOILET PAPER DISPENSER - BOBRICK B -2740. SEE 5/A4.2. FLOOR MOUNTED PLASTIC LAMINATE TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER - BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL - BOBRICK B-254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER - BOBRICK B- -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER /DISPOSAL BOBRICK 8 -3942. SEE 4/A4.2. SOAP DISPENSER - BOBRICK B -822. SEE 4/A4.2 36" GRAB BAR - BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42" GRAB BAR -- BOBRICK B- 6106.99 X 42. SEE 1,2,5/A4.2. CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION - BOBRICK B -212. SEE 4/A4.2. PURSE SHELF - BOBRICK 8 -287 FOLDING UTILITY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL- MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR - MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER - SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12" x FULL HOGHT W /SLOPING TOP. BENCH. NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. 120411‘1102-i • , ,= • „ BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY 1300 BURLINGAME —CA -94010 TEL (650) 692 -9911 T in FAX (650) 692• -0181 NO. t • �� •• l iA1f � •. r. :.!.!AT'1 J., DATE 1111104 REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY AU. FIELD coNOInONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a 0 (, J H z -I # ¢ S C)CC ffZ1 k o . JOB NO. A14.1 w J ca,5 Z., � J (n m za cc 0 cn O � ~ O Z 7.-1 DO < F-. 9EE w OF 1$ DATE s i NORTH sr l I NORTh Y , ceRANtc T � cam; • • L J U EAST TYP. FIXTURES IN STALLS w/ TYPE 'I' WATER CLOSET -- TYP. FIXTURES IN STALLS v4/ TYPE '2' WATER CLOSET PATCH 4 REPAIR FLOOR 4 WALL TILE FINISHES AS REGV EAST ENLARGED TOILET ROOM PLAN aon,INsrnnraN suLnINc URINALS 1 • B U J `^ • `' MEN'S TOILET ROOM ELEVATIONS ROOM #232 FOR ACCESSMIUTY STANDARDs, SEE DETALS suers M2 & yet t 1 uv (rr) 1 \ i WOP.EWS roar Roots ELEVATIONS «ONT.) T1V�/A� 1�.V 1 • v.� .wiwwrr • v�� rc��p w�.��v �� � ��R� �Ropm X231 sT OET�LS SETS PAZ s gat (E) CERAHOC /(rT /II • FOR ACCESSIBILITY STANDARDS, SEE DETALS SHEETS A42 & A9.1 ()) TOWEL DISPENSER 4 HAIR DRYERS SOUTH SOUTH (E) URINALS TO REMAIN (E) CERAMIC TILE FLOOR (TYP) 30" x 48" CLR (E) LAYS TO REMAIN 5'-O" • ACCESSIBLE TURNIN& RADIUS (TYP S 4O *1 DASHED) (E) HAND DRYERS/TOWEL DISPENSER TO REMAIN Require no more than a 5 —lb force to operate. TOILET ROOM DETAILS Be either a loop or U— shaped handle located directly below the latch and latch a sliding, flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrasive elements and drain pipes shall extend no more than 6" from wall. SiM WEST ACCESSIBIUTY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. B) Water closet flush device shall: Be mounted at 44* max AFF, on accessible side of W.C. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than o 5 —lb force to operate. 2. Toilet paper dispenser shall allow a continuous flow of paper. 3. Grab bars A) Grab bars shall be stable and not move or rotate in their fittings. B) From a 250—lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be less than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be less than the allowable shear stress of the grab bar material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be less than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least a 1/8" radius. E) The side wall grab bar shall be placed within 12" of the W.C. wall & extend at least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without a tight grasp, pinch or twist of the wrist. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. 6. Door signage shall comply with ADA Sec. 4.30. See A4.1, A4.2, A14.1 & A14.2. WEST • v4 - FDCTUFE & ACCESSORY SCHEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. T ✓.,i NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES_ ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. WATER CLOSET W/ FLUSH VALVE ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL -HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. MIRROR - 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY Q3) WITH METAL J -TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POUSHED. SEE 3/A4.2. TOILET PAPER DISPENSER - BOBRICK B -2740. SEE 5/A4.2. FLOOR MOUNTED PLASTIC LAMINATE TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER - BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL - BOBRICK B -254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER - BOBRICK B -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER/DISPOSAL BOBRICK B -3942. SEE 4/A4.2. SOAP DISPENSER - BOBRICK 8 -822. SEE 4/A4.2 36" GRAB BAR - BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42* GRAB BAR - BOBRICK B- 6106.99 X 42. SEE 1,2,5/A4.2. CLOTHES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION - BOBRICK B -212. SEE 4/A4.2. PURSE SHELF - BOBRICK B -287 FOLDING UT1UTY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL - MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR- MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER - SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12" x FULL HEIGHT W /SLOPING TOP. BENCH. • C. ( ' i BWNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE H1NY *300 BIURLINGAME —CA -94010 TEL (650) 692-9911 U FAX (650) 692 -0181 ■ NO. STET REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT A142 CI DATE I (E) FIRE --�� SPRINKLER RISER (E) LIGHTING L'I TO REMAIN - - -- 3 _ -_ MATCH LIE C ;A16-1 SIND B :A6.8 - OM ONO • _- • t ' - r - - TO • )111 im 0 111 • 111 0 1111r 161 II 111111 � ? � iii riss •5•.• O 0 O . 0 O 0 O 0 O 0 5551 �_�� j��� _■ ■■ ° � o � r a � w�l■ 0 "1111 I iU ■m i ■■!.1 ■■■ .111■ t5■ ■1■ • Ili 4 iiuru. • • I ■o ■■ ■ ■n ■1l5lll■ �� o [ 2 32 i 0 0 ail ■ ■� IN ■■ u O • O 0 0 O 0 r_o Ern! O IIII ri i NPR . EMMA- 0 i W 1J 14 4h, • A ) '+ 71 • LF STORAGE GE L$L26 S I d 1 11 4 •TV :V .V 'V 4 W (E ELECT 1 j �y►•�� - NOM 1. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 10063. SEE DESIGN/BUILD ELECTRCAL UGHTING PLANS FOR EMERGENCY LIGHTING INFORMAT1OJ AND LOCATONS. Z LIGHTING CONTROLS SHALL COMPLY WITH W.SEC. SECPCN 1513. 3. MECHANICAL SYSTEMS SHALL COMPLY WITH THE SYSTEM COMMSSONING REQUIREMENTS OF WASHNGTON STATE ENERG :' CODE. SEC •)OWN 14154. COMPLANCE SHLL BE REQUIRED FOR TENANT?S CER T IFCA E. OF OCCUPANCY. - t (N) AIZED ALL •11NUM MU L10N TO RECEIV -BAR CEILNG • q'-O" - COLOR TO MATCH (E). PANT 6LA�5 ABOVE (W MJLLION FLAT BLACK MT) P) (N) L6HT5 TO -- BE HJN6 AT ' _o" AFF ADMINISTRATION BULDNG REFLECTED (LNG PLAN ii __I _ 44, : ---- - ONO !c; T7i:\- � ���� f 7 ■1 ■ ■ ■ � �� � � o ° � � wN � - � b �� : u�z ' iTn o . 111=6VAIiiliall1111111 ■ gum ■ �� a� � � � Wr�el�l ■ ■1 ■1 � " o 1 ■eEm H u ron ' i. to k i ..n....... 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IMSTALLEE AS PER YIIIWFACTUAER'S SPECIFICATIONS AND REC ATIONS • - - 1. REFLECTED COUNG PLAN IS FOR 1HE LAYOUT CX' THE NEW SUSPENDED AND GYPSUIrf BOARD CE)LNGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY_ SEE ELECTRICAL FOR FIXTURE SPECIFICAIOINS, CIRCUITRY AND LIGHT SUMMING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CETi.R1G GRID AND SHALL BE LOCATED CENTER OF TIE TILE, BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIiEMSONS N FE1.D. CONTRACTOR SHALL NOTIFY TIE ARO TECT OF ANY FIELD CONDITIONS PRECLuDIP4 TIE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING NTH TIE wow. 4 CzTRACTOR Si4ALL 'TEST ALL FIXTUWS TO ocStAzE PROPER woR ING ORDER S ALL UGHT SIM TCNES AND TI ERYOST A TS SHALL BE YOUN TED AT 48 A5 UNLESS OT* ERWSE NOTED. OVER PLATES SHALL BE te4TE AND SIMTCH DEVICE SHALL BE LATE. 6. CANGED S1M TO ES 9♦AL.L. RE CFvE ONE COVER PLATE_ 7. MOW COMRAC101 MAIL 1011IFY IMMO 0.EARANCES MOW CMS PM SPEWED AMES PIS 10 OWNS COCtIINEZ O. ALL 00111LJQ11S !MALL E MIMED WIN WWI 01 A RAL CHUM 11LE IM,ES 0lOWNE OECATED. 11. CMS SRAM MILL CONFORM O01111 10 W DG 111110111111111 iiIIICIRROIL LA '2 ALi MANGERS ANC 8RAC>NG FOR THE Me Wats NSTALiED 8'r T►E SUSPENDED MING SiL9COORACTWDIt ALL HAIICER'S AND (*ACING FOR GTF+ER GYE']IES 94114k OE * TM.LED 6Y T SUKOMILICKIR 16TALL•G 140SE r1015. (N) LIGHTS TO BE HUNG AT 9'-O" AFF T -SAR CEILIN5 AT + A.F.F. (`TYP) - - END MIS SEE A6:IB FOR MANT'BrANCE BUILDING REFLECTED �LtIG PLAN NOTES I..,...... . --N 4- .;„ . IMO MEM 14. ALL HANGERS SHALL BE WRAPPED NN A ',swum OF 3 FULL. WRAPS. 15_ IMAM RIMERS SHALT NOT BE LET INTO. NOR COME !N CONTACT NTH, ABUTTING WALLS. RUINER CHANNELS SHALL BE LOCATED WITHIN 16' OF WALLS. IS. MEWS OF T -•AR 11E% UGH15 MO GIIIPSIUM BARD CEta1C SWIMS MAIL E WY MIT L. PROADE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. St =MAC= SMALL COWMAN NOM V11 /ILL WADES MIMED 10 MUNE CLEARAPCES FOR MIME% OIIL" . MUMS, E1C. NECESSARY 10 MAINTIPAN RE SPECIFIED MIN CBAO MONT AI ME RE RIM FLOOR WS AS *WED ON ME DIRAINNOS. CLARIFY ALL IXINFUCTS N91 'RE III ACT FOR ONOCYOL It COMI 1Q SMALL VERIFY DIG FELD 0010101S AND LOCAVON E ALL PUMMEL NEW NECNAINCAL RIM AND MY AND ALL d1ER EMSINC 91ML INSTALL ALL NEW Puirowes, NECIVASCAL FANS, DUCTS, 00w1S E1G 90 AS NOT 10 CONRJCT WWI WNW AID ALL OOS91C CONSORIC1011. Min MO Met F9WE LOOMS AS !NOON CM REFLECIED COMB PUSS SNAIL NOT OE NORM UNLESS OWEININE ONIECin WY ffi AI ME !ME IIEWICIORS AS REGUIRED 10 WELT /SL 0011E REGIJINENIENEL 4 I 5 ?AL; LIGHT Fo TURES fore/ PROTECTIVE MYLA1R OR S1fRAR co ER OVER LOUVER ER £NS, SAME_ ETC_ TO A KID MIME es AC OR DmAGE OR BOTH REI ow c R�O.& RS A' PC T CONrtLU9ON. V SPC CLEW& illy tE GLOVES. ForTURE5 SHAL. BE YANTA•ED CZFAM APO AS NEIL LANDS 94A1L BE mum AT pRO,ECT C MPLETION. 22 mote( ( W I T =IP ADO* CEILING AS REQUIRED BY QTY CF TUKIZA FIE OEPAR' WENT. 23. oleOR 'C IIIMNCERREIR T Cr NSTALLAAON. SUOAT DESK"-Bu LD now SPINtsci c'R SHOP ORAwNGS TO AAO41ECT AND WAIN APPROVAL CROW NE QTY Tuptalu npx YaR94AL. CON TRAC TOR TO OS TAM SEPARATE KARIrTS REMIND FOR SPRINKLER SYSTEIR mcnoix A FIRE SP INNW R $Y5 +IRlCl+ 4 COMPLEX IN Mi REGARDS. SCUM S& OUT NWT RECESSA NLY MEW TO. RPM VALVES. SERER SYSTEM AIiD SPRIPI RER WADS 114E ARO4r1ECrS FIEFLEC1ED CEaJMG pt_ FM LAN'OuT CUI06.1NES OMER HEADS M TtLL€S, iIOC*' MIT SP1i■4.Dt LIE THAT 19111UMIES M1M PARW11014 M MO N% L A`NRn. 24 . SEE A1),1 FOR GINIERx Ally CONSI RUC110r6 HOTS. PATCH AND REPAIR (E) 6YP5U 4 BOARD CEILING AS REQUIRED - - OPEN TO STRUCTURE (E�ELE�C��AL/ 227i ABOVE (E EXTERIOR LI6HTTIN6 IN PLAZA -- TO REMAIN 0 LEGEND f 1 mow' 9 1 4 2 =- l!t" (E) LI6H'fIN6 TO REMAIN -r SOO WWI S S gib OPEN TO / STRUCTURE z � ABOVE CE) I&C IANCAL L228 .% - =fyI �l S) I I I I I ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. vJ 250 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. UGHT FIXTURE (LITHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) 2 - TUBE FLUOR. STRIP LIGHT W /MARE GUARD (NUMBER INDICATES LENGTH IN FEET) UNDER - CAB=*IE T Ft UORESGEN T (NumBER INDICATES LENGTH N FEET) (UTHON A LC) RECESSED DOWN LIICH T (LITHONIA L) RECESSED DOWN LJQ4T - WALL WASHER (Li THONMiA LP8F) 400W METAL HALIDE FIXTLARE (LITHONIA IMP - FOCH BAY • 16-0 " AFT) 400W EXTERIOR METAL HALE WALL PAc X (LITHONIA 110i - MOUNT PER EXT. ELEVATIONS) - WALL - MOUN TED FLUOR. Fi X T. (NUMBER INDICATES LENGTH IN FEET) (LITHONIA UN W/ WIRE GUARD) CEILING -HUNG FLUORESCENT FIXTURE W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) (LI THi 4i A AFP w/ WIRE GUARD) e ■ $ lei 0 - BREAKROOM OMNI •1•10 HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANIC EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE ME_ OI- 4ANICAi. SPRINKER HEAD - SEE DESIGN - BUILD SPRINKLER DWGS WALL - MOUNTED UGHT T SWATCH EXIT SIGN. ARROW SOWS DEC '1ON - SEE ELEC. DWGS ShOONCE DETECTOR - SEE ELEC.: DS - NOTES: 1. ALL ITEMS ARE SEW U.O.N. 2. SEE MEaANCAL DRAIMNGS FOR r+VAC, ELECTRICAL DRAONMGS FOR LIGHTS & LSS IINFORWATX04 AND DESK04- BUILv SPRINKLER DRAWINGS FOR SPRINKLER IMF 01%114110K F,1 MATCH LICE C A16.1 B A6.8 11111 7 • C E,S , - • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 IKAUJINGAmE - CA - 94010 TEL (650) 692 U FAX (650) 692 - 0161 En NO. PLA?4 CHECK REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE ' W +mmrwnor> o rw� te r-- DOOR I MET. FRAME W/ SELF CLOSER. SEE DOOR SCI EDULE SEE FINISH SCHEDULE FOR FINISH THRESHOLD @ TOLET ROOMS a -n r'HITE � CONTROL TELEPHONE 911,E BRAILLE 516N VOLLJAE CONTROL TELEPHONE HALF scAL.E DOOR s ' FRAME rw se_F CLJO SaR SEE DOOR SCOEIALE CONCRETE FLOOR MAc< *cam '►•le5142..v . RIEnscae VINYL FLOOR (TYP EA SioE3 j E V4' - 47 RISE Psi L2 SLOPE 1"�'►'P EA S CIE) VENTICAL. Ta L J TFfiESHOLD @ TOLET ROOMS ago WHITE BLUE BLUE WHITE MEN'S TOILET SIGN WALL MOUNTED WOMEN'S TOILET SIGN WALL MOUNTED b" 6• srreoL rwoaaenows e5 A DECK., moony TO SLAW OR A MASTIC 540694 MMUS, 414 611 WNW !MILL NO SCALE NO SCALE AXESSB.E ENTRY DOOR SK1 HAW sew •!• •11•111•111•111111111115 •■. 1111•111••• MI NMI _ /■••••■•■■ ■WI I U ■ •••••■•■■ ■ .. 1 i ■a- ■■ ■■ 1 . __ .. ■ ■ / / ■ ■ ■ ■■ I /■■■■i■& '■■■■■ ■■I umummi l ■■■■ ■■1 II■• /'I 1 ■11■• ■■i �.• .a ! ■■ ■■ ■ h d•Ldi■■ .. •■ 11111•••••••••11111=11111 8" MIN (a) SYMBOL PROPORTIONS I8' -Iq" lie MIN „4 NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNCTED BELOW APRON. (A) SPOUT HEI6NT AND KNEE CLEARANCE ADA SEC. 4.15.Z 4.15.5 ADA SEC. 4.15.5 6RA13 SCR: 1.7 r MI : I2 MIN. 4' MIDI ' MAX ELONSATEP PIALL-4 p X N m 48' MIN MUM OW DISPLAY CONDITIONS 1NTERNAT'L ACCESS. SYMBOL NO SCALE (B) CLEAR FLOOR 5PA;,E ®ACCESSIBLE DRINKING FNTN NO SCALE FULLY CAULK ALL JOINTS w/ CLEAR SILICON SEALANT PLAS. LAM. GaJNTER w/ SPLASH I) SELF- RJ144IN6 SINK 1-- IV' XI6'XI I/2'WIDEXI /4' 5TL "L' ANSLE vg/ 45' BRACE • 4'-O' O.G. MAX. FOR uNDERcou+rez CLEARANCES sEE NONE: INSULATE HOT WATER S DRAIN PIPING PER ADA/AZ A) B) ADA SEC. 4.191 - uas TOLET DOOR SIGNAGE 6 SECTION @ LAV. COUNTER ADA SEC. 415 ONO A117.1 SEC, 4.111 (3 ADA SIBC, 4►111 A117.1 SEIC. 46 A�ESSB..E W.C. & IJIIAL No SCALE TOILET ACCESSORIES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES. ADA sEa sas, ate & 4z7 ACCESSIBLE HEIGHTS OF OPERABLE MECHANISMS NO SCALE KNEE CLEARANCE: 8' MIN NOTE: DASHED LINE INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL UNDERLAVATORY ENCLOSURE. ADA SEC. 4.19.1 - 4.19.6 MIST SEC. 4.19 ACCESSIBLE LAVATORY 5114&LE OCC JPANGY TOILET MULTIPLE TOILET STALL w� sw. an a NDIVDUAL azz TOLET STALLS NO SCALE ONION OF TROWEL J6' P CC Z I AxT. MIN —1- F -TOE CLEARANCE: 6' MAX TOE SPACE DEPTH: I7' MIN CLR t _ CLEAR FLOOR SPACE ADA SEC. 4173 - &VS AID A1117.1 SEC. 41E1 - 4.17.0 - MAXIMUM HEIGHT OF ALL OPERABLE PARTS iNGLUDIN6 COIN SLOTS INSULATE HOT WATER 4 WASTE LINES AS RE2. A P °S1° X FLUSH ACTIVATOR ON WIDE SIDE (TYP) 4' MAX 52" MIN. • 1' 60' MIN M'T P : 56' 1 4K- CLR FLOOR POSIT PICT 9 M!l NO SCALE LT. 1e1 �I 1 1 X M - ¶L 1 A�SSLE TOLET STALL @O OF ROW NO WALE BLINK DEMATTEI ASSOCIATES ARCI-IITECTS AIA 1555 BAYSHORE HWY 40300 BURLINGAME - CA - 94010 T8. (650) 692 -99T1 FAX (650) 692 -0161 ■ NO. S ' TE OF REVISION Z DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ; r ;T;;r L . • ' /TC `;.it DATE A42 SHEET s Or s W H JOB WO. M ei 0 n 9 isi 2 U.O.N. - SEE PLAN WORKROOM I1/2 "3,1 /4" COUNTER SUPPORT iy FILE CABINET (O.F.G.I) l t BLOCKING AS REQUIRED /FOR SUPPORT PLAS. LAM. COUNTER TOP o/ 3/4' PLYWOOD --- -CONT. WALL LED6ER - PLAS. LAM. o/ 3/4" PLYWD COUNTER SUPPORT - PLA5. LAM. o/ 3/4" PLYWD • 4'-O" O.G. MAX COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. NOTE: VERIFY COUNTER HEI6HT v41 TENANT IN FIELD GEILINb LINE SCRIBE TO GEILINb PLAS. LAM. TO MATCH CABINET �- 3/4" ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) PLAS. LAM. EXTERIOR DAR /CAB. PULLS: BALDWIN HARDWARE No. 4614, *260 (POLISHED CHROME TYP) FIRE TREATED WOOD BAGKIN6 AND BLOGKIN& (`TYP.) �-- UNDER+C.OUNTER LIGHT SEE ELECTRICAL TYP. UPPER CABINET CABINETS WIC � S FLUC:I`1 OVEfiI.AY FULLY CAULK ALL JOINTS ---- SCRIBE TO WALL PLASTIC LAMINATE Z EXTERIOR PLASTIC LAMINATE ED6EBAND 7 ■DPIRJCAS. PULLS: BALDAIN HARDWARE No. 4614, *260 (POLISNED Cffenow TYP) HEAVY DUTY sums (TYP) 3/4' ADJ. SHELF ON 5 MM STL. SHELF PINS POLYESTER CABINET LINER INTERIOR (TYP) PLASTIC LAMINATE EXTERIOR SEE FINISH SCHEDULE DULE — FIRE TREATED MOD , i,324 BI1CACtN6.4PD TYP. LOWER CABI4ET NOTE � ��/IF� FLUSH OVHLAY Tart-0° 2 GAUGE HANGER IMRE • (4) OPPOSING LiGH T FIXTURE COMERS 1.-kS T F XTZRE NOTE: C'T RE 94 BE ATTACHED TO THE SUSFVCIED :EILNb 1"I/ PO5r+ve CLAW DEVICES i4►341 RISER r-t -0' A '" '2 6•A •i11 CER WIRE 5PiAL.. BE WALLED AT 4 ATE COMERS OF A - G . x 4 - 0 0601T PaX'T'tE (4 fiRE 5 pSt rtx*1JRE - •4 AOIVm0K EACh ;.AY - 114 FixT 9E aget.se AIryer) TO THE 091.1145 S ISPBOOK S"51D4 nr AN ATTACHMENT DEVICE MAV•Ib A CAPACITY OF 10011 OF THE Lew 3XltPE Mew IN ow s •►w-Onr WAN 11111111.111. UM suwerRK �w�■s � NCR PEaIWID KW wow wcnMEs MOM gas WON s POW= MEN APE awoWIID ME INIOWa Mn► MUM arwoMED MOSS MM. OWL NM : r► WOMB w WI011 COMM M IigalOI i11011aR MINE QMN1 S dap OWL MAE t lIIMMOWIL 112 M 111111101 to WINCIIrE MOW 1111111:11 Mr E WW1. UGHT FIXTURE COMECTION SEE STRUCTURAL. CAL�ALA7�� MO�/I�I�ML l�Nl�! �� ° r 2 " 2" MAX. ' MAX: RUNNER SPLAY BRACING OCCURS • I2' -0" EACH G55 DIRECTION IN ADDITION TO 12 6A. HAN6ER WIRES • 4 O.G. EA. WAY WRAP EACH WIRE 4 FULL TURN5 • EA. CONNEGTION. PROVIDE BRAG I N6 8" MAX. FROM PERIMETER WALLS. CEILING BRACING SEE STRUCTURAL DRAWINGS FOR CALCULATIONS AND ADDITIONAL INFORMATION DOOR IfAD SM NOTE: CLASSIFICATION OF THE GRID 15 HEAVY-DUTY UNISIRUT P400 COMPRESSION STRUT ATTACH TO MAIN RUNNERS ICl/ I/4" BOLT i TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE i 12 GAUGE SPLAY WIRES •45 ° ANGLE - ATTACH TO STRUCTURE ABOVE. TRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION MAIN RUB 5/8" GYP. BD. O/ 3 5/8" X 20 6A. MET. RUNNERS. BACK TO BACK. ATTACH TO BLOGKIN& AS REVD. SEE PLAN FOR WALL TYPE RAG° TRIMLINE ALUMINUM FRAME W/ CLEAR LACQUER FINISH 3/8" CLEAR 6LA56 TRIM TO BE TIGHT TO GEILINb WINDOW HEAD POWER SET PIN • 24' O.G. (TYP) ®DOOR JAMB @ GLASS 45 milmommomme ■•u••uuuuun•r i NOTE: CLASSIFICATION OF THE GRID 15 HEAVY-DUTY CONNECT WIRES TO 5TRUGTURE ABOVE AS REGIUIRED. G RUNNER l8 6A. BRACING WIRE •45•AS SHOWN • 5' -0" O.G. MAX. (`t YP) MAIN RUNNER `—~- CROS 8" MAX. CLG nLa OPPOSITE MU_ rw.� w�r�e r+ou.o pin ®T-BAR CEILING ASSEMBLY NT CLEAR TEMPERED GLASS - RAC.O TRIMLINE ALUMIMJM FRAME w/ WALKWAY CLEAR LACQUER FINISH FIRE -RATED SOLID GORE DOOR - WOOD VENEER DIAf OYIAL MACINS N 3O E CEILING LOCATED AT DOOR STRIKE SIDE (TYP) 12 6A BR C1N6 PIKE • 45' AS9 4• 4'O' O G. MAX (TYP) let44 UBG 5TANDARD. (r(1 -- -,so , so. 01 - 7.9* RPM& CHANNELS r. G .P5 • 7-0* OG. Of r 62" X 22 6" GHNINELS • 4'-O'" 3 -T -O GYP. BD. �IJIG ASSEP.LY +ws arm ViPi NiNS (E) F.F. VAN (Fa F.F. MAINTENANCE. BAY NOTES: I. FIELD VERIFY EXISTING GONSTRUCT1ON. 2. SEE STRUCTURAL. FOR WALL BRACING i o� STRUGT. ABOVE ACOUSTICAL GASKET FLEXIBLE SEAL ---'--- 3 5/8" O 6A. _, ,, 4 TUDS I/2" FROM (E) STUDS LOOSE IN 5/- TYPE 'X' GYP. BD. (TYP,) SEE REFLECTED CEILING PLAN FOR CEILING TYPE. (PA ERE OCCURS) IRE GAULKIN6 • 20 6A. RUNNERS • ALL TYPE 'X BD. FIRE -RATED PARTITIONS. ULL HEIGHT PARTITION FLOOR FINISH - SEE I) scHEVULe 2X PAINT GRADE GAPE ED6E5 I/4' SHIM PAI PSI 955 T 25 GA. AL STUD' • 24" •.C. TYPE 'X" . BOARD FASTEN METAL TRACK AS REQUIRED ( WALL AND FLOOR N.I.F.) (N) 5/8" TYPE 'X° GYP. BOARD (w 4" RUBBER TOPSET BASE (E) WOOD-FRAMED WAIL (E) CONCRETE FLOOR AT MAINTENANCE BAY UARDRAIL- HEIGHT WALL Tit -0' 35/8' x286A.t"ETAL5TLD5 • 24' O.G. (FLOOR TO ROOF STRUCTURE MOW.) TYPICAL PARTITION HEAD 4' SUMER TOPST BASE AT VGT. PONDER SET PIN • 2 .C_ mom) PROVIDE CARPET BASE FOR GARF''ET • Xi. CARPETED AREAS. /� �cou6ncx sir Oi BACKER raov �— FLOOR Mgt NOTEEt U NO AMER TOPSET ONE AT 2) SET VA= es2 SEAM GF ACCIIISPICAL SEALANT 3) SET ortgal4 BOARD ON ONE BEAD • ACCIIIPICAL SEALANT • MET_ SAS TYPICAL PARTITiON BASE (E) GLASS LINE (E) MULLION Ck MILLION = WAIL ` NEOPRENE PAD 20 GA. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MULLION (E) Stu LINE BELOW PSI 955 TAPEABLE TOP TRACK 3 5/8" X 20 GA. MET. STUDS • 24" O.G. f LAYER 5/8" GYP. BD. EA. SIDE (TYPE 'X' WHERE NOTED) GENTL-X PARTITION ON MULLION (TYP) PART'N @ WINDOW WALL MULL. SW-O' PLAN INDICATION R -f9 BATT INSULATION CONSTRUCTION TYPE: 6 WALLBOARD, MET. S TWO LAYERS 5/8' -HR. WALL CONST. 'X' 6YPSSIJM a ' AT RI6HT P a TO EACH SIDE O - ME 5M75 AT 24' - - ALL VE RTIGAL AND JOINTS 24 O.G. EACH AND SIDE. (M.B ) ASTEIERS TO BE TYPE '5' SGREAS - FIRST LAYER ASS TO BE I" LONG SPACED 24' O.G., SECOND LAYER FASTENERS TO BE I-5/8' LONG SPACED 12' O.G. 'THICKNESS: 8 1/2' LIMITING, HEIGHT: REFER TO MANUF 11111111111111111111181 3 5/8' X 25 GA. NET. STUDS • 24" O.G. (U.O.N) SOUND BATT INSULATION NOTES: I. FOR HEAD 4 FLOOR GONDrON5 SEE 6 Q FOR GLG. HEIGHT Q v PARTITION tITERIOR PARTITION PLAN INDICATION wilmin 5/8' GYP. BD. 'TYPE X APPLIED PARALLEL TO 80TH SIDES OF STUD W/ I TYPE '5' DRYNALL SGREY ® 8 " BAND 12' O.G. EL51311rERE. STAGGER ALL JOINTS 24' O.G. CONSTRUCTION TYPE: 6 MET. 5 OPE -AY 545' ! • TYPE 5• DR'eMM1i1 T b' OL. TC AND !2 04: TO TOP MID WIPERS ivy ProZra). „vs STA66ER Aii AERricAi. AND zoer*AL JOINTS 24 EACH SIDE AlE oPFMTE 1E 5 . ME) J.. TFbr ga6i+r- FiRE 1ST: SMIND TE$T: 1111 MI • I. Two How T't O • SYPM AT RIGHT TO EACH SIDE GA 1"ETAL 5'1S AT 3 3r4• (T-3" 6PF P4 NIP 64446 051E T4710. bI ec 2! 1- at wan sw-a BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME -- CA - 94010 (650) 692 -9911 a 'TEL FAX (650) 692 -0181 In NO. f I U a 0 cc c 7 i o ? �m Ezgg l uJ8 01 I < :T: 'i ?La: 7.: "T1: OF REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS CR ANY OTHER INCONSISTENCIES DISCOVERED SHALL. IMMEDIATELY BE REPORTED TO THE ARCHITECT to A8.1 SHEET 111 OF s H W DATE DATE .JOB NO w1/04 204157.039 (E) F.F. WALKWAY Cx, GUARDRAIL COIRRIDOR OR OVER CRCU.ATION SPACE 24" ANY DI N+�ISI ON MAX ADM PROTECT1oN NOT REQ'D BETWEEN WIN6 WALLS -`--� 7 COMPRESSED CARPET 1,4" 'f •AX eaoW rI y in 4 „ 1 •Y / / /// 4 1/4 ///' /// /// f • STEEL PIPE SUPPORTS e 3`-O” O.G. MAX (PAINT) VELD POST TO STEEL PLATE - 5EE STRUCTURAL _ .— I 1 /2 "m T'tTAL PIPE TOPRAIL - �� (PAINT) - -gin ////, //,/4 I" m METAL PICKETS (PAINT) STEEL PLATE (PAINT) - SEE STRUCTURAL_ FASTEN STEEL PLATE TO (E) CONCRETE SEE STRUCTURAL i MAINTENANCE BAY (E) F.F. FLLIEwoCIUNTED MATS - I, NOTE: GUARDRAIL TO BE 42" A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-1/2" O.C. VERTICALLY TO 34" A.FF. AND 8• ABOVE 34" A.FF. CONTRACTOR TO SUBMIT SHOP DRAWINGS. z_ I rat T -O Z d WING WALL DOPIN TO FLOOR ('TYP) PROTRUDING OS.,ECTS HANGING ON W1ALL oi/ LEADING EDGES ABOVE ZT" LEAR won - accesses ROUTES vz. , -o' FINISH FLOOR LEVEL - X x I I I I P I I I I ! I ! I I I I ADA UM 452, 4.5.3 41.1S/ TI & DOOR MATS IA SCALE (0) 12 I 1/4" MIN I #" I 1/2" MAX 6VIDE RAIL HANDRAIL WHEEL 6 lM ADA SEC. 4.9.4 (3) & 426 I 2 INAX DISTANCE OF RAMP RN Wier NO'T'E I: O MIN MEN NO DOOR 51111465 ONTO LAN INS. 42' mIN PLUS DOOR M 4 11.1D4 DOOR 50115 ONTO L.AWNNS I /8" MIN. RADIUS (TYP) STAR HANDRAILS SAMPLE SECTIONS ADA SEC. 4.9.4 (2) WARNING STRIPING & HANDRAL EXTENSIONS (b) () rMI Y4" MIN./ I V MAX. STEEL HANDRAIL - PAINT 2" MIN MIN 4" MAX 11/4" MIN I I/? 44 Sn ADA SECS 4.85 & 4.8.7 RANDS wFEM cis & GUIDE RALS 3" KEEL GUIDE DETAIL NOTE: GUARDRAIL TO BE 42' A.F.F. NV HAVE I' DIA HORIZONTAL PICKETS AT 4-1/2 O.G. VERTICALLY TO 34' AFF_ NV 8' O.C. ABOVE 34' AFT_ CONTRACTOR TO S(T SHOP DRAWINGS. TOP PLATFORM INTERMEDIATE LEVEL PLATFORM WTERINMATE AMOS PLATFORM EDTTO 4 PLATFORM (i • STRIP OF CLEARLY CONTRASTING COLOR T = TREAD WIDTH * AT NEW AND EXISTING EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES NO SCALE NO SCALE NO SCALE NO AGILE MAX 10" ) 4 50. ) 1 X fi (a) CLEAR FLOOR SPACE PARALLEL APPROACH (G) MAXIMJM SIDE REACH OVER OBSTRUCTION SIDE REACH 48' ELEVATION PLAN (c) k16H FORWARD REACH LIMIT 48' MIN y r 48 " � 1 ELEVATION 30' 24" I MAX IF X > 24', THEN 6 ADDITIONAL MANEUVERING CLEARANCE SHALL BE PROVIDED AS SHOWN r NOTE : ENTR" DOOR HARDYWM • 31 "-42"t OPENIN S FORGE fS UI•ZIIN F I ! h � —��� k 48' (c.) CLEAR FLOOR SPACE - OPERABLE MC - MAX OF�ORT FOR EXT DOORS = 89s - ■• EFFORT FOR M_ DOOR,. = 5. -' FIRE DOORS MAx t �oR- = s• X Z FORWARD REACH 4 (b) HIGH 4 LOW SIDE REACH LIMITS 1 J J _ Se (0) CLEAR FLOOR SPACE IN ALCOVES NOTE: X SHALL BE S 25 ". Z SHALL BE PLAN 2 X. WHEN X 15 < 20 ", Y SHALL (c) MAXIMUM FORWARD REACH BE 48 MAX. I*HEN X 15 20" - 25 , OVER OBSTRUCTION YL BE 44" MAX' .. ( ji 1 1 k 48' )I t I ! '� I I k 488 )k 128 IF X >15", TEEN 12" ADDITIONAL MAiolEINERIN6 CLEARANCE SHALL BE PROVIDED AS SHOWN (b) ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVES AIM CLEAR FLOOR SPACE FOR WFffLCHARS NO SCALE DOOR OCflON NO SCALE NO SCALE ND xOM b 1 t. COIN SLOT --t CORD LENGTH TO BE 24 ". RECEIVER TO BE MAGNETIC FIELD 6ENERATIN6. (0) SLOT HEIGHT ATV KNEE CLEARANCE ADA SEC. 4.37 ACCESSIBLE TELEPHONE (0) DOORS IN SERIES (b) 50TH DOORS OPEN OUT VESTIBULE EXCEPT AT STAR TOWER (0) SINGLE DOOR 32" (b) DOUBLE DOOR (G) PAS6A E CLEARANCE PULL SIDE POACH 60 it PUSH SIDE APPROACH z f 20" MAX 24" MAX (b) CLEAR FLOOR SPACE NOTE: DOORS IN A SERIES SHALL SWING EITHER IN TFE SANE DIRECTION OR AWAY FROM THE SPACE 5ETYIEEN THE DOORS. • PROVIDE THIS ADDITIONAL SPACE IF DOOR 15 EQUIPPED WITH BOTH A LATCH AND A CLOSER. CLEAR OPENING MST BE BETWEEN THE DOOR IN ITS CIO' OPEN POSITION AND THE FACE OF THE STOP. CLEAR OPENING FOR TWO LEAF DOORS MIST BE BETWEEN EITHER DOOR IN ITS 40' OPEN POSITION AND THE EDGE OF THE OTHER DOOR AN ADULT SIZE VIIEELCHAIR AVERAGES 2?" IN ) IDTH. THE REGURED 32" CLEAR OPENING AL ING LOPS 2 I/2' ON EACH SIDE FOR HANDS. NO SCALE CLEAR SPACE BOUiVARY PLLL SCE APPROACH A 8 60' b0" 24' PLI9+ SCE APPROACM Y x 46' 44' O 24' NOTE NOTE NO SCALE NO SCALE I8' 8 =24'• EXTERIOR xztrFDOORNAS AIM CLOSER a LATCH Z =54'aYz46" IF P OIOIR 04 BOTH CLOSER a LATCH Y = 46' F POOR 00 CLOSER 11011 IIEC. llsbs A�SS� DOOR SWIIG 'MET floor Doane HOE CLOSERS ND acs Nit 2 -/1"1"))1, d CHANGE IN LEVEL/THRESHOLD NO SCALE L 1 PROTRUDING OBJECTS MINIMUM CLEAR WIDTH FOR SINGLE WirEELCHAIR 44' ►ways+ coRRmoR „DTI, 4" MAX cooR WDTHS I t 60" MIN MININIJM CLEAR WIDTH FOR TWO KIEELCIIAIRS 12" --- 36' 12" MIN HL i! WEEHAI SPACE ALLOWANCE NO SCALE T- SHAPED SPACE FOR 180' TURNS so 60` PASSIM ALCOVE ART FAR CCOIRIDORS OWN 200 M Lei Cr 100'' MK MM. NO SCALE r rtpm v. R LORRIDoRS OVER 200 MIN — IF 44. it I SLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSI-IORE 1-IWY *300 BURLINGAME —CA- -94010 • H_ (650) 692 -9911 FAX T (650) 69 -0141 • NO. ; REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT a 0 tx: ck J Z W cc § P 81-4ca Ezgg o �� DATE o A9.1 * or DATE v N0. REVISION DATE FOR REVIEW M/2004 ENG: REW CAD: DWH l L0T: M/04 (FILE: 04146520 i • 4 { I t , • Administration Bldg. Foundation Cendant Car Rental Group �:_� s� 15820 Tukwila International Boulevard Tukwila, Wishington 98188 (_► i JOB *: 04146 EXPIRES: 7/27l2005 -L-4 te r;; ENGINEERING PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle. WA 98109 206.285.4512 (V) 206.285.0518 (F') NO. REVISION DATE • FOR REVIEW 11/1/2e04 ENG: REW ICAO: OWN IjFIL(: 041 46S21 V • 4 s 4 { 1 ( ILE; 4,`.,',714146 ;TR(JC.!\14 10121 two '.$rnh'ZV rIlvfirrittr (' 1, ?0 ±14 2 t- prn r 1 (A) — ._ _. — 30)00 ttX20 I 1 I 1 I — — ! -- — — _ L __.__.- I- rr r -- r I I L I i F r — 1 L_,_J L Tr 3 J r I I- -- — - - .7 .r .d. j: -� 'N -. - TE r .. =NM _• r 1 r w I � � I I I I 1 1 � ! 11 I I 1 U 1 lye I- - - I 1 -�'�r i i <� I 11 " -���� 1 II lilt ,�• �', I I I i l l �' -- - _L J L. — i 1 11 `N . I i I 1 r I I (;) 11r �' I I J L JL rt ‘`N‘ _ '" I I '<,, 1 I 1 ` I IIr' � _ _._ -- I I ___ -Jt_ a [1---.. 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REVISION DATE FOR REVIEW 11/I/2004 ENG: RENT [ CAD: DWH j 0T: IlN4 I !!iO41 46S30 t i i a V 0 •...•�+w •. -.. w• •2 . .•090 •••••• • . .r •••....•.....!• • .r�y ., •T vow •••11n1111111111•10. • • • r. .. w . • . •. ••r.?�/. w. ♦ •• r.w,..•..r.. 0ar... • • . rzri (ty v ■ 4 el 4 • 2' -0' —1 45 — 9 '_ m ' 3 ' -0 ' 14' -4' 111 11 ill 13 t1 1 011 izomwsrialiii mu" 1' -10' I' -. V2' 2' VI` ' • ' t a w I Concrete Sections, Elevations Cendant Car Rental Group 15820 Tukwila International Boulevard '° 1 Tukwila, Washington 90188 V JOB 4 04146 L EXPIRES: 7/27,'2005 ENGINEERING PLLC Structural Engineers 180 Nickerson Street Suite :30:.: Seattle. ViA qti 1 Og :206285./1512 (V) '206''tif)_O(ilti (F) CT N0 . REVISION DATE FOR REVIEW M/2004 ENG: REW ICAD: OWN IPL t1N44 'FILE: 04146S30 • 1 a I 4 4 { ommeimpop wow - .►�f��� ^ •.w...♦ .141 ...S. " .. r --- .•••. -..+ .. •_• • • -' 4 '" 94.444ww7w1W-sw.... '.. •• www.ww. •.00r .•oommo.nw-. .. «.......•ow .. .... .... — _.. ... � i _ I Amorurinumaimill I1II■ NOM '111: ItI!. r� MT1 M M144=4•n..12•■••••..•µ.I. + M Concrete Sections, Elevations Cendant Car Rental Group 15820 Tukwila Enterna Lional Boulevard Tukwila, Washington 98188 JOB 04146 1 • ENGINEERING Structural Engineers 180 N iekersori St retest Su it P ` t I . 48109 ;206.285..1512 (\') : )6 :285 W.>1 f3 (F') L EXPIRES: 7/27/2005 T.O. CONC. IF ELEV. • 313.15' EXIST. SLAB as W/ r3 AT 6' O.G. ELEV. •31I.54' EXIST. BEAM 154 UM X 20'D. IW(2) M0 T. (2) 61 3 15. 41 3 TIES AT 10' O.G. EXIST. BEAM 15100 14'W X 24'D. W/(2) M0 T. (3) !S. •4 TIES AT10' EXIST. COLUMN 16' X 20' W/(4) se VERT. 0 3 TIES AT lb' O.C. c ik eA. CONC. ELEY. • 35050' (2) L TO.CC7l4C. ELEV. • 356.00' T.O. CONIC. ELEV. • 36400' 4 (sj 12 ' 4'. 4' 1' •6' .1=•11•41•■••••• 1 TO. CONC. ELEY. • 31361' 46• E EV. • 31006' EXIST. WALNCN W/(3) 0 10 T. (2)M015 (6) 41 4 TIES Nobs ALL INFORMATION TAKEN FROM ORIGINAL CONSTRUCTION DIRAWINGS DATED t931. FIELD VERIFY ALL EXISTING CONDITIONS AND REINFORCING. EXIST. SLAB 86 IW"3AT6' EXIST. BEAM 5101 6'W X 2I'D. W/(2) I6 T. (2) r'1 I (1) % S. 4 3 TIES AT 10' O.C. EXIST. CONIC. SLAB PROVIDE 1 . SMEAR REINFORCEMENT E2,1WYALe4T TO •< • a' CC (AT EAGM CF WE POUR BEAMS SUPPORTED BY n 20'•0' EXIST. 5' -0' X 22'-6' FOOTW4 W/(1) +II tie. Allit Exier. BEAM era ` nw x 20'D. � i � Pr 0 ( ) cs, .4 TIES AT s' o.c. EAGEI END EXIST. COL. 24'X36' W/(6) 'II VERT. '3 TIES AT 18' O .C. ((2) TIES/SET) SCALD- 3/x'4' • T-/'' (4) °II DOUIELS --. (4) •!! FRP Strengthening Zone - Grid T SCALE: 3/6' • 1' -0' 0 1 - 2 10' glb T.O. CONC. ELEY. • 31436' (3)'S (4) 'II DC$ EL8 (4) 0 6 EXIST BEAM 13102 16'W.X20'D. W/(2)'6 T. (t) I (2)M111 d, 0 4 TIES AT 8' O.C. EXIST. CONC. 8LAe dtlbt. FOOTING TIE WK!) °II b' -0 FRP Strengthening at Coliaum Connections EXIST. 1I'W. X 30 1/8'D. GLUL,4M ARCW ELEY. • 363.15 A TA. CONC. ELEV. • 314.86' t TA. CONIC. ELEY. • 33150' • STRUCTURAL NOTES PROJECT TITLE AND LOCATION CENDANT CAR MENTAL GROUP 15260 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASWINCsTON 96166 DESIGN GOAL • CONFINEMENT AND DUCTILITY IMPROVEMENT FOR COLUMNS AT GRID T ONLY (NINE PLACES) • PROVIDE EQUIVALENT TO 0 4 WOOPS • 4' 0C CODE 1REQUIIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2003 IBC. SECTION DIMENSION AND LENGTH EXISTING REINFORCING DETAILS AS SWCUN ON SECTION. FIELD VERIFY. EXISTING CONCRETE AND STEEL MATERIAL PROPERTIES STRUCUTRAL CONCRETE F'c • 3,000 P61 AT 26 DAYS CONCRETE ON GRADE F'c • 20000 PSI REINFORCING STEEL . • 20000 PSI WIRE MEBN Fs • 26000 PSI STRUCUTRUAL STEEL Fs • 20000 PSI GLU•LAMINATED ARCWES P • 2200 PSI i4mP W SMINDARY CONDITIONS VERTICAL LOADS • AS S$4OUJI SIESMIC/LATERAL LOADS • AS SFIOUN REQUIRED DISPLACEMENT • PER CODE SWEAR STRENGTH REQUIREMENTS - DNA D o1- N ' 1• RECEIVED CITY OF TUKWILA RERM;T CENTER L.• V 0 0 C W '' S3.3 � L. 0 0 t 0 • "±"") CC5 cti SCD ”9-4 o • BAR SIZE ,_,■■ L AP CLASS 46 F'c • 3000P6I F'c . 400mPBI F'c • 9000P8l TOP BARS 4 OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS A 22 11 S I9 19 11 13 B 28 22 24 19 22 11 04 A B 29 31 22 29 25 ` 32 19 25 22 29 11 22 A 36 26 31 ' 24 ' 18 22 IS 41 36 40 91 36 2b A 43 1 33 31 29 33 2b B . 56 t 43 ` 46 31 43 33 M A 6 3 46 b4 42 , 49 31 k B b1 63 10 S4 6 3 49 A 12 59 62 4b 55 _ 43 d 93 12 E0 62 12 135 1115 A 51 62 10 54 63 48 D 109 a1 91 10 !!`I 63 11 4111. +wow- 16 TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12' OP CONCRETE 2 . CAST BELOW THE BARS. TENSION LAP SPLICES SHALL BE CLAIM B UNLESS ONE HALF OR LESS 3. OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. CCMPRESSION LAP SPLICES SMALL BE A MINIMUM OF 30 BAR DIAMETE 4 . UNLESS OTHERWISE SNOW ON THE DRAWINGS. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVE 2 BAR DIAMETER AND CENTER TO CENTER SPACING 2 TWO BAR DIAMETERS (SPAC NG AND COVER CASE I). LAP SPLICE SCHEDULE 2 � 7 6 Db 4 , a S i � BAR SIZE MINIMUM DIAMETER 0 3 THROUGH ad 1 9, we AND '11 1 14 AND VII b Db S 10 D HOOPS AND CROSSTIES W/ SEISMIC HOOKS 3 1 f 13 CONSTRUCTION/ GCNTIROL JOINTS (I) I3 EA. WAY AROUND COLUMN 1/2' MASTIC JOINT AROUND COL. T'I'P. COLUMN PENt PLAN TYPICAL SLAB ISOLATION JOINT 1 14 SEE PLAN POR BLAB THICKNESS AND REINFORCING (TYP, )---' - � CUT ALT. WIRES AT JOINT CONTROL JOINT I/8' X 1 1/2' PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED CONbt1 UCtION JOINT (MAY BE SAWC,UT AT CONTRACT • OWNERS OPTION). O • • • • •! • 11;010 COMPACTED 6UBGRADE AND GRANULAR FILL PER SOIL ENGINEER'S REC:GMMENDATIONS 5 110 11 5 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN ecABS ON GRAD! TO SNEAK UP SLAB INTO RECTAN CIJLAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPI14:OX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SECOND RAM SEE PLAN FOR GLAD THICKNESS AND IEEINFORGIMCt (rn.) • A r m a r � „w i • r te . \.�� \ � \ . i% \\ �i •• •1 • •i•• • • •n• x rc CONSTRUCTION JOINT C. COMPACTED SUB GRADE AND GRANULAR FILL PER SOIL ENGINEER'S RECOMMEND AT IONS FIRST POUR D o44z- ,- 1 20 7 —BURKE 'KEYED KOLD' JOINT. STOP RE 1Nc. CLR OF JOINT EACH SIDE 6• fir L ? RECEIVED CITY OF TUKWILA Fcr•�+li CENTER : , 1 • i._• .. Je t ti Z W W Z Z W V J a. 0 0 C IN C W 0 ..J ref c rr, C 0 n • i.- 0 2 X6.0 a 0 0 0 Z W o , p • • a • a 0 • 0 4 41 t h it i ‘ t. 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MO • • .1. ••••• ...el." • L • mia 0 S. - - ••••••••■ WIEATING & COOLING IN • •■•■•• 4 4 • •I• - 1 '4 • •••••• ■ • • •••• • • V. • • . 1•41' "". / • - S. U • 4 , . ; 4 • • 1 10. .;_ * TITLE • • I • , • I s HVAC FLOOR PLAN FOR • ••••••••••.11, 11111•=1111 •■• •••■••••• 1•11•11•0.1 *8 4111.1/ • ...21 111 • ii . ANIM s•flIt • ••If•• ; L. !" • , • 41•••••■•• • • 0). 0.0 C C.I1 rrl CD I4 I ni 0 ..I Of 0 1 1 1 - e a n- r- r- s •-• • • 1 ••••••• 4 • - n 0 •_- ••I••••••• ••••••••• 0111.1ii CENDANT 15820 INTERNATIONAL BLVD TUKWILA, WA. 98188 .••••••• .111111811181111111111111■8018 ••■ t • ... __I 5 . d 4 SCALE J08 NUMI3ER DRAWING NO DATE DRAWN BY CHECKED BY I • 1 4 -- 4 • • - • *IV - - - t ; 4 t t . 5 • - - '77 035 Ml 0 1111 Iff , 11-11-04 .11BEr:LYbigitaR • •••••••..., NO. DATE BY REVISION SPLIT SYSTEM AIR COND. SCHEDULE MARK EQUIPMENT -MAKE, MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS ACID 10 MAKE MITSUBISHI MODEL PK24FK HEATIIJq ELECTRICAL 115.1 60 MINIMUM CIRCUT AMP 1 0 TOTAL WEIGHT 53 LBS FILTERS UNIT CONTROLS PROGRAMABLE NIGHT SETBACK THERMOSTAT MBH INPUT NA MBH OUTPUT NA AFUE% NA COIL MODEL NA S P NA CFM 700 ACOD- 10 MAKE MITSUBISHI MODEL PU2.4EK COOLING ELECTRICAL. 208 1 60 MAX FUSE SIZE 20 0 MINIMUM CIRCUT AMP 16.0 TOTAL WEIGHT 207 LBS COOLING 24 HOURS A DAY MBH TOTAL 24 0 MBH SENS NA SEER 10 6 PACKAGED A/C UNIT SCHEDULE MARK EQUIPMENT -MAKE. MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS AC -8 - JMOOEL TRANE YSC1023EMA HEATING 5 ELECTRICAL 208 -3 -60 MAX FUSE SIZE 60 MINIMUM CIRCUT AMP 45 1 TOTAL WEIGHT 1067 LBS FILTERS (4) 20 x25 UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECOI IOMIZER AND DUCT SMOKE DETECTOR MBH INPUT 150 0 MBH OUTPUT. 121 AFUE% 81 COOLIFJG MBH TOTAL 105 0 MBH SENS SEER 10 1 S p 5- CFM 3400 PACKAGED A/C UNIT SCHEDULE MARK EQUIPMENT -MAKE, MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS AC 1 3 _ MODEL TRANE YSC048A3EMA HEATING ELECTRICAL ,, 2 08 3 60 MAX FUSE SIZE 35 MINIMUM CIRCUT AMP 23 9 TOTAL WEIGHT 608 LBS FILTERS (2) 20 "x25'x1" UNIT CONTROLS PROGRAMMABLE f JIGHT SETBACK THERMOSTAT WITH ECONOMIZER MBH INPUT 80 0 MBH OUTPUT 64 0 AFUE* 81 COOLING MBH TOTAL 49 2 MBH SENS SEER 10 0 S P 5• CFM 1600 PACKAGED A/C UNIT SCHEDULE MARK EQUIPMENT -MAKE, MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS AC 4 -6 , MODEL TRANE YSC060A3EMA ,HEATING ELECTRICAL 208 360 MAX FUSE SIZE 50 MINIMUM CIRCUT AMP 31 5 TOTAL WEIGHT 632 LBS FILTERS (2) 20 °x25 "x1 " UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK WITH ECONOMIZER AND DUCT SMOKE DETECTOR MBH INPUT 80.0 MBH OUTPUT 64.0 AFUE% 81 COOLING MBH TOTAL 63 1 MBH SENS SEER 10.2 S P.: 5° CFM. 2000 PACKAGED A/C UNIT SCHEDULE MARK EQUIPMENT -MAKE, MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS AC -7 - MODEL TRANE YSC090A3EMA HEATING. ELECTRICAL 208 -3 -60 MAX FUSE SIZE 60 MINIMUM CIRCUT AMP 42 7 TOTAL WEIGHT 988 LBS FILTERS (4) 16 "x25 "x2" UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECONOMIZER AND DUCT SMOKE DETECTOR MBH INPUT 150.0 MBH OUTPUT: 121.5 AFUE% 81 COOLING MBH TOTAL 95 0 MBH SENS: SEER 10 1 S P 5- CFM 3000 PACKAGED A/C UNIT SCHEDULE VAR.( . -�� ==' _N! ��A. E OD S ZE EQUIPMENT -MAKE. EM REMARKS .. EF E ".ice" = Cam`. - ..+_ Z.,`.`ER k , �1 3.sOC MARK MODE.SIZE.PERFORM ELECTRICAL DATA REMARKS AC-9 MODEL TRANE I YCD180B3LAH HE. -TIr J G ELECTRICAL 208 3 60 TOTAL WEIGHT 2030 LBS t . 5 . EC '.. MBH II 1FUT 250 0 -' � MBH OUTPUT I 75 0 4.1 z 3 AFUE* 80 7 MAX FUSE SIZE 90 FILTERS L OOL : :' JS' 44 20 x25 .2' MBH TC 'r AL 182 0 F.±� SE► JS 1.Ii 4IMUF.1 CJRCU� T .:.F.,0 78 L. SIT or �T�� s SEER 9 PROGR.4.U1.1. -134.E . J , G .T S P 5 SE'S. -Oi iE 1. I.♦ iT' -. E`. :'1l.' ,.`Q ..'1C :1 -' 5 C 0.2C S'.' -E DE : ; :::c I EXHAUST FAN SCHEDULE VAR.( . -�� ==' _N! ��A. E OD S ZE E EOTnICA _�„ CAA EM REMARKS .. EF E ".ice" = Cam`. - ..+_ Z.,`.`ER k , �1 3.sOC ELEC :. �6 360 .. 3 tnjyL �a�1EjT 2 LBS EXHAUST FAN SCHEDULE EQUIPMENT MARK MAKE.MODEL SZE ELECTRICAL DATA REMARKS •-F 5 '.I. KE CE' Jam:._ BLO:'.E? Cpk.c , 43 c SF . 25. ELECTRICAL 238 , a... 19X 1'G LBS UNIT HEATER SCHEDULE ttA Eat :iPVEN" VAKE V ,mot_.S~ E ELEC'RICA. CA -A �c �1.'►�J -�Kc U►+ 2 E 21i4 ..44.F • OC ELECTRICAL 1 t ®C �+�s .. s 3 96 LEIS � J' _ !C1R 4. +:ITT 8 - •5. a.FLIEw 83 EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE.MODEL.SIZE ELECTRICAL DATA REMARKS EF -4 MAKE ILG MODEL CRDA -12 CFM 850 Sp .25' ELECTRICAL 115-1-60 HP 18 RPM r !A TOTAL WEIGHT 105 LBS 1 EXHAUST FAN SCHEDULE UNIT HEATER SCHEDULE EQUIPMENT I MAKE.MODEL,SIZE ELECTRICAL DATA REMARKS EF -3 v : . '' - ' : , E _ S `* C A r TOTAL WEIGHT - 109 LBS • � ..p■ • • s.:":4' E J = E` 40•= _C - ••'E— ' G t . 5 . EC '.. --� 'E ti -' � �. E r 83 4.1 z 3 1 EXHAUST FAN SCHEDULE MARK EQUIPMENT I MAKE.MODEL,SIZE ELECTRICAL DATA REMARKS EF -3 MAKE ILG MODEL CRDA -13 CFM 1300 SP .25' ELECTRICAL: 115-1-60 HP 1/5 RPM NA TOTAL WEIGHT - 109 LBS EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS EF -2 MAKE: ILG MODEL CRDA -12 CFM: 1075 SP.- _ 25 ELECTRICAL: 115 -1 -60 HP: 1/8 RPM NA TOTAL WEIGHT: 105 LBS. EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS EF -1 MAKE ILG MODEL CRBA -44 CFM 23,000 SP : .25 ELECTRICAL 208 -3 -60 HP: 5 RPM: 468 TOTAL WEIGHT 456 LBS. UNIT HEATER SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS UH -3,4 MAKE REZNOR UDAP -400 HEATING ELECTRICAL: 115-1-60 AMPS: 11 0 TOTAL WEIGHT: 306 LBS. MBH INPUT 400 MBH OUTPUT 332 AFUE% 83 • E E 5-.: SE' .' ` COPincoCkLEC S' E STAT SEr v3 44 4 P Z313 3 JTRO LLED BY FREEZE STAT SET @ 44 F WHEN EF -1 IS ON e L. -v. \.' r-b kicroP $Tiq"I'Epi S BREAK -AWAY DUCT CONNECTION TYPICAL BOTH ENDS OF SLEEVE. SEE DETAILS THIS SHEET. 16 GAUGE (MIN) SFD SLEEVE PROVIDED BY MANUFACTURER. 6' N, 6" MAX SLEEVE LE GTH. ACCESS PANEL IN DUCT. 18 GA. WALL FLANGE ALL AROUND. ACTUATOR LOCATED ON OUTSIDE OF DUCT, TYPICAL FOR SMALL SFD'S AND ACTUATOR ACCESS THROUGH ACT TYPE CEILINGS, MECH CONTRACTOR TO PROVIDE ACCESS IN DUCT FOR VISUAL INSPECTION OF SFD BLADES. OPTIONAL ACTUATOR LOCATION IN AIR STREAM, TYPICAL FOR ACTUATOR ACCESS THROUGH SHEETROCK TYPE CEILINGS. MECH CONTRACTOR TO PROVIDE ACCESS PANEL IN DUCT FOR ACTUATOR MAINTENANCE. ARCHITECT TO PROVIDE ACCESS IN GYPSUM CEILING. TYPICAL SMOKE /FIRE INSTALLATION ISOMETRIC Dbist SIEPARATT PERMIT AND tapPINOWL IREQUIND r, �� 1 C 4a , i -:.7., i . I I . - T 1 ## i 2 - '. 1;1 • E , Offlillt! s >� is ;Wail i . 6 1 4 iglIN Sii w F1 I- i SPEC' 4 0 N ' m z z u) $, 0 Q 0 U D J CO Z co J T M w m Q v, z ci: w � D? J Z W CO N Y o V � M3.0 C L z p a X .l12111111E COUNOCISOCCI . Numeric Summary - Basic , Projects All Protects Symbol Qty I Labet Unlis , Avg LLF Max Mm I Avg /Mt ITi/MIn ADMIN - ytoorj rc 1.07 i 1.8 0.2 5.35 9.00 ADMIN - $toor..2 .. Fc 1.15 1.9 0.4 2.88 4.75 ADMIN - jioor Fc 1.08 1.8 0.3 I 3.60 6.00 Lumlnalre Schedule Project! All Projects Symbol Qty I Label Arrangement Lumens LLF Description � • 24 B -EM SINGLE 300 0.800 2PM3N 2 U31 9LD 0 uiIla n n Id 1.0•••• immi Timm 0 m i lNUUUiITP11111111111111111111■ � 1111111111111111111111111111 ■■ 0 GFI . �1���1�U ■LJ L��■I lr� 11 ■II�J ! I■ ■ ■ ■ ■ ■ 111 ■ 1 t ■1 ■■11 ■V ■ ■I�r�■ Iililil 1� \lI��LI ■I!11- �111��1 IA■ ■ ■10 ■L " \_il, � �■Yl■tl I iii1IIII1L � IRlurnil Y u�iii % ���IiI�EIt ■ ■ ■ft ` `p. won 11111111 INN tt � 900O'70o0 1i 0Of0i7o009 � - � o � 101 ' ,. � 111111111 � a j • r �� Y • f rrA A ■�� ■ ■r ■ ■ \J pi L'�!! a� 1111111111111 ��1!aiw�i 11' �� A■■■ 1! 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UI1 IRIU 8 8 8 0 �NDENT�IDMIN BthLDING sa.a vie • r 3.111111111ME AND IMENIMED --r eo) Lot ‘0114)21-• O Cu 6 CO (1) S tp CtS • MEM 0 N f J • 41•111110 C a M co co e) 0 X ti (0 C .-J c f o g *c);) c co 1 I 21 Cit N � ARCHITECTURAL LEGEND A 41 41 -Y -- • DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION WORK POINT / DATUM POINT / CONTROL POINT COLUMN / GRID LINE OFRCE ROOM NUMBER & NAME WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE OVIWA 1101/7/- / /4111// /I//i 11///4111111 1111111011111111 111uMi111r1 111I11■I■111I SCOPE OF WORK EARTH SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE r w A0.1 TITLE SHEET ARCHITECTURAL A0.2 NOTES A1.1 SITE PLAN DA2.1A MAINTENANCE BUILDING PARTIAL DEMOLIT1ON PLAN A DA2.1B MAINTENANCE BUILDING PARTIAL DEMOLITION PLAN B A2.1 MAINTENANCE AND ADMINISTRATION BUILDINGS OVERALL FLOOR PLAN A2.1 A MAINTENANCE BUILDING PARTIAL FLOOR PLAN A A2.18 MAINTENANCE BUILDING PARTIAL FLOOR PLAN B A2.1 AE: MAINTENANCE BUILDING PARTIAL ELECTRICAL PLAN A A2.1 BE MAINTENANCE BUILDING PARTIAL ELECTRICAL PLAN B A2.1 AF MAINTENANCE BUILDING PARTIAL FINISH FLOOR PLAN A A2.1 BF MAINTENANCE BUILDING PARTIAL FINISH FLOOR PLAN B A2.3 MAINTENANCE BUILDING ROOM FINISH & DOOR SCHEDULES A4.1 MAINTENANCE BUILDING TOILET ROOM PLANS & ELEVATIONS E :L .A A6.18 STRUCTURAL 51.0 STRUCTURAL NOTES S2.2 MAINTENANCE BUILDING FOUNDATION PLAN S2.3 MAINTENANCE BUILDING ROOF PLAN S3.0 CONCRETE SECTIONS/ELEVATIONS S3.1 CONCRETE SECTIONS/ELEVATIONS S3.2 CONCRETE SECTIONS/ELEVATIONS S3.3 CONCRETE SECT1ONS/ELEVATIONS S6.0 CONCRETE DETAILS 1. Special inspection by Geomatrix, Geotechnical Engineer of Record, shall be provided per I.B.C. Sections 1704.7 and 1802 for the following construction items: a. Site excavation and grading b. Verification of soil- bearing capacity c. Placement of structural fill and soil compaction d. Placement and compaction of foundation and retaining wail backfi SUBMITTALS DEFERRED c7 SPECIAL INSPECTIONS REQUIRED 2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items: 9- a. Concrete construction: Continuous, see also Section 1704.4 b. Reinforcement at concrete construction: Periodic, see also Section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13 d. Masonry construction. including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2 e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3 Structural welding of structural steel for single pass fillet welds less than or equal to 5/16 inch and floor /roof deck welds: Periodic, see also Section 1704.3 h. High - strength bolting of structural steel other than slip - critical: Continuous, see also I.B.C. Section 1704.3 i. High- strength bolting of structural steel, slip - critical: Continuous, see also I.B.C. Section 1704.3, Section 115.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3 S a A6.1 DESIGN -B LD GH NG PLAN BY 'THERS - NOT N BIA'S CONTRACT), • NC B I Ir' 1' L C ' IL ' G ' LA A MAINTENANCE BUILDING PARTIAL REFLECTED CEILING PLAN B A8.1 DETAILS A9.1 ACCESSIBILITY DETAILS 1) Design -build Mechanical. Electrical, and Plumbing design drawings. 2) Life Safety System drawings. 3) Fire Sprinkler Drawings. 4) Exterior modifications (Separate Permit After SEPA & BAR Approval) 5) Fire Alarm System drawings 6) Design- drawings for the fiber- reinforced - polymer composite systems. See structural drawings for system location and specification. 7) Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 14.4. Compliance shall be required for tenant's Certificate of Occupancy. 1 INF ABBREVIATIONS TENANT CEIVD AN T CAR RENTAL GROUP. iNC. P 3. Box 612707. 3937 South 26th St i.)a1Ios, TX 75261 (9 72) 453 -4062 ♦ TIN: KARL S. WESTERY ova STRUNG REAL F Y ORGANIZATION °0 Box 91723. 600 160th Ave NE use. WA 99009- f 723 ( 425) 455 -8151 A T'TNt- MIKE LANCASTER TENANT IMPROVEMENT AND REMODEL OF BOMA_NG ALLEY INTO CAR M AIN 1ENANCE FACILITY NTH ADMINISTRATIVE OFFICES_ PROJECT TEAM ARCHITECT 6LUNK DE1MA TTE1 ASSOCIATES ARCHITECTS 1555 Boyshore Hwy.. Suite 300 Burlingame, CA 94010 (650) 692 -9911 A TTN: GAP PER EASON I• STIXTUAL CT ENGINEERING 180 Nickerson St. Suite 302 Seat*, WA. 96109 (206) 285 -4512 A'TN: RlQCF MEWING CODES: 2003 INTERNATIONAL BUILDING COOS (BC) 2003 UNIFORM PLUMBING CODE (UPC) 2003 N TERNA TIONAL 1ECHAl•CAL CODE (NC) 2003 II TE.RNiA TIONAL FRE 000E (ITC) 2003 WASHINGTON STATE ENERGY CODE. CHAPTER 51 -11 LAC 8ARRER FREE ACCESS PER 2003 BC & ICC /AID A117.1 -1998 2003 *ASHNGTON STATE VENTILATKPI F IDOCR Alt QUAjTY COO( M 9.715 SF. S-1. CAR VAMtTENAN1 20,614 S.F. (NOT INCLUDING 256 S.F. TRASH DICZOSu E) TOTAL: 30.329 S. FLUID S PROJECT DATA SHEET INDEX LATEST EDITIONS OF THE FOLLOIG: NATIONAL ELECTRICAL CODE (NEC) NATIONAL FEE CDDE (tFC) NATIONAL FRF PROTECTION AGENCY CDOES AND STANDARDS S (14F PA), ME CIF C0115111111C1101t rrPE A - FuLLY sPRIPORJERED PER NIPA 13 1 FLOOR (SEE A2.1 A & A2.18) 4141 tT 1 V S.1• * to • • s •12►,. .e..... SosSis VICINITY MAP • S SODS CITY OF ;L �. =4141. Mr") 0 t.":f PERMIT CE'. ER9 7 s IMP a sI 1 • spa • 41 mu" i s ` 1 ' NI tj .ti A / 4• 4 ■ 4 !17,1, i ,!tr_S ..E „ .••, STA T: Cr 'r:.:�►;:':G' PLAN CHECK 2/25/O5 tl A A.B. AC A.C. A/C A.D. ADJ. AGGR. AL. ALT. AMP. ANOD. APR. APPROX. ARCH. ASPH. A.S.T.M AUTO. B BD. BET. BIT. B.L. BLDG. BLK. BLKG. B.M. BM. BOT. BRG. BRK. BRZ. E.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CNTR. C.O. COL. CONC. CON T. CONST. CON TR. CPR. CPT. CSMT. CTR. CSK. CV. C.W. CU. YD. D D.A. DBL. DEM. DEPT. DET. D.F. DIAG. DIM. DISP. D.L. DN. DP. DPR_ DR. DS. OW. DWG. DWR. E E. EX'ST.E) A. E.B. E E.E.. ELEV. EMER. EN. AM. :Nr ENGR. r C E XJ) - ES'. EXC. EXP. Ex T EX TR. Anchor Bolt Acoustic Asphaltic Concrete Air Condittioning Area Drain Adjustable Aggregate Aluminum Alternate Ampere Anodized Apron Approximate Architect Asphalt Am. Soc. for Testing Materials Automatic Board Between Bituminous Building Line Building Block Blocking Bench Mark Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flashing Cost Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Con tract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Department Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Dampproofing Damper Door Downspout Dumbwaiter Drawing Drawer Ecst Existing Each Expar;s'or 5yt Exporslor JOin E eat (a Etevatt ar Errerctency E ^c*^ee E^ = osure c E•ec:• cc: 'Es: =irate _•ccNic:e E x used II` ter icr Ex :r.ded F F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick Floor Drian FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.H. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete N F.O.M. Face of Masonry F.O.S. Face of Stud F.O.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTG. Footing FUR. Furring FUT. Future 0 FR. DR. Fire Door G GA. Gauge GAL. Gallon G.B. Grab Bar G.C. General Contractor G.I. Galvanized Iron GKT. Gasket GL. Glass GR. Grade GRT. Grout GVL. Gravel GYP. Gypsum GSM Galvanized Sheet Metal H H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HDW. Hardware HDWD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I.D. IN. INS. IN T. INTM. INV. J J. JAN. JT. K K_ KIT. KO. K.P. E LG. LAB. LAM. LA . L.--. OCR. L. LT. LVR M pJ.S_ 60Ax. IM.BAR M ascwnr �. AIaxir)k;m Moct►ine Bo►t Moisti.re Barrier Inside Diameter Inch Insulation Interior Intermediate Invert Joist Janitor Joint Kip (1000 lb.) Kitchen Knockout Kickplate Length Laboratory Laminate Lavatory Left Hcid Locker Live Loco Lign t L.o4 vier Late= MBR. M.C. MECH. MED. MEMB. MET. MFR. MH. MIN. MIR. MISC. MLD. MOV. MRB. MT. M TL. MUL. MWK. N (N) NAT. N.I.C. NOM. N.T.S. P Q R Member Medicine Cabinet Mechanic (al) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale 0/ Over OA Overall OB. Obscure 0.C. On Center 0.D. Outside Diameter O.F.C.I. Owner Furnished/ Contractor Installed OFF. Office OH. Overhead O.H.M.S. Oval Head Metal Screws O.H.W.S. Oval Head Wood Screw O.J. Open Web Joist OP. Opaque OPNG. Opening OPP. Opposite PAR. Parallel PART. Partition PAV. Pay (ed) (ing) (ement) P.C.C. Pre -cast Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE-FAB.Pre-fabricate (d) P.L.F. Pounds per Lineal Foot P.G. Plate Glass PKG. Parking PL. Plate P.LAM. Plastic Laminate PLAS. Plaster PLY. Plywood PNL. Panel PT. Point P.P. Ponderosa Pine PR. Pair PREFIN. Pre - finshed PROJ. Project P.S.C. Pre-stressed Concrete P.S.F. Pounds per Square Foot P.S.I. Pounds per Square Inch PT. Paint (ed) P.T.D. Paper Towel Dispenser P.T.D. /R Paper Towel Dispenser/ Receptacle P.T.R. Paper Towel Receptacle P.V.C. Poly -Vinyl Chloride Q.T. Quarry Tile R. Riser, Radius R.A.G. Return Air Grill R.B. Rubber Base RB.T. Rubber Tile R.C.P. Reinforced Conrete Pipe R.D. Roof Drain R.D.F. Recessed Drinking Fountain RDWE`. Redwood RE:NF. Reeforce (d) (ii^ RE� _ Reference ?E r R . Refrigerator REG. Register REAL Remove REQ D. Requred RE S. Resent RET_ Return Revise (ion) R. Roofing RF.H. RFL. R.H. RM. R.O. R/W R.W.L. S Roof Hatch Reflect (ed) (ive) (or Right Hand Room Rough Opening Right of Way Rain Water Leader S.A.R. Supply Air Register S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule SCR. Screen S.D. Storm Drain SECT. Section SH. Shelf (Shelves) SHO. Shore (d) (ing) SHT. Sheet SHTH. Sheathing SKL. Skylight SL. Sliding SIM. Similar S.N.D. Sanitary Napkin Dispenser S.N.R. Sanitary Napkin Receptacle SNT Sealant S.P. Soundproof (ing) SPC. Spacer SP.D. Soap Dispenser SPEC. Specification SPKR. Speaker SPL. Special SQ. Square S.S. Stainless Steel S.SK Service Sink ST. Street STA. Station STD. Standard STL. Steel STR. Storage STRUCT. Structural SUS. SYM. SYN. SYS. S. T Suspended Symmetrical Synthetic System South T. Tread T &G Tongue & Groove T.B. Towel Bar T.C. Top of Curb TEL. Telephone TEM. Tempered THERMO. Thermostat THK. Thick (ness) THRESH. Threshold TOL. Tolerance T.P. Top of Pavement T.P.D. Toilet Paper Dispenser T.PTN. Toilet Partition TR. Transom T.SL. Top of Slab T.ST. Top of Steel T.V. Television T.W. Top of Wall TYP. Typical U U.B.C. UND. UNF. UR. V V. VAC. VAR. V.B. VERT VEST. V. G. VIN. VNR. V.T. W W. W/ W.B. W.C. IAD. WDw. W.G. W.H. wH .B. w_; W.M */0 Ili_ _ 5. WSC T. Wr W. 7. W_ .IVY. Y D. Yard Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Grain Vinyl Veneer Vin yi Tile West With Wood Base Water Closet Wood Window Wire pass Water Heater Wheel Bumper Wrought Iror Wre Mesh Without Water P': oofirg Water Stop Wainscot We+gt'► t Woof to wdf Welded Wire Mesh • • BLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 40300 BURLINGAME -CA- 940110 U TEL (650) 692-9911 FAX (650) 692 -0181 in N REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WI TH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • Z a 0 0: (.54q Q .1... z, W � �� W < g4.1 i.. i Ii � IJO8 NC. i A0.1 DATE 4 ABBREVIATIONS ARCHITECTURAL LEGEND DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION COLUMN / GRID LINE ROOM NUMBER & NAME WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE 1.u■■■ ■ ■uuIuI SCOPE OF WORK EARTH SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE A0.1 TITLE SHEET AROFTECTURAL A0.2 NOTES A1.1 DA2.1A DA2.1B A2.1 A2.1A A2.1B A2.1 AE A2.1BE A2.1 AF A2.1 BF A2.3 A4.1 A4.2 A6.1A A6.1B A8.1 A9.1 SITE PLAN MAINTENANCE BUILDING PARTIAL DEMOLITION PLAN A MAINTENANCE BUILDING PARTIAL DEMOLITION PLAN B MAINTENANCE AND ADMINISTRATION BUILDINGS OVERALL FLOOR PLAN MAINTENANCE BUILDING PARTIAL FLOOR PLAN A MAINTENANCE BUILDING PARTIAL FLOOR PLAN B MAINTENANCE BUILDING PARTIAL ELECTRICAL PLAN A MAINTENANCE BUILDING PARTIAL ELECTRICAL PLAN B MAINTENANCE BUILDING PARTIAL FINISH FLOOR PLAN A MAINTENANCE BUILDING PARTIAL FINISH FLOOR PLAN B MAINTENANCE BUILDING ROOM FINISH & DOOR SCHEDULES MAINTENANCE BUILDING TOILET ROOM PLANS & ELEVATIONS TOILET ROOM DETAILS MAINTENANCE BUILDING PARTIAL REFLECTED CEILING PLAN A MAINTENANCE BUILDING PARTIAL REFLECTED CEILING PLAN B DETAILS ACCESSIBILITY DETAILS S1.0 STRUCTURAL NOTES S2.2 MAINTENANCE BUILDING FOUNDATION PLAN S2.3 MAINTENANCE BUILDING ROOF PLAN S3.0 CONCRETE SECTIONS/ELEVATIONS S3.1 CONCRETE SECTIONS/ELEVATIONS S3.2 CONCRETE SECTIONS/ELEVATIONS S3.3 CONCRETE SECTIONS/ELEVATIONS S6.0 CONCRETE DETAILS 1. Special inspection by Geomotrix, Geotechnical Engineer of Record, shall be provided per I.B.C. Sections 1704.7 and 1802 for the following construction items: a. Site excavation and grading b. Verification of soil- bearing capacity c. Placement of structural fill and soil compaction d. Placement and compaction of foundation and retaining wall backfill SHEET INDEX DEFERRED SUBMITTALS 1) Design -build Mechanical. Electrical, and Plumbing design drawings. 2) Life Safety System drawings. 3) Fire Sprinkler Drawings. 4) Exterior modifications (Separate Permit After SEPA & BAR Approval) 5) Fire Alarm System drawings 6) Design - drawings for the fiber-reinforced-polymer composite systems. See structural drawings for system location and specification. Thi• !t'.:In was i - e vkx eel for general cuufurmancc with the fu'ht%• int, J• ! J by the !uri t ►,t; !son structural Provisions of the Intcrnotiunal Building Code [� Other conditions pMN;i t�tttirf.tl ::7h Sult)Cit l0 applicant is responsible for conformance' with all applicable :aim. l+f.tioCt np(+ the r e4 wr.- f aint. And nit :raretattc.ns of h the • I .nr.taa{. C'.t'.� �..fT of {:A'oflt e �.. :r�•ir2, .tit':_ "itv this review d�>atic teat t :li•v► th~ ,a l {► laws pl governing t „ rc <,Ion :. fie a :ontrietc 41%:•,01 41%:•,01 m aCvor.ance with I , , rid: : :t.m e �' nd the state of ashingtann. o St total Fn s t'tutts of the International Bui;tiin4 Code Jurisdiction By ar :t) \tti,DLt ::tt. !'c•. .. j Unn,inItant SPECIAL INSPECTIONS REQUIRED 2. Structural special inspections by qualified special inspectors shall be provided per I.B.C. Sections 1704 and 1707 for the following items: a. Concrete construction: Continuous, see also Section 1704.4 b. Reinforcement at concrete construction: Periodic, see also Section 1704.4 c. Installation of concrete and masonry adhesive anchors: Continuous, see also Section 1704.13 d. Masonry construction, including mortar, reinforcement, grout and structural connections: Periodic, see also Section 1704.5.2 e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2 f. Fabrication and erection of structural steel: Periodic, see also Section 1704.3 Structural welding of structural steel for single pass fillet welds less than or equal to 5/16 inch and floor /roof deck welds: Periodic, see also Section 1704.3 h. High - strength bolting of structural steel other than slip - critical: Continuous, see also I.B.C. Section 1704.3 i. High - strength bolting of structural steel, slip - critical: Continuous, see also I.B.C. Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3 7) Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shalt be required for tenant's Certificate of Occupancy. D A A.N. AC A.C. A/C A.D. ADJ. AGGR. AL. ALT. AMP. ANOD APR. APPROX ARCH. ASPH. A.S.T.M. AUTO. B BD. BET. BIT. B.L. BLDG. BLK. BLK G. B.M. BM. BOT. BRG. BRK. BRZ. B.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CNTR. C.O. COL. CON C. CON T. CONST. CON TR. CPR. CPT. CSMT. CTR. CSK. CV_ C.W. CU. YD. D.A. DBL. DEM. DEPT. DET. D.F. D1AG. DIM. DISP. D.L. DN. DP. DPR. DR. DS. OW_ DWG. DWR. Board Between Bituminous Building Line Building Block Blocking Bench Mark Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flashing Cast Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Contract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Department Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Dampproofing Damper Door Downspout Dumbwaiter Drawing Drawer E. East EXIST.(E) Existing IE A. Each F .G. Expansioi E.J. Exporsio'" ELE EMER. E's Alin. E\`, Eti:�R E V ES EXC. EX °. Anchor Bolt Acoustic Aspholtic Concrete Air Condittioning Area Drain Adjustable Aggregate Aluminum Alternate Ampere Anodized Apron Approximate Architect Asphalt Am. Soc. for Testing Materials Automatic Bo: t vO +rt ; Ereictt Er'''ergenc) Enome• Enc os:re E"c t ee Elec- - ;co' P E ,= ` , re ,,t Es:.rrcte E *ccYctte Exposed E xter:ti► Extr,eded J K L W F F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick F.D. Floor Drian FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.H. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete N F.O.M. Face of Masonry F.O.S. Face of Stud F.Q.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTG. Footing FUR. Furring FUT. Future FR. DR. Fire Door G GA. GAL. G.B. G.C. G.I. GK T. GL. GR. GR T. GVL. GYP. GSM H H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HDW. Hardware HDWD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I.D. IN. INS. INT. IN TM. IN V. J. JAN. JT. K. KIT. KO. 4(P. LG. LAB. LAM. LA• L.-. LKR. L`t►'R LB_ MAS. M A k_ 111.9. M.SAR. Gauge Gallon Grab Bar General Contractor Galvanized Iron Gasket Glass Grade Grout Grovel Gypsum Galvanized Sheet Metal Inside Diameter Inch Insulation Interior Intermediate Invert Joist Janitor Joint Kip (1000 lb.) Kitchen Knockout Kickplate Length. Laboratory Laminate Lctctory Left Hand Locker Live ,cad Light Lot.. ver Late! IMas artr'r Ala, prr ur'' wN ccn ine Boi t (Moisture Barrier PAR. Parallel PART. Partition PAV. Pay (ed) (ing) (ement) P.C.C. Pre -cost Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE - FAB.Pre- fabricate (d) P.L.F. Pounds per Lineal Foot P.G. Plate Glass PKG. Parking PL. Plate P.LAM. Plastic Laminate PLAS. Plaster PLY. Plywood PNL. Panel PT. Point P.P. Ponderosa Pine PR. Pair PREFIN. Pre - finshed PROJ. Project P.S.C. Pre- stressed Concrete P.S.F. Pounds per Square Foot P.S.I. Pounds per Square Inch PT. Paint (ed) P.T.D. Paper Towel Dispenser P.T.D. /R Paper Towel Dispenser/ Receptacle Paper Towel Receptacle Poly -Vinyl Chloride P.T.R. P.V.C. �Q C.T. Quarry Tile R MBR. M.C. MECH. MED. MEMB. MET. MFR. NH. MIN. MIR. MISC. MLD. MOV. MRB. MT. MTL. MUL. MWK. N (N) NAT. N.I.C. NOM. N.T.S. Member Medicine Cabinet Mechanic (al) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale Over Overall Obscure On Center Outside Diameter Owner Furnished/ Contractor Installed OFF. Office OH. Overhead O.H.M.S. Oval Head Metal Screws O.H.W.S. Oval Head Wood Screw O.J. Open Web Joist OP. Opaque OPNG. Opening OPP. Opposite 0 0/ OA OB. O.C. 0.D. 0.F.C.I. P R. Riser, Radius R.A.G. Return Air Grill R.B. Rubber Base RB. T. Rubber Tile R.C.P. Reinforced Conrete Pipe R.J. Roof Drain R.D.F. Recessed Drink f ot..r`tair RD WD. Redwood RE:NF. Re:`orce (a; RE . Re'ere -ce RE= R _ Rey'-- aerator REG 'register REM. Re ;,ve REJ:;. Re'red RES. Resii 4r't RE !. Return RE \• Revise (ion) R . G. Roofing (iir gg i RF.H. RFL. R.N. RM. R.O. R/W R.W.L. S S.A.R. Supply Air Register S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule SCR. Screen S.D. Storm Drain SECT. Section SH. Shelf (Shelves) SHO. Shore (d) (ing) SHT. Sheet SHTH. Sheathing SKL. Skylight SL. Sliding SIM. Similar S.N.D. Sanitary Napkin Dispenser S.N.R. Sanitary Napkin Receptacle SNT Sealant S.P. Soundproof (ing) SPC. Spacer SP.D. Soap Dispenser SPEC. Specification SPKR. Speaker SPL. Special SQ. Square S.S. Stainless Steel S.SK Service Sink ST. Street STA. Station STD. Standard STL. Steel STR. Storage STRUCT. Structural SUS. Suspended SYM. Symmetrical SYN. Synthetic SYS. System S. South T T. Tread T &G Tongue & Groove T.B. Towel Bar T.C. Top of Curb TEL. Telephone TEM. Tempered THERMO. Thermostat THK. Thick (ness) THRESH. Threshold TOL. Tolerance T.P. Top of Pavement T.P.D. Toilet Paper Dispenser T.PTN. Toilet Partition TR. Transom T.SL. Top of Slab T.ST. Top of Steel T.V. Television T.W. Top of Wall TYP. Typical U U.B.C. UND. UNF. UR. V V. VAC. VAR. V.B. VERT VEST. V.G. VIN. VNR. V. T. W. w, W.B. W.C. W:. WO W_ W.G. W.�. *-■ . B VII. * 0 WSC 41. _ 8. Y Nen Roof Hatch Reflect (ed) (ive) (or) Right Hand Room Rough Opening Right of Way Rain Water Leader Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Grain Yin yi Veneer Vinyl Tile West W4th Wood Base Water Closet Wood Window Wire Gross Water Heater Wheel Bumper Wro..igt't iron Wire Mesh Wthox:t Water Proofar.c Water Stoo Wainscot weight ti t c 1M J! W ided We Mesa Yard TENANT CENDAPT CAR RENTA CROUP. INC_ P.0_ Bow 612707. 3937 Sok:th 26th St. :,,ics, Tx 7526 (972; 4 53 - 4062 ATTN: K&R S wES N owpER STERLING RE AL, rr ORGANZA i ON P.O Box 9/723. 600 '60th Ave_ ME BeAewe, WA 98009 - 1723 (425) 455 -8151 A r11h: MIKE LANCASTER TENANT IMPROVEMENT AND REMODEL OF BOILING ALLEY INTO CAR MAINTENANCE FACIU TY MATH ADMINISTRATIVE OFFICES. PROJECT TEAM ARCHITECT BLUNK DEM A TTE! ASSOCI A TES ARCHITECTS 1555 Bcythore Hwy.. Suite 300 8urtingome. CA 94010 (650) 692-99 ATTN: CH ANDL~ER EASON Ill STIIJCT(flAL C7 ENGINEERING '8O Nickerson St_ Suite 302 Seat! WA- 98109 (206) 285-45;2 ATTN: TN: RICK IIFYBLE 8. COMMERCIAL. OFFICE 9.600 S.F. 5 -1. CAR MAIN TENANC 20,445 S.F. TOTAL: 30,045 S.F. PROJECT DATA GOWRIING & 2003 INTERNATIONAL Bt*Ot4G CODE (18C) 2003 UNIFORM PIJAISING CODE (UPC) 2003 INTERNADONAL 11ECHANC.A . CODE (NC) 2003 NTERNA TONAL F'>IRE CODE (rc) 2003 SASHI•GTON STATE ENERGY CODE, CHAPTER 51 -11 SAC BARRIER Vii` ACCESS PER 200.3 SC & :CC/ AN9 A117.1 -1998 203 WASHINGTON STATE VENTILATION & NDOCR Aft Qu ALI TY CODE T E CT C011151111110 101t OCCUPPIIIM TYPE ii - f'U! LY PER NI 13 T FLOOR (SEE 40.2) Fusr S?Li)6. LATEST EDITIONS OF TIE FOLLOWING: NA DO1NAL ELECTRICAL CODE (NEC) NATIONAL F FT CODE (WC) NATIONAL. FRE PROIECDGN AGENCY CODES AND STANDARDS (PFPA), VINTY MAP • BLUM< DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA - 94010 ■ TEL (650) 692 -9911 FAX (650) 692-0181 ■ NO. A:iGI^TERFr) MC ITECT oNY :P' :kS CCMA;TEi SLATE Cr ViA;,H :NG T O PLAN CHECK REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a: O Ix 0 5t Q� Z w� E Q c:a U �� DATE .AB "cC 'MVOS 20‘157 SHEET 1 A0.1 I/226/05 7 DATE I = 300% for single story buildings A * =Af+ A + r AcXis 100 L 100 A.= 17,500 +[17,500 x 86.451 + 17,500 x31 100 100 A� =17,500 + [ 15,128.75 + 525 A� = 33,153,75 sq. ft. allowed Frontage increase per section 506.2 If 100x If= 100x 762 842 BUILDING ANALYSIS Binding analogs for Existing buildings Maintenance FocUity. Tree existing bowling alley building is 30,045 sq.ft and is a Group B occupancy 21,000 sq.ft and an H -1 (doss III B fluids) occupancy of 543 sq.ft. All uses allows a 19,000 sq.ft Type IIIB building with the allowable area increase shown Allowable Building area increase for Maintenance Facility per section 506 Area A 17,500 sq. ft. per Table 503, Type III B Construction for S- 1 occupancy (B occupancy has higher allowable square footage) F - 0.25 P J ozs� _401 J 30 If= 100. [ 0.655] 1.33 If = 86.45 Note that W can be up to a factor of 2 per 506.2.1 exception 1 and 2. Building has fire sprinklers; existing heads will be relocated as required to comply with the coverage requirements for new tenant improvements. Building has the following setbacks: 1) 56' to the west property line (40' for new canopy) 2) 56' to the south property line 4) 10' --1" to assumed north property line centered between this building and the existing administration building (20' -2" total building separation) 5) 32' to assumed east property line between this building and QTA building (64' separation) and 16' -10" north to assumed north property line between this building and administration building (33' -8" separation) except in a limited area where separation is 7-9" (15' -6" total building separation) Building is a Type III building with two -hour fire rated exterior walls as required per table 601. The exterior walls ore 8" thick concrete block; 4" concrete block is rated two hours per table 720.1(2), item 3. Where building separation is less than 10', exterior walls are fire rated one hour as required by Table 602 with 8" thick concrete block. Maintenance Building Occupancy separation war: 1) Table 302.3.2 shows a required 3-hour fire rated barrier wall between an office, B occupancy, and a motor vehicle repair, S -1. 2) Section 302.3.2 exception allows a one hour fire rated reduction so that this rating would be dropped from a L requirement of three hours to two hour fire rated barrier wall. 3) The fire barrier does not have to extend beyond the exterior face of the wall since the wall meets exception 705.5.1 and the exterior wall will be fire rated one hour for distance of 4' on both sides of the fire barrier wall. 4) The fire barrier con stop at the bottom side of a Type III building combustible roof sheathing or decks when roof construction meets section 705.6, exception 4 (no opening in roof deck 4' away from wall. roof has a class B rating and roof is constructed with a minimum of a Class B rating with 5/8" type 'X" gypsum boardon 2x ledgers under combustible roof 4' -O" each side of the wall) Accessory use in Maintenance Foc lity (S occupancy) Open office and closed office are within the Maintenance garage (S -1) area total 1,808 sq.ft. Total maintenance facility is 21,000 sq.ft. An accessory use area per section 302.2 is not required to be separated by a fire barrier when the accessory use is less than 10% of the total used area. 1,808/21.000 = 8.6%. Therefore the accessory office use within the Maintenance facility (S -1 occupancy) is allowed without a fire barrier. Toe B eodstin9 construction dslirne & 19C 2003 defines Type III construction in section 602.3 as 'construction in which the exterior walls are of non - combustible material and the interior walls are of any material permitted by code. Fire- retardant- treated wood framing complying with Section 2302.2 shall be permitted within exterior wall assemblies of two hours or less." All exterior walls are constructed of non - combustible material: concrete masonry units, concrete, storefront gloss wall and frame, and metal doors and frames. All interior walls are constructed of material permitted by this code_ Table 601 defines Type III B as having zero fire resistance rating for the structural frame, interior bearing walls, non - bearing interior or exterior wafts and partitions, floor construction and roof construction. The existing building elements meets this requirement. The exterior bearing walls are required to be 2 -hour fire rated. The exter walls of the Administration buiding ore either 8" thick concrete walls or 8" thick Concrete Masonry Unit (CMIU) wails. All 8" thick concrete walls are four -hour fire rated per table 7 20.'(2) material 4. Ali 8" thick CUU walls are 4 -hour fire rated per table 720.1(2) materiel 3_Concrete masonry :hits_ Per 506.1 with 8,502 sq.ft, S--1 Occupancy with have a Type III construction. Table 503 below: Modifications" CONSTRUCTION NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR ", "CLR" OR "HOLD" W/O WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW 0°ENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1 A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1 AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. � PLAN CHECK NOTES *1 Mechanical systems shall comply with the System Commissioning requirements of Washington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of Occupancy. *2 Emergency lighting will be provided as required by I.B.C. Section 1006.3. See design /build electrical lighting plans for emergency lighting information and locations. *3 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138), Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design/build mechanical drawings. *4 Doors 105, 104, 113, 114, 103, 115, 139, 140 and 102 shall be insulated to the minimum requirements of on S -1 Occupancy for a semi - heated space. per Washington State Energy Code Section 1310.2. *5 Areas of S -1 occupancy [Maintenance (135), Women (128), Men (129), Distribution Dept (130), Asst. M&D Manager (132), District Manager (133), District Coord. (134), Storage (150), (E) Fluids (151), Tire Storage (139), Warranty Storage (138). Parts Storage (137), and Parts Mgr. (136)] shall have ventilation that complies with Washington State Ventilation & Indoor air quality code and WSEC Section 1310.2 for S -1 occupancy for semi - heated spaces. See design /build mechanical drawings. 91)110 • 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A -201, LATEST EDITION, SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING /BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY/MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGNAGE FOR COMPUANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH THE BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 2C. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE. 21. PROVIDE AND INSTALL. SMOKE DETECTORS AND SPEAKER /STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE FIRE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBLIES SHALL HAVE A U.L. APPROVED LABEL. ALL DOOR HARDWARE SHALL COMPLY I TH THE ADA SECTION "DOOR HARDWARE'. PROVIDE SIGN AGE FOR CC MPU ANCE FROM THE INSIDE I THOU T THE USE OF A KEY. SPEOAL KNOWLEDGE OR EFFORT. 24. ALL DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS, OR AS CLARIFIED BY BOA. UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE DETERMINED BY SCALING THE DRAWINGS. 25. DIMENSIONS ARE TO FACE OF STUD OR FACE OF FINISH OR CENTERLINE OF COLM N OR c NTERUNE OF WINDOW OW YUI.UON UNLESS OTHERWISE NOTED. ALL NEW FINISHES ARE TO ALIGN WITH EXISTING FINISHES WITHOUT EVIDENCE OF ADDITION UNLESS OTHERWISE NOTED. 26. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALJ TY, OR DEFICIENT IN ANY REQUIREME14T OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE IN CONSEQUENCE OF CENCANT'S OR OA FAILURE TO DISCOVER OR POINT OUT SAID DEFECTS OR OEF OENOES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED BY WORK co ONFOMN TO THE CONTRACT. NO PAYMENT. NT. EIT! ER PARTIAL OR FINAL.. SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR ROPER MARLS. 27. CONTRACTOR SHALL MOM( COMPLETE PRODUCT DATA AND RELATED PROJECT CLOSE OUT INFORMATION APPROPRIATE FOR OZNIDANTS LIMA IN EkANIX AND OPERATION OF PR UICTS FURNII9IED UNDER THE CONTRACT_ GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE- -YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL. ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEILING NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBUC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575 -4404. 9. (NOT USED) 10. NEW SUSPENDED CEIUNG SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN REVIEW. 12. A SEPARATE PERMIT IS REQUIRED FOR 8' -O" HIGH CHAIN UNK SECURITY FENCE. 13. A SEPARATE PERMIT IS REQUIRED FOR THE ABOVE - GROUND FUEL TANK. 35. FIRE DEPARTMENT NOTES: 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY ORDINANCE NO. 2047) 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE ��, 'VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN �''; , FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OF ' -, �,,�."„, OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE NA? '� ..•,,,;: SECTION 508 AND CITY ORDINANCE NO. 2052) PERMIT CENT 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. X13. #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU, FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL. THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL. SUBMIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY ALE. AND ONE FOR THE JOB Si TE _ (CITY ORDINANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, FIRE ALARM SYSTEMS, DUST COLLECTORS, FUEL STORAGE, ETC., REQUIRE SEPARATE PLANS AND PERMITS. PLANS TO BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO START OF INSTALLATION. (cm ORDINANCE NOS. 2051 AND 2047) 6. PORTABLE ARE EXTINGUISHERS WILL BE REQUIRED :N FINISHED BUILDINGS PER N.F.P.A_ dip (wok"' RATING 2A. 1OBC). 7. BUILDINGS U TILE ZING S TORAt OF 4lGH PLED C01rsUSTeiE STOCK 1Mt.L REQUIRE MECHANICAL SMOKE REMOVAL. PER CHAPTER 23 OF THE 2003 INTERNATIONAL FIRE CODE. a NO BUILDING WILL BE OCCURED. BY PEOPLE OR 1ERCHAINDISE, PRIOR TO APPROVAL AND INSPECTION BY FIRE AND BOIL LNG DEPARTMENTS. 9_ SPECIAL FIRE DEPARTMENT PERMITS ARE REQUIRED FCR SUCH THINGS AS: STORAGE OF COMPRESSED GAS.. CRYOGEN'S, OR" CLEANING PLANS. REP Aft GARAGES. PACE'S OF ASHY, STORAGE OF HAZARDOUS MATERIALS, FLAMMABLE OR COMEItJSTUBLE LIQUIDS OR SOLIDS. LPG. WELDING AND CUTTING OPERAMP4S. SPRAY PAWING. ETC. (INTERNATIONAL FIRE OCJDE SEC11014 tcl►6) 10 now DEPARTMENT NEVI ASS IS 'REQUIRED TO WITHIN 150" OF ANY PORTION OF AN EXTERIOR 'NALL OF THE MST STORY. FIRE DEPARTMENT ACCESS ROADS w MESS OF 1500` REQUIRE A TURN PROMO, FINE DEPARTMENT ASS ROADS SHALL SE 140T LESS THAN 20" WOE W>A1H AN UNOBSTRUCTED vER1MCrA. CLEARANCE OF 13" - 6' . (OTY ORDNANCE Na 2047) • w 1< 77C‘:: F /0,47 �/fr I( THO PLAN CHECK 2125/05 NO REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENOES DISCOVERED SHAM IMMEDIATELY BE REPORTED TO THE ARCHITECT A02 DATE ,JOB 1I0 . 20467 s BLUNK DEMATTEI ASSOCIATES ARCHITECTS AlA 1535 BAYSHORE HWY 0300 CA - 94010 TEL (630) 692-9911 MI FAX (650) 692 -0181 1111 4 BICYCLE PARKING mum, nom tua qr"""ammaN QTA FAC .ITY SLIDING GATES El. CHAFIRO RESTAURANT QC) qtal a rt a 0 4WD MO .11•1111•.... 4/116 M11111.111 ■IIND IMO 011.1.111111/1. dip N84!'355414 !87.13; RFQ'D BLDG SETBAcK (SHov44 DASFED - SEE BOXED NOTE) ExrERIoR impRoveWNrs (LACER SEPARATE PEanr) [r,QI- (N) MAN -6ATE P4' PIN -PAD SEcuRrTy t1MER SEPARATE PERmr, • DOLLAR 1T -A -CAR (MC) 41•11 ■ a 41111MIIIIIIIND f N 411•11 W86 '355414 186.&ffr WASHINGTON STATE PATROL NC) I NO5 °5 4.51' N3q'40'21"E 31.4 1`Sp^� MG 7' • , V t ort - 400 • I (V cookr P INTERIOR OF .n " L era) (SEE FBICE err) --� • • I L = 68.35' .5•11 R *411.68' • I IAL •o• Iftwo qv ~ x - Power vault -7k (PHE) CELL ONE K TO (N WER T fi Rf T-- — FENCING 4 STORAGE CONTAINER (UNDER SEPARATE FENCING PERMIT) (E) LIGHT STANDARD - REMOVE 4 REPLACE W/ (N) SITE LIGHT FIXT. (TYP) - SEE DESIGN -BUILD ELEG D/6165 (UNDER SEPARATE PERMIT) (E) LANDSCAPING SHOWN SHADED LIGHT) SEE LANDSCAPE (UNDER SEPARATE PERMIT) (E) TREES. !m') FUTURE l V ABOVE -GRO GAS TANK 4 ENCLOSURE SEPARATE PERMIT) FUTURE QTA FACILITY (UNDER SEPARATE PERMIT) i O is n r 4 N26'5155 4I 4' N8q'30'5q "E 5.44 Ne,q•30'Sq" E 750' r r3 5,5414 40.16' NOTE: BUILDING PERMIT APPLICATION FOR TENANT IMPROVEMENTS FOR MAINTENANCE FACILITY; NO SITE MOM( SITE PLAN IS FOR ONLY. O. NOTE. ITI TVEATER DEMOLON, QTA, ABOVE -GR UND &AS TANK, EXTERIOR I BENTS AV SITE SECURITY 4 FENGIN& )1ORK ARE LL A UNDER SEPARATE PERMITS. NOTE: TUC *LA Rrfl BLVD: 5 160TH ST: f1 ea: 3: LL C A OT SIDES: 20' 10' 10' 10' SHUTTLE PAC .� 15 30 60 PRO ECT REG • AL COMMERCIAL) BUILDING USE ADMINISTRATION OFFICE (1 FLOOR) MAINTENANCE OFFICE B (1 FLOOR) CAR MAINTENANCE S -1 GUARDBOOTH SECURITY U (1 FLOOR) QTA CAR WASH, FUELING S -1 (1 FLOOR) (6,159 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS APNs p/►RCEL 1 222304 9101 - 02 PARCEL 3 PARCEL 2 222304 - 9015 -07 PARCEL 4 SITE AREAS BUILDINGS 50,801 SF (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27.039 SF (E) PAVING 418,015 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) (N) PAVING 38.334 SF TOTAL SITE 658,723 SF CANOPIES (E) CANOPIES (N) CANOPIES CANOPY TOTAL PARKING DATA SQUARE BUILDING FOOTAGE MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20,614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUARDBOOTH 48 SF (1 FLOOR) QTA 9,899 SF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS BICYCLE PARKING DATA SQUARE FOOTAGE 16,684 SF BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE 30.329 SF (1 FLOOR) QTA 9,899 SF (1 FLOOR) (INCLUDING CANOPY) 8.508 SF 9.506 SF 18,014 SF QCCUPANCY CI ASSI FICA TION .SQUARE FOOIAGI B TYPE III 16,684 SF TYPE III TYPE V TYPE II 222304 -9001 -03 QUARTER: 2223049102 -01 .SECTION: LL TOWNSHIP: RANGE: PARKING STALLS STALLS REQUIREMENTS REQUIRED PROVIDED 1 STALL / 333 SF 30 31 1 STALL / 1000 SF 21 23 1 STALL / 333 SF 51 53 1 STALL / 333 SF 1 1 1 STALL /1000 SF _IQ 13 113 121 BICYCLE SPACES SPACES REQUIREMENTS REQUIRED PROVIDED 1 SPACE / 50 PKG STALLS 1 1 1 SPACE / 50 PKG STALLS 2 2 1 SPACE / 50 PKG STALLS 1 1 C Pr cEI . E: '- - .� • . Pt. v ♦ VC �w • D04'1o2 • 30,329 SF 48 SF 3.740_5f 50,801 SF SW 1 /4 OF SW 1 /4 22 231V 4E., W.M. _ 1 NO. 1 . 111, _._ SLUNK DEMATTEL ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLMVCAME — CA 94010 \ TEL (650) 692 -9911 FAX (650) 692 -0181 NM ;.........\.......... ,A lf:)..;.".; -- : , I LL7 A „T} ^ S;Y J .M S r. T2! A' 1 DRB MODIFICATION 4/14/05 PLAN CHECK REVISION CU a 0 cr 0 J Ui 1— ° m z —J � �� CC 1-- CC < W .Z OP-1 Ez4 Q �3 a 0 I- < W og co +T ice At1 3 of 2/25/O5 DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT a MATCH LIE B DA2.IB A 1;2.1A (E) RWL. TO REMAIN ws - - (E) RAISED CONCRETE I ALKJHAY 4 STAIR TO REMAIN (SEE DA3.I) ge - - — — 50'-4 I/2" - - - 10' -0' DEMOIFflON NOTES 1. PERFORM ALL OEMOUTION +WORK. REM O L OR ALTERATION WORK. REQUIRED 10 COIPLETE TIE PROJECT N FULL COIPLIA1NCE w1H VC NNW OF LIE ARCHFTECTURAL DRAWINGS AND SPECf1 A11ONS. SEE A0.1. 2. CONTRACTOR SHALL ADHERE TO ALL CONSTRUCTION CODES, RULES AND REGULATIONS AS SET BY FEDERAL STATE AND LOCAL CODES. 3. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK INCLUDING UTILITY UNE LOCATIONS AND SERVICE. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING BUILDING CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT AND CAC IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM OTHER THE INCOMPLETE AND /OR UNTWAELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REIEDY_ MAINTENANCE BPJLDIIG PARTIAL DEMOLITION PLAN A - - OM MI NMI i■ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN_ CUTTING WORK SHALL BE DONE WITH MINIMUM DAMAGE TO SURROUNDING SURFACES WHICH ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR. SHALL BE REPLACED AT HIS EXPENSE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. 6. DOSING RESIAIIMIC CONSIRUCVON ADJACENT 10 JAM 01340M1044 9HWL BE NtACED N COMPUANCE TI ALL /IF'PUCAM SEISM MO BURNS CODES. 7_ CONTRACTOR SHALL REMOVE ALL PARTITIONS AS NOTED ON PLANS INCLUDING ANY OUTLETS AND SNITCHES. CASEWORK. GLASS, DOORS AND FRAMES IMTH PARTITION. ALL REUSABLE MATERIALS DISMANTLED FROM EXISTING WORK SHALL BECOME THE PROPERTY OF THE BUILDING OWNER. CONTACT BU ILDMG MANAGER REGARDING STORING OR 0ISPOSiNG OF EXISTING MATERIALS AND DISPOSAL/REUSE OF EXSTNG CONSTRUCTION_ 0 - - --�_� REMOVE () GLUE AND SAND (E) CONCRETE FLOOR FOR (N) MAINTENANCE FLOOR (TYP) elf A2JA ROR MAW IMPROVEMENT CONFIRUCTION tW ALL PLuMINS AND PLUMBINS 6;0‘ FIXTURES I 1 - -11--- - _ (R) WALL (5HOY44 DASHED) FOR (Q DOOR s STRuGTURAL (TYP_ OF 4) 8. EXISTING DUCT WORK, PIPING, PLUMBING AND CONDUITS SHALL BE CAPPED AT POINT OF ORIGIN. ALL UNUSED UTILITY SERVICES WITHIN THE DEMOLITION AREAS SHALL BE DISCONNECTED, REMOVED AND CAPPED. THE LOCATIONS OF NE DISCONNECTED UTIUTIES SHALL BE MARKED AND INDICATED ON RECORD DOCUMENTS. 9. ALL EXISTING TELEPHONE OR DATA CABLING NOT REUSED SHALL BE REMOVED TO POINT OF ORIGIN. 10. CONTRACTOR SHALL EMPLOY ALL AVAILABLE TECHNIQUES FOR CONSTRUCTION NOISE AND DUST ABATEMENT. 11. CONTRACTOR SHALL COORDINATE ANY ELECTRICAL MECHANICAL., PLUMING AND FIRE SPRINKLER WORK WHICH REQUIRES INTERRUPTION OF POWER. AND MECHANICAL WORK wHiCH REQUIRES INTERRUPTION OF HVAC SYSTEM. 12 REMOVE ALL EXISTING FLOOR FINISHES, CARPET, PAD AND ATTACHNMEJNT ACCESSORIES. ALL FLOOR PENETRATIONS (OUTLETS. HOLES, ETC.) SHAM BE FILLED SIAOOTH PRIOR TO NSTALLATIOON OF FLOOR COVERING. EXISTING ADJACENT FLOORS AND WALLS NOT REMOVED. BUT AFFECTED BY DEMOLITION SHALL BE FULLY PREPARED FOR INSTALLATION OF NEW FII:SNES. CONTRACTOR TO PREPARE ALI FLOORS TO RECE711E NEW FINISHES. (R) WALL ABOVE - COORDINATE MURAL RETr1OVAL WITH CITY OF TUKAILA 6'-8" If IO' -0• 13. Al E SING ELECTRICAL N IE]ItOWD WALLS IS REOUMED 10 BE ~SAFER -OFT~ AVID Up4T Sw1CDES 10 BE RELOCATED N WALLS 10 BEWAIL AEIIOAE ALL ELE�iRiCAL IMO AND PLUMING PIPING BACK 10 THE POINT OF ORIGIN N VIALS THAT Ai1E DEMOLISHED. 14� OOIELEIELY REMOVE ALL 1E1EP'HOIE/bATA CAIN G AND SUPPORT 15. SEE SHEET ADA FOR OONS11IC11O1l MOUES AND MEWL NOES. 16. PATCH AND REPAIR ALL MILLS AS NEEDED FOR NEW PANT ROSH. 17. Au� aec�x. suet PIANISM. MID A SE REMOVED F NOT REUSED FOR V NPRorae+1s. SEE NEP 0E900-elan Mb _ r.■..,. - - 5a5' -10" (R) DOOR FOR (N) INFILL WALL ( �„ r,, (IV 6UARURAIL HEIGHT WALL TO BE REM0YED () EXISTING WIN 11111111■1111•111:ill■ .1 DEMOLITION LEGEND EXISTING WALL TO REMAIN .rte_- i� OUSTING CONCRETE COLUMN! TO REMAIN I---} I ,. IiLJ OUSTING DOOR AND /OR WALL TO BE REMOVED. EASING DOOR TO BE RE —USED OR RETURNED TO BULLING MANAGEMENT. PATCH a REPAIR FISHES. 1 MATCH E!B DAZ A DA2.1A (E.) RW_ TO REMAIN • • () WOOD FRAMED RAISED FLOOR AND GRAWILSPAGE BELOW TO REMAIN (R) WOOD FRAMED STAIRS L FLOOR • r)0440.402. CSTY OF r � � PERMIT CENTER BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 9300 -- CA — 940110 TEL (650) 692-9911 El MN FAX (650) 692 -0181 ON NO. r CJ IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENONG ACTIVITIES_ ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a o a z cr 0 � � a z c o w CC � CO II t5 0 !°ij � W LU m � Q D �a�; w a M a. CI I- < i'm 1610 < 4( Z a g Xiin CC SATE w1104 M E STATE OF `'VAS REVISION DATE DA2.IA SHEET +4 OF le • ___,.___ _.. �._ _•■._ • MATCH LIE C DAl2.1 B () MIL TO REMAIN (VERIFY LOCATION) MATCH " UNE B DAZ1B A DA2.1A / 1 L SIM L (R) (R) EXISTING GLAZING AND PREPARE AREA FOR NEW EXIT /700R U (R) RAISED CONCRETE FLOOR NV PREPARE AREA FOR (IV ACCESSIBLE RAMP (EXTENT INDICATED BY HATCHED AREA SEE A2.I) 1 - MIS NM T , 7 Jr. 0 0 0 ?e.- • . , • ' (R) RAISED CONCRETE FLOOR AND PREPARE AREA FOR: ()4) CONCRETE FLOOR FLUSH MTH MAINTENANCE BAYS (ExTENr INDICATED BY HATCHED AREA SEE A2.1) 41111•1 MED MAINTENANCE BUILDING PARTIAL DEMOLITION PLAN B 0 1MI IMO NM MO MID =MD IMO Will DEMOLITION NOTES a 1. POFORM ALL DELIOLI1011 IRAK WHOM CR 011ERA11011 111011K. IREGINED XI COMPLEX 1111E PIM= IM RILL COMPLINICE 1HE 1111131T OF 1HE MICHI1ECIURAL DRAM= MIR SPECIFICA110115. SEE ADA- 2 CON TRACTOR SHALL ADHERE TO ALL CONSTRuC DON COOES. RULES A? RE GULA !IONS AS sE T BY FEDERAL STATE AN) LOCAL CODES. 3 AL... CONTRACTS. Sot3CCN TRAC TORS. ANO (OuIPWIENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFXA TION OF EXISTING CCND1 n�4S AND SYS1tVS BEFORE STARTING WORK INCLUDING U TL; TY LINE LOCH TICKS AND SERVICE 11.4E CON TRAc ;DR ti READ, THE DRAWINGS AND SPECF;CA Mitts To COORDINA TE ION EX/SVC BUILDING CONDITICIIS N.Y IfkRIANCL OR DISCREPANCIES THAT MUSE FROM THE *BOW REINE. SHALL. BE REPORTED TO THE ARCHITECT APID CAC IMMEDIATELY FOR RESOLUTIOIt ANY AND All DELAYS AND ADDITTONAL cows Risk TING FROM STIER TI1E INCOMPLUE AND/OR UNTIMELY SUBMISSION (3F THE mew Ripon SHALL BE THE MU RESPONSIBIurr OF THE CONTRACTOR TO REMEDY • (R) RAISED PLATFORM ...••••••••• UM =In 1■1 / \ / REMOVE DROPPED CEILINGS (rIT) SW A211 FOR TENANT IMPROVEMENT GONSINUCTION - r Th REMOVE (E) GLUE AND SAND (E.) COPCRErE FLOOR FOR 0) MAINTENANCE FLOOR (111 =MP NMI MD MIND EIMMIIIIIIIAMINIZO 1111110 MID 5. CONTRACTOR %Iva BE RESPONSIBLE FOR KEEPING THE JOBS' TE AS WELL AS ALL ADJACENT AREAS AFFECTED $V CONSTRUCTION BROOM CLEAN AT ALL TINES ii 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING Imi•ROvEMEN TS THAT ARE TO REMAIN_ Cu riING WORK SHALL BE DONE NTH mINIIAAA DAMAGE TO SURROUNDING SURFACES INCH ARE TO REMAJN icH IMPROVEMEN TS THAT ARE DAMAGED BY THE CONTRAC TOR. SHALL. BE REPLACED AT RS EXPENSE. 11. 11711511111C 1181,11018 0011511111C11011 RD4IRCIENT VD ANY GSM= SM. E SRAM el COMPUMNCIE _1I AL APPUCAIIILE I AS INAMINS MEM 7_ CONTRACTOR ShAu. REIKNE ALL P ARTITIONS AS NOTED ON PANS INCLUOING ANY OUTLETS AND SIIITOCS. CASEWORK. GLASS. DOORS AND CRANES 'NM PAR WICK ALL REUSABLE li*'Es OSNAINTLED FROM DOSING RORK SHALL BECOME THE PROPERTY OF 1HE ERASING MINER CONTACT BANDING IMAIIAGER REGARDING SRMING OR DISPOSING OF EIRS1ING IIA1EIMALS MAD DISPOSAL AIME OF EXISTING cominuolok. I I ■I1 NM MO — L _ (R) BAR EQUIPMENT I GA..5151ORK (R)GLASS BLOCK WALL UM* NM mEcENE - FINISHES. 11111MMIMMIIIIIN ; 43 - - B. EXISTING DUCT wORK, PIPING. PLUMBING AND CONDUITS SHALL BE CAPPED AT POINT CF ORPGIN. ALL UNUSED UTIU TY SERVICES TH.4 THE DEMOU !ION AREAS SHALL BE DISCONNECTED. REMOVED AND CAPPED. THE LOCATIONS OF THE DISCONNECTED U TIUTIES SHALL 13E MARKED MID INDIC.ATED ON RECORD DOMAIN:PM 9. ALL ExISING TELEPHONE OR DA TA (. NOT REUSED SHALL. BE REMOVED TO P'OINT OF ORiGiN_ TO. coNTRAcToR SHALL EMPLOY ALL Ay/AMU Tro••ours Fop coresTRucnow NO AND DUST ABATEMENT. I CONIRACTOR SHALL COORDINATE ANY ELECTRICAL MECHANICAL. PLUMBING MD FIRE SPRNKLER IMORK *ICH REQUIRES INIURRuPTION or PORER. AND mECHANICAL WORK MICH REQUIRES IMERRuPTIOR HvAC Sri 72_ AMON( ALL EXISTING na.00R MASHES CARPET. PAD AND A rrA04IMENT ACCESSORIES ALL FLOOR IPOME (0)WETS HOLES. (TC) SHALL 8E FILED 5110010, PIVOR TO INSTALLARON FLOOR COMM& ossiNG ADAICENT ROMS AND VALLS NOT RONOP4CD, BUT AFFEC1ED SV DEMOURON SHALL Fliler PREPARED FOR INSTALLAPON OF NEVI mews. cornimooR 10 PRIEPNIE FLOORS 7 0 ov I' I I I II I (R) GUARDRAIL HEIGHT MALLS SEE DAl2.1 FOR ADMINISTRATION BLDG DEMOUT1ON ono an a•M OM MINIMINE11111111.1111.0 alb MD • • 0 UI (E.) ----- 1 I 44\ (R ) r 1--Lx A _ - I 4-1 te) - 1 I I I L _ J (R) MOOD FRAMED STAIRS I RAISED PLATFORM 1111•■ 1MED 1.111.11 OV RAISED CONCRETE FLOOR AND PREPARE AREA FOR (IV CONSRETE STAIR NV LANDING FLUSH YOH MAINTENANCE BAYS (EXTENT INDICATED BY NetTCIrED AREA; SEE A2.1) 13. Ni. DIMING ELEMILICAL M RE110■4IED 111PALS MEOWED XI RE "SPEM-CIFF MID UllIff SIMILES 10 OE 1161.0CAlED 11PLLS 10 ISOM REIICRE AL BECIIIICIPL IMO MD PURRING RPM RACK 10 1111E POINT OF MN II WAS 1HAT ME IDELIDLISHED. 14. COMPLEXLY MOW AL lIELEPLIONEAND■ COMM MID SUPPORT 3111111CRIRE. 17. 030 ELECINICAL, SPRINPAHIL, ruirmst N/0 IRIRC IONE 10 REMMIED NCR 11181111110 FOR 180111T INIIIWARIEWIL SEE MEP 1031110 is. SEE SHEET ion RIR CIONSINICION S 1.0 MORAL NDIES. it MEIN NO REPAIR AL I3 AS NOM RIR PAMIT ' ..11.1•No. 7 • (R) V4000 FRAMED STAIRS I RAISED PLATFORM : I (g) 1 ii I I r- ---1 II .., EXISTIIII6 II I I 1 I "I-- KITCHIN -- --ti. 1 i ' I EQUIPMIfNT II 1 I ill \.... _ 1 I I k_._ _ _ _ __I I I II l(R) __ 4' 1 I \ (R) _ (R) GUARDRAIL HEIGHT MALL . TO BE REMCNED 0 (E.) (R) ACCESSIBLE LIFT DEMOILMON LEGEND 1)01•1-4d2,... 4 I (R.) CANOPY FABRIC (STRUCTURE TO REMAIN) r-- IEXISI'ING WALL TO REMAIN 1 J - - - (R) EXISTING COOLER DRINr.INS FOUNTAINS - - r• II II • ' It - N MOP SINK \ I I --- I I— It I I / (E) ROIL TO REMAIN (VERIFY LOCATION) 1 7 1 1 t _71 EXISTING SCULLERY EQUIPMENT c=3 1■2 WIll• EASING CONCRETE Clamed TO RONAN CiaSTING DOOR AND/aR MU TO SE RININED- EASING DOOR TO -4)5ED OR REAMED TO MUM IMAIIIAGEMENT P11104 It NEP/14 FINISMES •11111111•■ ...NM. MATCH UNE C DAl2.1 B DAZ1B LL- (R) URINALS (E) RYt. TO REMAIN (R,) PICs IN BOTH TOILET ROOMS (TYP) (E) PLUMBING MALL TO REMAIN 11111 1 (R) LAVs IN BOTH TOILET ROOMS (rfr) — (R) ALL TOILET PARTITIONS IN BOTH (E.) TOILET ROOMS (TYP) c= (E) Y4DOD FRAMED RAISED FLOOR MID CRAMSPACE BELOW TO REMAIN (R) AU- PLUMBING FIXTURES _AND CAP PUJMBINS • - (R) CANOPY FABRIC 4S-TRIJCTURE TO REMAIN) MATCH LAE B , DA2.1B A DA2.1A E CFrY Or A PERMIT CENTER BLUNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME - CA - 94010 En TEL (650) 692 MI MI FAX (650) 692 MI NO • IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERS) SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE 111/110C14 SHEET • cc- S r.tjE OF NTH ONY Lt.?.!ES DEM t TT: REVISION DA2.113 ■•••■•■• Xe ISO. 20467.03A DATE lb 4 ki 4 r I I Win Min OVERALL FLOOR PLAN cr, .1.2 % TENANT IMPROVEWENT for CENDANT CAR RENTAL GROUP, INC. 16120 TU(1NLA INTERNATIONAL BOULEVARD TU(INLA, WASHINGTON 98188 MAiNTENANCE AND ADMINISTRATION BLDG o fT gEi 9t 9Aolto 2gRou' 9 Cifinien SE, 0 a (P E 07102 1 51. 0 i i MATCH 6 UEB AZ1B A A2.1A (N) 6" DIA. BOLLARD (TYR ) iwP w�w�w�4Y wVa P wW w IIPwNw i. wV. Vw .Vw fb' AIPw1 MIR M EI MN IN 11•1 NTT 1 1t11t L111J t o ICOtPR ESFSOR L J rTTT1 DISTRICT MANAGER 4' -0• 1133 (N) ; 14' -I 3/4" 00 NIS 411M11 2C � I � I I I — , — r I �I L � L rr� WO MO J 0 ' 0 0 l2' -0" WALL SECTION a MM4T. MI *113 SKr ILI f T TTT 1 (;) L 1 1 1 J r TTT OE, 2'-b' (N) 8" GaU (5E STRUCTURAL,) (U VALUE OF 0.14) n - - = 2s 3 4 MAI1TENANE BLLDI4G PARTIAL FLOOR BAY DELINEATION (NOT STRIPING) (TYP) ELECTRICAL DROP 25' -0" COMPUTER TERMINAL (NIC) P10 (NIG) LIGHT DROP ASYMMETRICAL CAR LIFT (OFCI) HOSE REEL (OFGI) 16'x30' �--- -- MAINTENANCE BAY (TYP) OIL DROP (OFGI) 0 0 27' - PARTS MGR _ — L_ SEE A2.1B FOR BALANCE OF ?JLDI PARTS STORAGE 4 • COMPRESSOR (OFGI) n I — WARRANTY' — 1 STORAGE 0 7 1_ at AAAPdI'EJdAWf3E J 135 9 MIMI =III MIA OOP VIII, WHITE REFLECTIVE PAVEMENT MARKIN&r NEW OIL (500 &AL) (OFGI) WASTE OIL (500 6AL) (OFGI) I�I J STORAGE 10 OIL DROP (OFGI) METAL STORAGE RACKS (OFGI) CHAIN LINK FENCE TO ROOF (TYP) ONO I= 25' -0" CHAIN LINK FENCE TO BOTTOM SIDE OF ROOF (N) 6' DIA. BOLLARDS (rrP) 11 (W AG PAYING TO RAMP DN TO (E) GRADE NOTES L I Doors 105, 104, 113, 114,103,115,134,140and 102 shall be insulated to the minimum requirements of an 5-I Occupancy for a semi - heated space, per wcshington state Energy Code Section 1310.2. Mechanical systems shall comply rrith the item Commissioning requirements of Mashington State Energy Code, Section 1415.4. Compliance shall be required for Tenant's Certificate of D I'-0" I 0 e w rTTT1 r - A 48H L 1 f t 111J (N) S" GNU SHEARYrAL O (5E STRUCTURAL) (Li VALUE OF 0 .14) A MO OHM STAIR AND RAMP 32 0 0 0 0 0 (E) - EXISTING (N) - NEW DN -DON MATCH U E B A2.8 ,A A2.1A (E) WALL TO REMAIN 4 ' DiM TO J F.O.S. D F.O. i'lN . (E) WALL PECE CITY OF N=" u 3 �Ut►E PERMIT CENTER ' DIM TO I CENTER ALIGN (N) CEitwG HEIGHT ACOUSDCAL WALL SEE (N) ONE - HOUR FIRE - RAC WAa SEE (N) FIRE -RAZED SATED ■ALL - SEE (N) - SEE STRUCTURAL • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 9300 BURLINGAME - CA -- 94010 ■ TEL. (650) 692 FAX (650) 692 -01S1 ■ NO. 7765 - PLAN CfECK CITY PLAN CI'EGK (.5 Z BEET 7 REVISION a 0 cc C7 � J� z -J Q I m s 1S p 1.igg `E3 DATE JOB NO. 1VVO4 21)467 A2.1A Or X05 12/8/04 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY All FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENONG ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 • CO • rE PTK » (E.) RooF MATCH LNE B A28 A 742TA F :MRE. SALES SUPPORT 223 I II I I II` I II 11111 1 t11 1111111111111 1 11111111 I I I I 1 111 1111 1 11111 ,,,II 1 I II 111111111111I1 1 f11111111I11111 1 1 III 11111111 !I min L TBK -DAMAGE MGR. _ -- MGR. ASYM ETRIGAL GAR LIFT (OFGI) NOSE REEL (MCI) 5 N LIGHT DROP ELECTRICAL DROP 16'-O" r - -- I T i L ,J L -..1 L- J L U (4) CONCRETE STAIR ( i() FLOOR DRAIN (() COMBINATION EMERZENCY EYEYAASH t SHOYER r � I I 32'-11 5/6" L - — rTTTI (W 8" CMJ SHEARYWALL CENTERED ON ()) COLUMN (SEE 5T'RUCTURAL) 00 GYPSUM BOARD WAU- VVPAINTED MOOD GAP TO 3`-6" A80VE WALIGi{AY F.F. MAITCH U C Al21 = I B A28 I Y I — - RV CHAIN LINK l FENCE I^V GATE AND ! i SWIPE CARD y FURRIN& TO WALL AS ARY IN TO ALEM ()) RAISED Yw1LKWAY rit 6UARDRAIL 6" PIA. BOLLARD (TYP.) A _MOM �._._MIN ;j J. .L J n ?� SALES I ANAGEf NM NM IMIN 1111111111111111•1111111111111•111111111 NMI — — SALES L PLAZA (N) 6LA S IN (E) FRAMES (rI'P) BAY DELINEATION (RIOT 5TRJPWN5) (TYP) M M 11111•111111MINIMINIMIIIIS — — MM1TENANE BULDING PARTIAL FLOOR PLAN B Mee _.. MSS _ CENTER WALL ON COLLMN (TYP) e OM w _ • FILE. T - MANAGER I 244 M i 7 • N — — SEE Al2.1 FOR ADMN TRATION BUILDING 16 '0" 8 MAINTENANCE 1 135 1 SEE A2.1A FOR IIALANCE OF BULDNG MID NM 1=M ■ 16 NNW N U MID _ elle111111111111111111111111111111111__ — ibLom 1 _ _ J I I 1 I • .- — —eil. — _ _ _ --r. -- _ _ —.-- -- elle MO It (E) ROOF EDGE RIRROmo (() U IMP 11M11 1111•111 ellMINIIIIMMIMMIMMIMMI NNW IMO 1110111 NIES ISM =MO fTTTI .� $ 4 ++ - $ V l 1 1 J. J ® IOC NEW Two -HOUR FIRE -RA TED WALL SHALL HAVE INSULATION PER DETAIL 3/48.1. DOORS 105, 104, 113, 114, 103, 115, 139, 140 ANC 102 SHALL BE INSULATED TO THE MINIMUM REQUIREMENTS OF AN S -1 OCCUP ANC Y FOR A SEMI - HEA TED SPACE. PER WASHW4GTON STATE ENERGY CODE SECTION 1310.1 MECHANICAL SYSTEMS SHALT. COMPLY WITH THE SYSTEM COMMISSIONING REQUIREMENTS OF WASHINGTON STATE ENERGY CODE. SEC TKO. 1415.4_ COMPLIANCE SHALL BE REQUIRED FOR TENANT1PS CERTIFICATE OF OCCUPANCY. 11INif-Q GM NED .._........� .. 111111111111MMIII.M. — I (E) CANOPY Yr/ (1H) FABRIC FAGIN& _ ASST. MID MANAGER (E) - EXISTING (N) - NEB► DN - DOWN I 1 i i MATCH LNE C Al21 00 PLASTIC LAMINATE CABINETRY CC ' DIVA TO I F.O.S. DIU TO F.O. F1Ni_ (E) wALL • • r . , • Pt' t : e , •�.� (E,) ROOF EDGE (E) GAA101'Y W/ FABRIC FACING RECEIVED CITY OF TUKIt':ILA PERMIT CENTER (N) ONE -NSIR FIRE -RA TED 'BALL SEE MATCH ME B AXB ttttt� � _r A A21A (k61 TO I CENTER AuGN (P4) CEA.rIG €KIT AC011STECAL WALL SEE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •3O0 - CA -- 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 I. NO. REVISION Ar.C : Wi t; 2/25/O5 DATE IT IS THE RESPONSIBIUTY OF 'THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (.9 m Z ca m wg Z Q � Lti < < < M a. MATCH 1..E B A2.8E A AZIAE LOCATE IN-FIkLD F r ' W/GENDANT (T ?P) 3tc 7 4 4 1 - LJ q O r M - -- - -- C=3 I II II II II I I II II II II I LJLJL_.ILJLJ I I I I I I I I I I I I I I I L L___J N LOCATE IN FIELD 11/CENDAHT (`TYP) - IIII•1 t- - MAIiITENANcE BLLDIIG PARTIAL ELECTRICAL PLAN A } C C C UM - MAINTENANCE (135 SEE A2.1BE FOR BALANCE OF BUILDING I I PARTS STORAGE 137 I_ ___:__ _ .i WARRANTY _STORAGE 0 138 1 i M IT 6. ALL %TARING IS BOXES SHALL BE 7_ NO FLOOR OR CRCUI TS. ( 151 fa M 9. ALL SWITC PLATES TO BE 4' —O O. C.. A.F.F. IDs MO w 11=1 Ifs POWER /TEL - DATA & SWITCH LOCATION NOTES I: 1. ALL FALL OWLETS MALL OE YOUN1EQ AT 15" 0.C. AME FN9ED FLOOR. UNLESS 0111ERIIISE 1101ED. 2. ALL 'ALL 01J11E1S. DEVICES MD SWITCHES 10 OE UM NO COMPVIES TIRE STORAGE f139 3. ALL ADJACENT OUTLETS SHALL BE AUGNED ALONG DEVICE CENTERLINES. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY NEW OUTLET PAIRS SHALL NOT EXCEED 6`. OUTLETS ARE TO BE MOUNTED ON THE NEAREST STUD TO THE INDICATED DIMENSION. SHOULD J08 CONDITIONS PRECLUDE THE SPECIFIED LOCATION OR ALIGNMENT OF OUTLET. THE CONTRACTOR SHALL NOTIFY THE ARCH TECT FOR APPROVAL OF AN ALTERNATE LOCATION. PRIOR TO PROCEEDING OF THE WORK. GANG SNITCHES AND OUTLETS. 4. ELEC /TEL — DATA OUTLET LOCATION PLAN IS FOR THE LOCATION OF RECEPTACLES ONLY. CIRCUITING LAYOUT AND ELECTRICAL SPECIFICATIONS ARE BY ELECTRICAL. ENGINEER. 5. AU. OUTLET DIMENSIONS ARE FROM THE FACE OF STUD TO CENTERLINE OF DEVICE PLATE, UNLESS OTHERWISE NOTED. TO BE CONCEALED BEHIND DRYWALL AND ALL OUTLET FLUSH WITH FACE OF DRYWALL WALL OUTLETS SHALL BE CONNECTED TO UGH TING a ANY WORK REQUIRED TO MAINTAIN EXISTING OUTLETS TO REMAIN IS WITH IN THE SCOPE OF WORK. 10. GENERAL CONTRACTOR TO PROVIDE RAU BOXES AND PULL STRINGS FOR DATA AND TELEPHONE IN UNRATED. NON —MATED WALLS AND WALLBOIES. CONDUIT AND PULL CABLE IN RATED AND ACOUSTICAL WALLS. DATA AND TELEPHONE MING TO Tl+UYIDUAL. STATIONS BY OEM AN T'S VENDOR_ 41) 4 r— SNIP U w I 12 i 14 ELECTRICAL NOTES 11. SEE AO.: FOR GENERAL & CONSTRUCTION NOTES. c =1 00 I .777;2' / G STORAGE [ 150 1. " STALLA110f1 SHALL BE M COMPUAIOCE 111111 ALL APPUCMLE LAWS Mil CODES, AND ENFORCED BY THE Cf TY OF 1UKIIILA MANG DEPT. M CASE OF CONFLICT BETWEEN CHI EC1L M. PLANS AND IEQ$ CAL MIO PLANS REGARDING LOCA11011 OF MIMES, U T FOMIRES AND EILEOM& 0111LE1S, 11E 1 PUNS MALL GCPERN. C NTRAMOR SHALL NOWY MCWIECT M 1111*IC OAMEMAIELY F /INY a9CIEPAN Y OCCURS, SEE A0.1. 2 CONTRACTOR SHALL LOCATE AU. TELEPHONE AND ELECTRICAL OUTLETS, AND SHALL VERIFY THEM WITH CENDANT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION_ 3. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLATES. CLUSTERS OF OUTLETS ARE TO BE DIMENSIONED TO THE CENTER OF THE CLUSTER UNLESS OTHERWISE NOTED_ GANG COVERPLA TES SHALL BE ONE —PIECE TYPE UNLESS OTHERWISE NOTED. COLOR SHALL BE WHITE 4 - OUTLETS SHALL BE OFFSET AND NOT MOUNTED BACK -- TO—BACK_ SEPARATE BACK TO BACK OUTLETS 2' -0" MIN. AT PARTITIONS UNLESS OTHERWIIISE NOTED 5. MAINTAIN 4' HORIZONTAL CLEARANCE IN AU. DIRECTIONS FROM EDGE OF COVERPLATE FOR WALL MOUNTED OUTLETS„ OR MO UMENT FOR FLOOR MOUNTED OUTLETS ADJACENT TO A WALL. COLUMN, ETC. UNLESS OTHERWISE NOTED. 6_ CONTRACTOR SHALL VERIFY SPECIAL CONSTRUCTION REQUIRING SPECIAL OUTLETS MID SWITCHES FOR MOUN INC ON FIRE RA TED WALLS TO MAINTAIN THE RATING PER LOCAL. AND STATE BUILDING CODES. 7. FURNISH AND INSTALL L$CERWR3TERS LA BORATORES. INC. (L L) LABELED DEVICES THROUGHOU T. a FUIVE1UNE DEW 91001 IS NERENDOCE OILY; 1OY EXACT LO1J11 INN coossors FUIDf 1SIDON. 9. REFER TO THE MECHANICAL DRAWINGS FOR THERMOS TA T s OCATIOMS. YERI•Y LOCATIONS IN THE FIELD WITH OMAN T AND FURNI TORE PLAIT PRIOR TO INSTALLATION_ 00 , I 0 t 1 o C • r 20A ! ! r D DEDICATED I I — I -- ALL WALL OUTLETS ARE NEW 0 15" AFF U.O.N. DUPLEX WALL POWER OUTLET 4 al WALL POWER OUTLET 4Dc WALL POIIIIER OUTLET — COPIER (VERIFY REQUIREMENTS) QUAD WALL POWER OUTLET 2 OUTLETS 20 AMP DEDICATED 0 JUNCTION BOX — CONFIRM ELECTRICAL REQUIREMENTS 1M TH TENAN T • TELE/DATA WALL OUTLET DO4Ltb2, • MATCH UNE B A28E A A2.1AE • 1IStiR -11* RECE '. ED CITY OF l I..:K•:.1LA PERMIT CENT ER • lb BLUNK DEMATTEI ASSOCIATES ARCHITECTS MA 1555 BAYSHORE HWY *300 CA 94010 TB. (6.50) 692 -9911 NI FAX (650) 692 -0181 IN NO. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (5 CL: O CC C9 g 2 CC ps i r z g C1P1 1 Z a% DATE JOB 140. 11/1/04 X67 SNIT 7:; :3 I ti: I ♦Y . N'..�.• •�(r.. rrt�Aj 1 . ?E rb. yy', "?j:.. REVISION A2iAE or , DATE S CEPTION MATCH C Al2.1E A2lmE — — MATCH LIE B A2.113E A A21AE FIJI UHL SALES SUPPORT 223 1 • ; — — J ! , • • • {. t t — — O 0 bkiLtb MANAGER 222 1i r !t v OPEN OFFICE 110 __ — — =IS 1111111111 1 ' J 1: SALES 221 — SNIP o! IA 1 { L - - : — — PLAZA • 1 it _1 L - - MAINTENANCE BLLDIIG PAR11AL ELECTFVCAL PLAN B — — 11111111111111111111111111111111111 — — 7 l-- - - - - -- --i 1 I J: Z 1 __ SEE Al2.1E FOR ADIANISTRATION BUILDING L _ - _ MIS NM 11111111 WIN IIMENINIIIIIMEMIS Inn • L r -- FLEET MANAGER 244 MID 110•11 ROOK UNLESS 011113NOSE 110 11 fdier 4 40 " 4404- -- - -. +._. _ _ - -- - � • / \ ` '/ CITY MANAGER 1 243 -- 1 i• 4 v 1- Jt MANTENANCE 1 2. ALL MIL MUM. DEVICES A1O ACHES 10 E WE MO COVHIPLAWS • • - - y , fi 41 +40 44Cr MAINTENANCE MANAGER r - L ® :1 — — — — a. ANY WORK REQUIRED TO NAINTAN EXISTING OJ'L.ETS TO INDIAN IS *MN T!E SCOPE OF WORK_ 4 E,EC f TE1 - DATA OUTLET LOCATION PLAN !S FOR :FEE LOCATION OF iEO PTAC.L.ES OILY - CIROJITING LAYOI.JT AND ELECTRICAL SPEOFICAT ONS ARE BY ELECTRICAL ENGINEER. POWER /TEL DATA & SWtTH LOCATION NOTES ,. .0 ..i CURETS SHALL z HOMED AT ts ue MOVE way 3_ ALL ADJACENT OUTLETS SHALL BE ALIGNED ALONG DEVICE CENTERUNES. CE.NTERLNE 1'O CENTERLIE DIMEN9ONS OF ANY NEw OUTLET PARS SMALL NOT EXCEED 6'. OUTLETS ARE TO BE WOUNIiTED ON THE NEAREST STUD TO THE i01CATED 5910 Al .008 CO D;TIONS PRECLUDE THE SPECIFIED LOCATION OR ALIGNMENT CIF OUTLET. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR APPROVAL OF AN ALTERNATE LOCATION. PRIOR TO PROCEEDING OF THE WORK_ GANG SWITCHES AND OUTLET'S. 5- ALL OUTLET DIMENSIONS ARE FROM THE FACE OF MO TO CE'1PITERUNE OF DEVICE PATE. UNLESS OTHERWISE NOTED- 6- ALL WRING SS TO BE CORICEALED BERND DRYWALL AND ALL OUTLET B OWS 940LI 8( RAM em FACE OF DRYWALL. 7 NO ROM OR NALL OUTLETS 94ALL 9E CONNECTED TO MOM OMITS- 9. ALL 91111CHPLJ►'.ES 10 BE 4 0.0 A.F.F. 1o. GENERA. COIi1RACTOR 10 PRO WMILL BODES AND Pula SWINGS Fat DATA AND TIELLPHONE ( AWD. 1410*-SATED MILTS AND IBIKLBONIES. O 'T AID PULL CARE IN RATED AND ACOUSTICAL 'MILLS DMA - INS TELEPHONE WAIF TO NOINIDUAL STATIONS Frr CENDRA S VENDOR - CITY MANAGER 242 NOM OM 11111111211111,11111111,111111110 NISI MUM are 117 SFLJTII.ER AREA LOCATE IN FIELD NVGENDANT (TYT') LOCATE IN FIELD NVGENDANT (rep) — _ i • 1/ • % ; 9 • • 1 — _ • ELECT/TELECOMMUNICATIONS PONE'R POLE (TYP) _ __/ — — ELECTRICAL NOTES 1 1 J +I2• }'- -- — -- -- • 20A 20A 20A 20A +40• 6FI ♦40• _1_0, 0 4I). 7 - 6Ft - 4 it. S I A0.1 FOR GENERAL S CONS1111UCTION IMES. - - - - �..... • 1 . l i . 1 ; 1. IIISTNIATION SHALL OE N � i � OM ALL OPPUCNILE LANS AIM Cos ISO WINCED Of 1€ CRY OF MOIRA OUILOIN: DEPT. N CASE OF COIAuCE E1IED1 AlICHREC1UNAL BANS AND MECHANICAL AIM ElEOW& PLANS IIBRAMIDOIC =AVON OF SNICIEX u FUMES NO 0111LE1S, TE ANCHRECIIURAL PLANS SHALL COVEMIL CONIRAICRN SHALL II Y /ACTIN M MOIC F ANY 0111011EPANCY OCCURS. 2. CONTRACTOR SHALL LOCATE ALL TELEPHONE ANC ELECTRICAL OUTLETS. AND 91ALL VERIFY THEM 1INTH CENDANT N THE FIELD BEFORE PROCEEDING WITH COMSTRuc 3- ALL DUrEN9ONS ARE TO THE CENTER OF THE COVERP'LATES_ CLUSTERS OF OUTLETS ARE TO BE DIMENSIONED TO THE GOITER OF THE CLUSTER UNLESS OTHERWISE NOTED_ GANG COW.RPLATES SHALL BE ME - PIECE TYPE L1IESS OTHERWISE NOTED. COLOR SHALL BE WRITE 4. OUTLETS SHALL 8E OFFSET A* NOT MOUNTED BACK - Tip -aACIL SEPARATE BACK TO BACK OUTLETS 2'-O" MIK AT PARIMONS UNLESS Ofl RNSE NOTED_ 5. MANTAON 4' HORIZONTAL CLEARANCE IN ALL DIRECTIONS FROM EDGE OF COI. RPLATE FOR TIALL MOUNTED OUTLETS. OR MONUMENT FOR FLOOR MOUNTED OUTLETS ADJACENT TO A 'MALI. COLUMN. ETC, UNLESS ODERIOSE NOTED. 6. CONTRACTOR 94ALL Y SPECIAL CONSTRtJCRON REQUIRING SPECIAL OUTLETS N0 91•10ES FOR MOUNTING ON FIRE RATED WALLS TO MAINTAIN THE RATING PER LOCAL MID STATE OUIUN c CODES. 7_ FU N19.1 AND INSTALL UNDERINITERS LAOCAtAIt'NES. INC (UL) LAMED OEvNCES 1 m4 j aJT. — ,. a PIIINIIMME VISE SWIM Is FOR 11111111101111E 41111M MINT O11et UMW VIM 111111111111111E WSW 9 REFER 10 VIE 1EQ ANICAL ORMINKS FOR TfElMOSTAT LOCATIONS VERIFY LOCATIONS IN THE FIELD ION WIWI IMO FUMNIVRE PL/M! MGR 10 IIINSTMlA11011. Eh NMI OM Ili1101111111111=11111111=1 6121 11111111111111•11111111111111111 MN UM 111 • , �'. ` ' ,/ IMP Y l :. j_ ( _'s. ` �' - -- _ • .Y --t • � 00 IBM 111M111 ./ O DEDICATED • A . SWIM DO ME/DATA wA_L OUTLET 1 124 1 GFI 1TTAL-L POWER OUTLET wAL.L POWER OUTLET - COPIER (NERF'Y REGUitEMENTS) QUAD WALT. POWER OWLET T 2 OUTLETS 20 AMP DEDICATED OF WOVEN 1 • 619 - - y zec O' JUNCTION Sox - CONF11 1 ELECTRICAL REOUIRDID S WITH TD4AN T • LOCKERS Lf -� Y S , -d - - - - �- — ---- - ti ti • ( 129 DISTRIBUTION 11 DEPT. ALL WALL OUTLETS ARE NEW 0 15' SF U.O.N. DUPL..,X MALL POWER OUTLET — — ; • • - - ----- -' -- - • MATCH LNE C Al2.1E — — MATCH LIE B A2.E B A21BE PECKrg -- CITY OF 1 is . . PERMIT CENTER ASSOCIATES ARCHITECTS AIA 1533 BAYSHORE HWY 0300 NO. REVISION IT IS THE RESPONSIBIuTY OF 'THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COmPARE AcTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENOES DISCOVERED SHALL IMmEDIATELY BE REPORTED TO THE ARCHITECT a: cc .74 e osig 1V1/04 20467 IJOI3 NO- DATE A2.1E3E SHEET 'ID OF 11/ DATE CO EL ca w 0 o w w < E cc M a. • MATCH LNE B AZ1B C=0 SID MID CZ3 0=3 410 1 _-1 - • . .11111 NIB t • 1 ;FT 7! r 1. 4 3 2 1 P.MIWAPORM.W.MMMWMAPti 11111101 I■1 MAINTENANCE LDING PARTIAL FlNISH FLOOR PLAN A SEE A2.13 FOR BALANCE OF BULLING MI MD 1N110 •MD MI t ! ; . 1: 6 PARTS STORAGE 137 • „-' 7 / WARRANTY _STORAGE 138 , L- FLUIDS [_151 MAINTENANCE 135 • 8 rail • • mom mail lam ••••tmem••••■ •••••1 _ sm Il 00 immtLinummemisummi mil Immummuommommulem im IMINIMMAANNEMOMMUMMIN mom mmumammummummi imam. mosommummummil ILIVAILIELIMEIRMINIENNE! MIMI MO • I 9 1 ,7 / ,/ / / / / ./ / /' / 7 zt 1 1: TIRE STORAGE t 139 10 VINYL STAIR 'MEADS lin 1 1 1 1 1 1 1 I . al 141 • Aig? nip . ma I 111 'am munrmr,. MR HIM 111•1Pivillii.45941.111 • SWIQUAUWIN • •URROMNIM imauui 11111117 1 111 11•11111•110 OE= IN II 111111111•111110 1111•••••••111111•011111•11 •IIIIIMINHI•1111111111110 iuuuuaaauiiiiuu 91111111•0•11111111111111•011 I•1111•L........... nom -normui 111111111•111111,111111W •1111111111111111r1111 11111111111111111111 MEM MOOSE NOME! •111=NreeniUMMON OMEMO160.41101111111111 MINM•I•E.WINIMOSIO •IIINUMININIMMINNION MOIIIIMMINISMOMMO IMMONIMMUMMOMMI IMMOORIMIREMEN NENIMMOMMUMMIIII STORAGE L.150 fl ON MARARMMMMM - t DN (4.) CONG. RAW 00 11 1111111 Una 12 13 L.. 11•10 INIM 1 , NTERIOR FINISHES Carpet Atlas Corinth CNO9 - Aquamarine Carpet and Upset Bose Burke 4 high rubber base (CB and TS) Paint to be selected Mastic Laminate Countertop= Newnan MKB0011” 'Blue Moonroc Bases and Upper= Nevornar T06001 T 'Gray Tranquiity' 0 8 32 L -1 ' L-- Static Dissipative The Armstrong /51951 - Armor Gray` (NVCT) Vw1)4 Composition Tie Armstrong Imperial Texture Standard Excelon VCT 1: #51810 'Washed liven VCT 2 /51932 'Lunar Blue VCT 3: /51906 - Ted' 10, c. . - c — • • 3 le 11. I) () 140 Listi b 1-w MATCH LIE AZIB VCT 2 VCT3 • 0 A AZ1A pcoci..rco CITY Cr c. - PERMIT CENCI ER 4.1.•••••••••■•■•■•••••■••••••■••••••••••••■•■•••■ BLUM( DEMATTEI ASSOCIATES ARCHITECTS AIA 1533 BAYSHORE HWY *300 euRUNICANIE — CA — 94010 TEL (630) 692-9911 El FAX (650) 692-011t1 ON NO. ANTHYTfj:!.1ES STATE CF V•;ASK:%:' , REMS1ON IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DCCUMENT5 BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSION'S OR ANY OTHER INCONSISTENaES DISCOVERED SHALL IMMEDIATELY BE REPORTED TD THE ARCHITECT DATE ••■■•• •■• SS 0 1 8 L `Z't7V /C L - 01. 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I is - i!Dd Z/ l l :sa6u!H 9ZSn x Jos!) . M(XZ££XX3l££# Al!lono :doll 4000 9Z9 - 0d99O 9 601405 :laS)Pol 06oJolS :8 dnoi at e u 898S °1'd :sloes a)towS 6u!JOeq lloq 9ZSn . i • 6L 1 883# I IS — J!od Z/ 1 1 aa6u1H 9ZSn x Jeep 9orzccxx3Lcc# Al!IonO :dolS )000 9Z9 - 0d0S0 :1 a :v dnoiO welsAs }uoiIaiols a t o pod so pe!Iddns aq of aJoMpJoy good j 1 — 1/ K , T T j — 1/ ' t I l 1 r ) rioRni NORTh ROOM s255 ENLARGED TOILET ROOM PLAN MAINTENANCE BULNG ALA EAST EAST YENS TOLET ROOM ELEVATIONS WOMEN'S TOLET ROOM ELEVATIONS I; IIIIJIIIIIIIIIIIIIuIuIIIsIlI llllllllllllllllllllllllllllllll llllllll llllllllllllll111111111I1111! MN= ■ r - ROOM #254 FOR ACCEssIBIUmr sTANDARoI, SEE oErN.s MS SHEET a SHEET mat FOR AOCESSIIIRY sT I_ oErm.$ i SHEET a Sir Mat SOUTH I I I I • FOR ACCESSIBUTY STANDARDS, SEE DETALS "MS SHAT & SHEET A9.1 fr 1 ° 1 r 11Pri WEST WEST ACCESSIBILITY NOTES 1. Water Closets A) Toilet seat shall remain in the down position unless manually lifted. B) Water closet flush device shall: Be mounted at 44" max AFT, on accessible side of W.C. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. 2. Toilet paper dispenser shall allow a continuous flow of paper. 3. Grab bars A) Grob bars shall be stable and not move or rotate in their fittings. B) From a 250 —lb force: The shear force induced on a mounting device shall be less than the allowable lateral load of the mounting device or support structure. The maximum moment of tensile force induced in a fastener by the direct tension force shall be less than the allowable withdrawal load between the fastener and the support structure. The shear stress induced in the grab bar shall be less than the allowable shear stress of the grab bar material. The combined total of the direct and torsional shear stresses shall not exceed the allowable shear stress when the grab bar support bracket is fully restrained. The bending stress induced by the maximum bending moment shall be less than the allowable stress for the grab bar material. C) The gripping surface and the adjacent wall surface shall be free of sharp or abrasive surface elements. D) The surface edges shall have at least o 1/8" radius. E) The side wall grab bar shall be placed within 12" of the W.C. wall & extend at least 52" from the W.C. wall. 4. Toilet stall door hardware shall: Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. Be either a loop or U— shaped handle located directly below the latch and latch a sliding. flip —over or other similar type. 5. Lavatory & Mirror A) Knee space surfaces shall be free of sharp /abrasive elements and drain pipes shall extend no more than 6" from wall. B) Lavatory faucet shall be accessible and: Remain open for at least 10 seconds. Be operable with one hand without a tight grasp, pinch or twist of the wrist. Require no more than a 5 —lb force to operate. 6. Door signoge shall comply with ADA Sec. 4.30. See A4.1. A4.2. A14.1 & A14.2. ALIEN WEST v4 •-Or FIXTURE & ACOESSORY &»IEDULE ALL ITEMS ARE NEW, UNLESS OTHERWISE NOTED. O1 ACCESSIBLE WATER CLOSET W/ FLUSH VALVE. SEE 1,2,5/A4.2. O WATER CLOSET W/ FLUSH VALVE ACCESSIBLE LAVATORIES. SEE PLUMB. DWGS. & 3,6/A4.2. WALL-HUNG LAVATORY. SEE PLUMB. DWGS & 3/A4.2. e ACCESSIBLE URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS & 5/A4.2. URINAL W/ FLUSH VALVE. SEE PLUMB. DWGS. 6O PLASTIC LAMINATE COUNTERTOP & SPLASH SEE 6/A4.2. O8 MIRROR - 1/4" PLATE GLASS MIRROR (CLASS 1, QUALITY Q3) WITH ✓.•'■ ✓x + ✓ .• NOW METAL J -TRIM WITH 1/4" LEG AT BOTTOM EDGE, ALL EDGES TO BE POLISHED. SEE 3/A4.2. TOILET PAPER DISPENSER - BOBRICK B -2740. SEE 5/A4.2. FLOOR MOUNTED PLASTIC LAMINATE TOILET PARTITION UNDERCOUNTER HOSE BIBB SEAT COVER DISPENSER - BOBRICK B -221. SEE 4/A4.2. DRINKING FOUNTAIN SANITARY NAPKIN DISPOSAL - BOBRICK B -254. SEE 4/A4.2. SANITARY NAPKIN DISPENSER - BOBRICK B -3500. SEE 4/A4.2. PAPER TOWEL DISPENSER /DISPOSAL BOBRICK B-3942. SEE 4/A4.2. SOAP DISPENSER - BOBRICK 8 -822. SEE 4/A4.2 36" GRAB BAR - BOBRICK B- 6106.99 X 36. SEE 1,2,5/A4.2. 42" GRAB BAR - BOBRICK B-6106.99 X 42. SEE 1,2,5/A4.2. CLONES HOOK LOCATED ON TOILET PARTITION WALL OR BACK OF PARTITION DOOR. SEE PLAN FOR LOCATION -- BOBRICK B -212. SEE 4/A4.2. PURSE SHELF - BOBRICK B-287 FOLDING UTILITY SHELF. SEE 4/A4.2. CERAMIC TILE FLOOR WALL - MOUNTED TOILET ROOM SIGN. SEE 11,12/A4.2. DOOR- MOUNTED TOILET ROOM SIGN. SEE 10/A4.2. ELECTRIC WATER HEATER - SEE PLUMB. DWGS. FRP WAINSCOT. SEE ELEVATIONS FOR HEIGHTS. METAL LOCKERS 12" x 12" x FULL HEIGHT W /SLOPING TOP. BENCH. NOTE: ALL PLUMBING FIXTURES TO BE WHITE VITREOUS CHINA AND HARDWARE/ FAUCETS TO BE POLISHED CHROME. ALL TOILET ACCESSORIES TO BE STAINLESS STEEL WITH SATIN FINISH. NOTE: PATCH, REPAIR, REPLACE ALL EXISTING FINISHES REQUIRED FOR NEW PLUMBING FIXTURES, TOILET PARTITIONS AND TOILET ACCESSORIES. I) Oiv-ifwri4() • so O CITY _ 'Lq f,• r PERMiT Cc'•`:"E8 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1353 BAYSI-IORE HWY *300 CA — 94010 \ T8. (630) 692 -9911 FAX (630) 692 -0161 NO. REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z 0 W J W 5,2, CO D Z 4)6 J ma Up F"'" Q �Q W � ai alg < 0 O JOB yQ, 11/1/04 120457 A4.1 CF , DATE ogo*oc)****cps THRESHOLD @ TOLET ROOMS 354-0- VOLUME CONTROL TELEPHONE HALF SCALE • •• • 6' BRAILLE 546N DOOR I MET. FRAME SELF CLOSER. SEE DOOR SCHEDILE CONCRETE FLOOR EILACK NEOPRENE 5T FLOOR - f i` p I surE mw EA WV • VERTICAL TO VC irrYP 6A '0 TflESHOLD @ TOtEr ROOMS r+-o • MITE BLUE MITE MEN'S TOILET SIGN WALL MOUNTED WALL MOUNTED I' -0" MITE BRAILLE 6' WOMEN'S TOILET SIGN NO SCALE NO SCALE I /4" THICK ■■r■■■■111■■■■••• ■■■■ . ■ NMI • L _i■ ■■■■ • ■s■■■n i ■ ■■■ ■.1 ■■ MOP" ■ ■ I I ■L' - - - -- 1■■■■■ ■ ■� I■■■■■■I 'M■■■■ ■ ■ 1•■■■■■U■ I■■ ■■ 551 '1■■ ■S■U/ `1 11111111111 ■ ■1 1511 1 ! ■■ 11111111 4lL 5■■ ■■■ _..d■■■■ ■■ ■ •■■■■■ ■■■ ■■■■ ■■■ 3 1/2" 8" MIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. SPOUT,} 1 6HT A� KNEE CLEARANCE A) B) TOLET DOOR SIGNA� 6' SYMBOL PRI 1 5i161N 15 A MAL 1O 810 OR A PLASTIC SW MIMED ON * r i BAWD MOLL BRAILLE WHITE A �SSELE BURY DOOR Skl a.s saw (a) SYMBOL. PROPORTIONS INTERNAT'L ACCESS. SYMBOL NO SCALE 51 18 " -Iq' IT MIN ADA SE 4.152, 415.5 ACCESSIBLE DRI'IKING FNTN NO SCALE / / / 24" / i- " MAX Ei.CINSATED PIALL4M/I6 z X - FULLY CAULK ALL JOINTS rr/ CLEAR SILICON SEALANT J 6YP. BD. 5EE (b) DISPLAY CONDITIONS (LW CLEAR FLOOR FACE ADA SEC. 4.15.5 PREFORMED PLAS. LAM. GOITER w/ SPLASH 4 SELF- MI.1MS SINK 16'X16 "XI I/2 " VIDE X1 /4" 5TL "L" AN16l.E rM/ 45' BRACE • 4'-O' O.C. MAX FOR uNDERcaUNTER CLEARANCES NOrTE: INSULATE HOT MATER I DRAIN P1PIKS PER ADNAZ ADA SEA 419.1 - 4.196 SECTION @ LAV. COUNTER re I-0" 48" MIN ME LI MIL 18" MIN 24" MAX 18 " -14" ADA SEC. 4.1B MIC3 MMAW.1 SEC. ONO ADA SEC. 4.1B UMW ANN AW.1 SEC. 4611 WNW A�SSLE W.C. LIlIAL No saw at 5 u V Z Z fatt t -1-I- TOILET ACCESSORIES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES. ADA SEC. 4.2.5, 4.2.6 & 4.27 ACCESSIBLE HEIGHTS OF OPERABLE MECHANISMS No SCALE NOTE: DASNE LINE INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL U..AVATORY ENCLOSURE. ADA SEC. 415.1 - 4.19.6 ANSI SEC. 4.19 ACCESSBLE LAVATORY NO SCALE * XT. 18' MIN m p H_ • x SINGLE OCCUPANCY TOILET DIRECTION OP TRAVEL !i' MIN P _ - C CITY V N.. 1 1 rrt *.ii CLEAR FLOOR SPACE ADA S'.. 4173 - 4` 'ga ,AID AIWA SEC. 411.1 - 4.1 .8 I FLUSH ACTIVATOR ON VIDE SIDE (`I'YP) 4' MAX E - 52' Plk MAXIMUM HE16+r of ALL OPERABLE PARTS INGLUDIN6 COIN SLOTS 60' MIN 32' GLR POLL wow Plroc 5b• BOOR Mir Plro. 9 Mat MULTIPLE TOILET STALL 11DA 9EC. AO 8 1 �DIVDUAL 12 TOLET STALLS NO SCALE 1 t " z fi • et XR AXESSELE TOLET STALL B OF Row w BLUNK K DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME - CA - 94010 MI III TEL (650) 692-9911 I FAX (650) 692 --01B1 NO. REVISION DATE IT 1$ THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM 1MTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT A4.2 SHEET s OF ID I .4 _ DEVAT E S ; .`„ ::: 0 ' i rr` •:G . � 11 MATCH B A6.1B A A6.1A 1111111111•11,1■1 F Y 10l to f41 ID] __1 _ l i I❑ 101 101 _ - 1 t _ • MID tMI 11116111111■1111INIMMP IOW MINI =111 MID MINI OM • • • /_. 0 101 1. AREAS OF S -i OCCUPANCY [MAINTENANCE (135), WOMEN (128). MEN (129), DISTRIBUTION DEPT (130), ASST M&D MANAGER (132), DISTRICT MANAGER (133), DISTRICT COORD (134), STORAGE (150), (E) !FLUIDS (151), TIRE STORAGE (139). WARRANTY STORAGE (138). PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUAUTY CODE. SEE DESIGN /BUILD MECHANICAL PLANS_ 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SEC ON 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHTING INFORMATION AND LOCATIONS. 3. LIGHTING CONTROLS SHALL COMPLY WITH W.S_E.C. SECTION 1513. 4. DOORS 105. 104, 113, 114. 103. 115. 139. 140 AND 102 SH ALL BE tNSu`A'TD TC THE MINIMUM REQUIREMENTS OF AN S -1 OCCUPANCY FOR A SEMI - HEATED SPACE. PER WASHINGTON STATE ENERGY CODE SECTION 1 310.2. 4 1 101 101 7 REFLECTED B.t1G PL NOTES 6. GANGED SWITCHES SHALL RECEIVE 01E COMIR PLATE M M r :, ' 1• r -- T MAINTENANCE BLLDIIG PARTIAL REFLECTED �LtIG PLAN A O Il I � PARTS STORAGE I I f i eD O 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD C II 4GS, LIGHT FIXTURE LOCATIONS AND TYPES AND SNTCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS. CIRCUITRY AND UGHT SNITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY SAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEIRNG GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 4_ CONTRACTOR SHALL TEST ALL FIXTURES TO NSURE PROPER WORKING ORDER. a ALL. 00IMUONTS SILL E Ceti ROM WATS an A AIL CBUIC ILE !. SWUM ACOVSICAL C8- SAW E NOWTED AT S'-V mos vOa11E NOM. "O- CEILING ORD SYSTEM %,ALL BE INSTALLED AS PER trA 4JFACIURER•S SPEG'1F1CATKONS AND RECONNENDATIONS ¶3. ALI HANGERS AND BRACING FOR OTHER clEMS 94AL1 BE asTAL'L ED BY THE SUBCCICIRACTOR KSTr LUNG THOSE r'•E g& 5. ALL LIGHT SWITOES AND THERMOSTATS SHALL BE MOUNTED AT 46' A.F.F. MISS OTHERWISE NOTED. COVER PLATES SHALL BE *I1E AND S'1NTCH DEVICE SHALL BE WHITE:. 8 3. CONTRACTOR TO VERIFY ALL DIMENSIONS N FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FEED CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES, S, PRIOR TO PROCEEDING NTH THE TAW 7. MEW COMPACTOR !MALL WW1' MUM CTEMNITCES MOVE CHINK FOR MOOR 10 0111MUNT IMAM '12 ALL HANGERS AND BRACING FOR THE CEILING GED SHALL BE INSTALLED BY THE SUSPENDED =MG SUBCONTRACTOR irszsir iiiiii III it UM II gill NM lin PPE fa Hag a I mat son amonomi• one um amomitammo WARRANTY - ..STORAGE _ 138 0 8 'MAINTENANCE - -i35 OPEN TO STRUCTURE ABOVE IMP) S O I + -O` AFF - - - CE) FLUIDS ! 1 151 S 8 O O 8 4 SIM 24 SEE *01 FOR GOIERAL AND C01S7RIWCTION IIOTE5. • - -, -, ! - -- - - - ---- -- 14. ALL HANGERS SHALL BE WRAPPED Ml A MINIMUM OF 3 FULL WRAPS. 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEINNG OP INGS. = - 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME N CONTACT WITH, ABUTTING WALLS RUNNER CHANNELS SHALL BE LOCATED WITHIN 16' OF WALLS. 1i. maws o T - *AR um, MRS AID IMAM MOM Came swim !TALL E OY MINT L. it C NTIRi CIOR SALL 000110INME RO RK WIN ALL 1tAOFS IM MO 10 IOW CLEARANCES FOR MUT= OUC % CELL E1C. NEVESSMY 10 IMAM !E MON CUBIC IMNT MIXE TIE MIN MOOR UM AS MED ON TIE PORAI>IW:S CLARIFY TILL CONFUCTS TWIN TIE main= FOR OdfnAc at JAL VERIFY BMW MD COMMONS me LOCATION E ALL PLUS. TM DEOTAPIE.IL. DUC1S AID AMY AID TILL MET E151111: CONTRACTOR SHALL WALL ALL NEW l UM1111 , IBI CAL FATS, O1CI% COMM EL. SD AS nOT 10 CO FUCT 11111i NITS AND Ail BMW CONSillocson. LJ 15 AID WNW Foam LocATIDIS AS Sem an RIEREC ED CMOS KIM MALL 1IOT E WORD MESS OiERIME SIREICIED SY 30. PRONE S OE 00ECIMIS AS IMISMOD 10 MT ALL ONE 21. INSTALL UGHT FIXTURES NTH PROTECTIVE MA AR OR 51iLAR COVER OVER LOI.`VFIR LENS. BAFFLE. ETC TO AVOW FIXTURE SOILING OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT ICLU9[wg. U9NG CLEAN. WHITE GLOVES. nx>UREs 9041.1 BE MAINTAINED CLEAN AND AS NEW_ LIMPS 9u►Li BE NEW AT PROJECT 22_ PROVIDE DRAFT STOP ABOVE CELIIG AS REQUIRED BY CITY OF TUKWILA FNiE DEPARTMENT 23 PRICO7 TO COMMENCEhIDOT OF INSTAL .*TICK. SWINT FIRE SPRINICIER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE OTY OF TUK ILA FIRE MARSHAL. CONTRACTOR TO OB'TARI SEPARATE PERMITS REMIND FOR SPARKLER SYSTEM PRONE A FIRE SPANGLER SYSTEM OWN IS COMPLETE IN ALL AEGAIRDS. INCLUDING. BUT NOT IOU:MANLY LAMED TO. PIPING. VALVES. SPRINKLER SYSTIDO AM) SPAR•QER HEADS USE AROS CYS REFLECTED CEILING PLAN FOR U■YOUT GUIDELINES CENTER HEADS IN TILES. IILOCAW AMY SP ENGLER U E THAT INTERRRES WWI PARTITION OR LIGHTING LAYOUT I' r 1' - 1111111111111111111111111•111nr = NM LEGEND 0 10 S 0 S I 9 1 • O 2 101 101 11 " '12 14 .-- RECESSED DO* LIGHT ( U - NOFAA LP8F ioi 101 i 0 ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. .�Z : =l v " UNDER - CABINE + FLUORESCENT (NUMBER INDICATES LENGTH IN FEET) (LITHONIA LC) = N 10•11111111111111111.1111111.r MI r /1 )21 RECESSED DOWN LIGHT - WALL WASHER (UTH(A LPBF) STORAGE _150 / 400w METAL HALIDE F: XTIME (UTHop•A nip - 14G4 BAY • 16' -0' Ate) 4001 EXTERIOR IrETM. HALIDE WALL PACK (UTHONIA TIM - MOUNT PER EXT_ ELEVATIONS) T t • • - - -- , ■ 7 • oi-14-- 2 X 2 RECESSED FLUOR. UGHT FIXTURE (UTHONIA PARAMAX PIA3, T-8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. UGHT FIXTURE (UTHONiA PARAMAX PM3, T -8 LAMPS, 18 CELLS) 2 -TUBE FLUOR. STRIP UGHT W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) - r r , WALL - MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (UTHONIA UN W/ WARE GUARD) CEILING -HUNG FLUORESCENT FIXTURE W/'WNIRE GUARD (NUMBER INDICATES LENGTH IN FEET) UTHONIA AFP W/ WIRE GUARD) 101 inn ID 0 • C___.- _ ! I -t-$ - -- _.. - -- EMI III EMI 0 III 171.1 ing MI I CM . III 0 II 0 III IMIMMINMEI 0 1111111111111111111 0 EMMELINE II 11 0 II 11111•11111111111111111 _J. .j e t ■ 101 0 NOTES: :: 0 - } I. ALL ITEMS ARE NEW U.O.N. +q i - AFF TSAR EI ILIN6 (TYP) 6YP. $D SOFFIT AT S' -II' A.F.F. A 2. SEE MECHANICAL DRAWINGS FOR HVAC. ELEC TR8CAL DRAWIMNGS FOR UGH TS & 155 PORlAA TIM AND DESIGN - 8 J LD SPRINKLER ORAWIMNGS FOR SPRINKLER PE O.RT/AT1 MATCH LSE B A6. ISIS GIMP A A6. .1 HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL PEfiMIT CEN i ER EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER CIVICS WALL-MOUNTED LIGHT SWITCH EXIT SGN. ARROW SHOWS DIRECTION - SEE ELEC. DW GS SMOKE DETECTOR - SEE ELEC. DWIrGS. RCC CITY OF � . . •►L4 } L . i 7 r . BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 _C,_94mo ■ TFl (6.50) 692 -9911 FAX (650) 692 -0181 OM PLAN CHECK 1 2/25/05 NO. I REVISION I DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U a 0 cc C7 g Q� z -J $ Ca)CCS Z <1 0 gg LU DATE 1V1104 .J08 20467.03A A6.1A s MATCH 1. C A16.1 B A6.1B A A MATCH B A6.113 � I�r Ms ono :Uts' LJH 223 r OM 111•111 con - - or 101 •t w I • 222 r - O = 4 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128), MEN (129), DISTRIBUTION DEPT (130), ASST M&D MANAGER (132), DISTRICT MANAGER (133), DISTRICT COORD (134). STORAGE (150), (E) FLUIDS (151), TIRE STORAGE (139). WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)1 SHALL HAVE VENTILATION THA T COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY i -El -C_ SE C 10N 1 006 - 3. SEE DESIGN /BUILD EL.E C TRICAL UGH TING PLANS FOR EMERGENCY LIGHTING INFORM A11OP AND LOCATIONS 3. LIGHTING CONTROLS SHALL COMPLY MI TH S_E -C- SECTION 1513_ 4 DOORS 705. 104 ', 3. 1' 4, 1 C? • 1 5. 139. 1 40 AND 102 SH ALL BE IIVS:1�.ATED 'C 'kE MINIMUM REQUIREMENTS OF AN S-- OCCUPANCY FOR . St - •iEA '' D SPACE. PER WASHINGTON STATE ENERGY COOS SEC- ' 3' '3.2 . 1 ;21 L. 10 PLAZA PLAZA • L I f L - - G I L _. 6 - GANGED SNITCHES SHALL RECExvE 011E COVER PLATE_ AFF TSAR GEILIN6 (TYP) SEE oU ANODIZED ALUMINUM MULLION (TO E%15111Ys1 RECEIVE (N1 - BAR (W ANODIZED ALUMINUM MU LION (TO MATCH EXI5TIN6) TO RECEIVE (1'U T-BAR GEILIN6 LECTED cHJIG PLAN NOTES t- f- Ion 6 MD M M I 1. REFLECTED CELNG PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GVPSLAI BOARD CEUNGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY_ SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS. CIRCUITRY AND LIGHT SNTOING, U.O.N. ON THIS PLAN. 2_ FIRE PROTECTION LA OUT IS BY GENERAL CONTRACTOR. SPR/M(LER HEADS SHALL NOT OVERLAP TFE CELING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO f Y ALL DIMENSIONS IN FIELD. Ca1TRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING TIE SPECFED PLACENDIT OF FIXRJRES, PRIOR TO PROCEEDNG NTh THE mac_ 4 - CON TRACTOR SMALL TEST ALL FIXTURES TO WOW PRGFER imam ORDER 5. ALL LIGHT SatTCz~ES AND TFERNOSTATS SHALL BE MOUNTED AT or UNLESS OTHER NOTED. COMER PLATES SHALL BE NEE AND STITCH DEICE STAIN BE ttH TE 7. AIL COARACIOR SNAIL Y 1103111611 CIDOVINCES MOW =MO FI• MIMI FED: POOR 10 MOSS FED, I L JILL 1101111UONIS $ L SE CERIUM SONMISaARIMM 11,E MESS OBOE E OWIDWIIIIE 111111 ISONSWICIL CUM !1ISL E WOMB AT V-f M=OS . tQ mum GRID SvS1EM 9WL BE INSTALLED AS PER IHAIttE'AC1lAER^5 sr ancAmon AND RECOMMENDAIKSIS MAINTENANCE BUILDING PARTIAL FEFLECTED cELRIG PLAN B SEE A16.1 FOR ADMNISTRAT1ON BUILDING MEI illab MID 11=11 � MU COMM a�ERY 10 U S�C'�IL T2 au. HANGERS AND BRACING FOR ME CELING GRID SHALL BE INSTALL D BY at SUSFOMED CEL x3 AIL SRS irge ORACINC Fat 01101Dt INNS SOIN1 E INSTALLED !iv 1ME SIASCONVRACTOR rRSTAILMHC ROSE MEWS MANAGER 244 r 7i 1! ' i 4.4ANremic L CITY ER I MANAG 243 � t t If • 1 1, ' ---- . ?AL TO RMAIN r `_ _ L I k L __ 24 SEE AD 1 Fat M W ■ - WO■ - i • - A MANAGER 242 O 0 O OEM ■■ ■ ■■ � �� ■5��■ ■ ■ ■w �MME■EM�1�■�i ■iM ■�� ■�� .� ■ IAN i 61 0 O ■E 0 IF ,, I ! ! ..::---===.I ■ w ■ 11111111111111111 � Tauc� I NN - STORAGE " ,�e ` IN 111111111111111111113E1111 1 111111114114111 • aimitim III 0 0 0 P . , . 1111111111111Z in Immumniii EN 11111111 III 11111111111111111111111111111111 • • MI r IN rM■lNiP ■.. - � ■lfi�inil� � ■! ■.� EMI= �1� !! 17 or 7 0 � o � 0 I � 0 �i o immtloman,r4ty-.:VIENii ° . Mi n 1.!; A 11111 11111 o I��J���■ lii"Jl�L�J ■!!�i ■i�■ L��Y�i�irYr� ■L 1111111111111 MAIIIIIIIIIII11111111111113161 111111111111111111•11111111111111111111111111:11111 II 0 MIN ■ ■■ ° II B � 11111111 iiM■� ■� 11■ �� 1 ■ ■ ■r ■! ■� 1 ■1 1�■ �i�� 1 J■■■�■�■■ �I■ii■■r O■��■ A ILIMMIIIP 111110117111 � •••R ■ mm III o ■ 0 0 ■ l■ o El o 1 hnt- ll 11111111-A01111111111111111111111111111111111111111111111111 o o r ■ ■t ■� ■�■� ■ ■t ■ ■ ■�� •u 11111111111111 ■��� ■1 ■ ■ ■ ■ ■ ■ ■t ■!RIB ■t ■��� •••••••••• l I•• ° =MN 0 ■1■ o � o let ••• 0 �R� 0 NM o11111111111 o■ o���l ■0 ■ ■ ■ ■0 ■ ■■ o■ ■o■ M _ WI � �t_o ini k 1 ° ::%13111 emingimuisTmium 0 =5 3 3 SECURED 8 0 0 d1► -5' ;I I O 0 • • r 1� • I=11 IMO MiNiMINNIMINIENNS =EP NM ` ;• i 14. ALL HANGERS SHALL BE MAPPED N A maim OF 3 FULL MAPS. 15. NAN Rupee:RS SHALL NOT BE LET NTO, NOR COME N CONTACT KITH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WMTHN 1r OF WALLS. 1L LEMBO E T- 3� WAS AND WSW ROAM CUBIC SOROS !MIL E MY LIT MEL 17. PRO STAINLESS STEEL ESQJTC!~EONS AT ALL CELL G OPENINGS. tt SNAIL 00r iME WORK INN JILL MANES 81110L1M1 10 M U E CLEARINCES . MIMS, OEM MINIM E1C. 10 ---- - l/1 1E IFECIFED MIN C8 ITT MITRE wE R SLIM AS 110 CO 1IE MAIMS& OY SAL INN WE ARCM= FOR . 9MLL 1�Y E ► FRO Ir• LOCA I OF AL MINIM NEW IMICHANICAL aIC1S A10 NW NO ALL O0 MOO L CafMAC� NAIL MALL ML INN lIi�NS IBIIMBCIK. FN/S. aIC7S COI�H I E1C. ITS IMF 10 T LINTS /MD Ml t aw U111111 NO OIER AWE E !NO 41 RERECIED Jl� E ammo RAN !NAIL 1� E MESS 00 E MCI= K • NOOK RE EN;� INS �I= 10 NET *i. CE __ 21 INSTALL OW FIXTURES 11TH PROTECTIVE 1n'L/1R OR SRAM COVER OVER LOUVER LENS. BAFFLE, ETC. TO •vOD nxIL IE SO�L11it; OR DAMAGE OR BOTF4. �1IEYOrE COVERS AT PRO,ECT CON CLu901�t, LANG CUM. RIME GLOWS. FIXTURES HALL BE rtAINTAINI D GLEAM - . AS WEIR LANDS SHALL OE 1EW AT PRO�CT 22 PROVIDE DRAFT STS A8d1E CUM; AS ROAM BY CITY OF 1 A FIE PAR��iT 2.3. PRIOR TO OF I NSTA�,L A TilatL 9,MiT D EMM -9MD RIIE 9 ORANGE TO ARG•WCT 111iO OBT*R. *PROWL RIM T E OTT OF Volk.* NARSNAL,. CO►11�tACTat TO CAITJII• SEPARATE PINS WOWED FUR Dt SvSTE1r_ MAW A FIRE S PMNINILER SYS-E$ INC a O WLEIE es ALk RETURNS. 'IC1�E. BJ' NOT T UNWED TO. PPlt;6. v WS. s AND S�wIQDI HEADS. IJSE 1E T'S RERECEED MUM RAM Fat LANOUT QJ fl ES CE ER HEMS IN '.ES LOCA1E _y Sp1�LElt UIE WHAT 11•1104 P►/ilMI= at tJR MHG L*l T_ r I r �" am° ! ■ ��f - 1 ■! ■� i ■ii�N� ■ ■■f" e 1!i " ° aca����w��s� a i��� :�s;.i 1��0! ■ ■ ■� !iii 11111111 � lli ■ ■ ■w� ■��1� II o 1111111 o ■ o ■�i o i■ o ■ 111111 � _ = � 1■ o ii ■■1 e 11! 0 ■ � ■Ni - nummummilimummoninmonraTrzni I MEM Imo 11 • t_ It Innisan : 1 1 t , ___„_. gl IMMEZlglgnIIIIIIIIIIIMINMIMIIIalifi*; dila limminiii liiimmummirrimminalli11111114 inuiniiiinumnommum imineinmin WIMP ��.�.���. ri�i i�i� ..r • ���� "mmilial11■■ ■■ ail ataiminan N I M NM ❑ p 0 o O 2 4 •' 9 I • I tt ..t. _ -T- 4 1 - 0" F fi ( Ys- u 11 INNI s. MB S O NM RECESSED D01IIN LK?1T (U7HONA lPtir) ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED_ UNDER-CABINET F LUORE T (KAMM INDICATES LENGTH W4 FEET) (U THONIA LC) b 2 X 2 RECESSED FLUOR_ LIGHT FIXTURE (U THONIA PARAMAX PM3, T -8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR_ LIGHT i FIXTURE (uTHONIA PARAMAX PU3, T -8 LAMPS, 18 CELLS) 2- TUBE FLUOR_ STRIP LIGHT W /WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) )5{ RECESSED ooN.+ uo+T - .rAu WASHER (unHoNU IPSO 4O011 METAL HALIDE RXT RE (LITHCNIA DIP - FIGF1 BAY • 16' -O' NF) `L +00 EXTERIOR METAL HALE 1AALL PACK (U1}IONA 1E1 - MOUNT PER EXT. ELEVATIONS) WALL - MOUNTED FLUOR. FIXT. (NUMBER :NDICATES LENGTH IN FEET) (UTHOMA UN W/ U RE GUARD) CEILING-HUNG FLUORESCENT FIXTURE WAVIRE GUARD (NUMBER INDICATES LENGTH IN FEET) uTNOMA AFP w/ *IRE GUARD) -- MB 1111111•IMINIII _ - - OPEN TO STRUCTURi( ') NOTES: r • MD MD ❑ WOMEN 1281 4 r t 32 MEN 4 L -5- MATCH LNE C A16.1 B A6.8 ST 1. ALL ITEMS ARE NEW U.0. 1t 2_ SEE MECHANICAL °RAVINGS FOR HVAC, EECTRICAL DRAWINGS FOR LIGHTS & LSS I FORMA T1ON AND OE9C> - &D SPRINKLER ORALS FOR SPRMQER I FORMA1l0N. f • GE I• IY-O' HIGH 6Y'PSUM BOARD C.EILI146 AT TOILET ROOM ( YP) SEE HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE -- SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL WALL- MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS WALL --MOUN TED UGH T Still TCH EXT SK;N. ARROW SHOWS DIRECTION - SEE EL EC. DWGS SMOKE DETECTOR - SEE ELEC. DW1rGS. MATCH LNE B A6. A A6. CIT O F T .. "• LA PERMIT CE. ; EIS li BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURUMGAME -CA -94010 TEL (650) 692 ••9911 MI FAX (650) 692 -0181 OM N PLAN CHECK REVISION A6.1B 205 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEN MATH THE CONSTRUCTION A�VITIES. ERRORS, ,O OMI IS SSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL iUMEDIATELY BE REPORTED TO THE ARCHITECT U a : O J' C7 W I- ai Z U z .J CI CI � � 8 m W U S � U W � I Q CI g 1-1. z g cc tug. < o gg 1V1004 120467.011A 9 18 @ WORKROOM O 0 O 0 O 0 0 0 O O I1 "I D. (GLI) 1:1 '1/8' 2/-O' U.O.N. - SE PLAN 11/2' /4' O O 0 0 0 0 O 0 O 0 CABINETS CTYP AT ..A" -4I A 06MT FIX'S BLOCKING AS REQUIRED FOR SUPPORT PLAS. LAM. COUNTER TOP 0/ ----- 3/4' PLYWOOD h-----FILE CABINET (O.F.G.I CONT. WALL LEDGER - PLAS. LAM. o/ 3/4" PLYWD NOTE: VERIFY COUNTER HEIGHT M/ TENANT IN FIELD COUNTER SUPPORT f.- COUNTER SUPPORT - PLAS. LAM. o/ 3/4" PLYWD • 4'-O" O.G. MAX COORDINATE ri/ FILE CABINET LOCATIONS. PROVIDE BACKING AS REQUIRED AT WALL SUPPORTS • EA. LOCATION. - CEILING, LINE -- SCRIBE TO CEILING PLAS. LAM. TO MATCH CABINET 3/4' ADJ..ELF ON 5 MM STL. SHELF PINS o 0 - POLYESTER CABINET mss. LAM. EXTERIOR DYJGAB. PULLS: BALD IN HARDWARE No. 46"14, *260 (POLISHED CHROME TYP) FIRE TREATED WOOD BASKING AND BLOCKIN& (TYP.) �-- LIGHT SEE ELECTRICAL TYP. UPPER CABINET CABINETS t`n AY p AaDARD FLUCH OVERLAY FULLY CAULK ALL JOINTS SCRIBE TO WALL PLASTIC LAMINATE EXTERIOR PLA5T1C LAMINATE DWRJGAB. PULLS: BALDWIN HARDWARE No. 4614, *260 (POLISHED CA-ROME TYP) HEAVY DUTY SLIDES (TYP) 3/4" ADJ. SHELF ON 5 P44 STL. SHELF PINS POLYESTER GA81PET LIFER INTER/OR (TYP) PLASTIC ASTIC TE EXTERIOR 5EE FINISH SCHEVULE rut- O eAucn+b AND BL.CCK1N6 Ma") TYP. LOWER CABINET NOTE WIC STA� FLUSH OVERLAY M -Or .1 t • GAIGE HANSER WIRE • (4) OPPOSINS LI6 H E FIXTURE GG'RNEI LET FIXTLRE NOTE, FIXTURE Si4'4 i EE ATTACOED TO THE P' PQS(TTVE CLAMP DEVSGP5 A '"Plcok. 64. HANGER RIPE 9+04.4. 1116TAL.LM AT 4 OPIR2511E COIoER5 OF A 7 x 4' LAW PAWN( rd tINES p'Bt ilvouR ). Ili ADDITIOK EACH L.A'YI FIXTURE 9 i OE FIRMLv AfR7® TO THE CIEILING SWENSON Sr51B41'Y ,AN ATTACHMENT MACE 014VINSP A GAPAGtTY OF i10011 OF THE i ONIMN6 Puma Moir M AYf'r ,TQk F eitAw -carry MINN= NE MD, arnammeria. *TTM mum ME 1or mum MR LSE 1IM= MUM LMUMlSi Fain WNW NE alPFC1111111 1 E WMIII MMES. NW maw if aim MOM • 4L l/111E V aR 101111B N I 00,111111 M lei moos Low mut ova ammo ans. IuE ! it at SUES SIMIMMOIE MIME _QI M1Y E ARAM. xrr FDCTURE co*ciioti rans.9Whirarearwapownon SEE op*,* 4it 4 • �r 4 �~ MAIN RUNNER CROSS FAR SPLAY BRACING OCCURS • I2' ON EACH DIRECTION IN ADDITION TO 12 GA. HANGER WIRES • 4'-O' O.G. EA. WAY YAP EACH WIRE 4 FULL TURNS • EA. CONNECTION. PROVIDE BRACING 8' MAX FROM PERIMETER WALLS. CEILING BRACING SEE STRUCTURAL DRAINNGS FOR CALCULATIONS MD ADDITIONAL 1 FORMATION • v *III Mrul� 0 "JUT) '1tr H.'11Ri' lAS Tait ��nJfl I� Y 1 AFF SEPOCED K•A. COLA& SYSID4 PV 2 x2 rives - NOTE: CLASSIFICATION OF THE GRID 15 I'CAVY -DUTY UNISTRUT PG100 COMPRESSION STRUT ATTACH TO MAIN RUNNERS V4/ I/4" BOLT $ TO STRUCT. ABOVE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE - -12 6Ai6E SPLAY WIRES • 45 ANGLE - ATTACH TO STRUCTURE ABOVE. WRAP EACH WIRE 4 FULL TURNS • EACH CONNECTION se sctEv. FOR CL-6. Hr. ‘-r 5 /8 "6YP.BD. / 35/8 "X20 6A. MET. RUNNERS. BACK TO BACK ATTACH TO BLOCKING, AS REGeD. SEE PLAN FOR WALL TYPE RNGO TRIM.IPE ALUMINUM FRAME YV/ CLEAR L■.GMJER FINISH 3/8° CLEAR TEMPERED u sec 3/8' CLEAR 6 TRIM TO SE TIGHT TO CEILING POWDER SET PIN • 24 OL. (TYP) MAC.IN6 A5 REQUIRED (SEE 51FUGTUZAL ) 3 5 • X 20 6A. MET. 51112 wet TO sEcnaa FOR cELImb 77}S • earn. NMlE/ GYPSLN BOA SOFFIT 1 112 -O • T -BAR CELING ASSEMBLY 3/8" CLEAR TEMPERED GLASS TR MJPE ALUMIPUM FR»E w/ WALKMAY CLEAR LACQUER FINISH ------ FIRE -MATED SOLID GORE DOOR - WOOD VENEER DOOR JAMB @ GLASS NOTE: DIA6ONA1. BRAGS ABOVE GBL.IMLS LOCATED AT DiOrOR STRIKE SIDE (TYP) TYP. NT. DOOR JANE Fenn stir 12 6A EMGN15 ARE • 45' AS 5601 • 4'-0' O.C. MAX. (TYP) PER P LEIC STANDARD. 45Yr. BD_ 01 VW PURRS* 04 ref CLIPS • 2'-O OL. O!r 1 Ir2"' X22 6A GmAPINELS • I-0' oL. 3' -Or GYP. 8D. CEIUNG ASSELY WAIF SOLE (E) F.F. MCI NOTES: I. FIELD VERIFY EXISTING CONSTRUCTION. 2. SEE STRUCTURAL_ FOR WALL BRACING (E) F.F. MAINTENANCE. BAY tab STRUGT. ABOVE ACOUSTICAL GASKET OR FLEXIBLE SEAL _ _ 3 5 /8r X 20 6A. METAL RUNNER HOLD VERT. STUDS I/2" FROM (E) STRUGT. - SET STUDS LOOSE IN RUNNER 5/8" TYPE 'X' GYP. BD. (TYP.) NOTE: U5E FIRE CAULKING • 20 GA. RUNNERS • ALL TYPE 'X' GYP. 50. FIRE - RATED PARTITIONS. FULL HEIGHT PARTITION Q SEE REFLECTED CEILING PLAN FOR ( ILI A) sCAZDU.e 3T -O 2X PAINT GRADE MOD CAP (EASE ED6E5) I /4" SHIM PAINT BLACK PSI q55 TOP TRACK 25 6A. METAL STUD` • 24' O.G. 5/8' TYPE "X' 6YP. BOARD FASTEN METAL TRACK AS REQUIRED ( WALL AND FLOOR 61.I.F) (N) 5/8" TYPE "X" GYP. BOARD (N) 4' RUBBER TOPSET SASE (E) moo WWALL (E.) CONCRETE FLOOR AT MAINTENANCE BAY D GUARDRAUHEIGHT WALL u 45' DIAGONAL BRACE • 4'-0' O.Ci., ALTERNATE DIRECTION - BRAZE AS REOD MN STUD TO STRUCTURAL DECK ABOVE ADD ATTACH AS RECURS,. .,. CEILING SUSPENSION SYSTEM ACOU5 CElLINS TILE - 5EE L. I/ V' &AP MAXI - CALK GAP 3 5/8' X 22 6A. METAL STUD' • 24' 0L. (FLOOR TO ROOF STRUGTU E ABOVE) 014 4' R# W( TOPSET BASE AT VCT. TYPICAL PARTITION HEAD rat- 0° PROVIDE CARPET BASE FOR CARPET • ALL CARPETED AREAS. 7 PIlA • 24' O. ('TYPE ACCIETICAL SEALANT Or BACKER ROD - E) FLOOR Fuss U PCP MEER TCP5ET SOME AT CAMIrElED MEAS. 2) SET TRAM IN 2 ZIEAln OF ACCU MGIIL SE tray SSET snow WNW ONOIEBEAD OF WMIT • NET SIM TYPICAL PARTITION BASE arro r kv PLAN INDICATION - (E) GLASS LINE (E) MILLION -- --�" -�` ck MULLION = itk. WALL NEOPRENE PAD 20 A. SHEET METAL OR EXTRUDED ALUM. CHANNEL PAINT TO MATCH MILLION ()) SILL LINE BELOW PSI 455 TAMABLE TOP TRACK - 3 5/8" X 20 6A. NET. STUDS • 24' O.G. PART'N @ WINDOW WALL MULL. R -Iq BATT INSULATION 2 -FR. WALL CONST. IIIIIIIIIIIIIIIIII 3 5/8" X25 6'A_ MET. STUD' • 24" OZ. (U.0.10 SOUND BATT INS LATiON NOTES: I. FOR DEAD $ FLOOR CONDITIONS FOR CL6. HEIGHT PARTITION SEE INTERIOR PARTITION PLAN l mom" 14fl. WALL CONST. Rw+ INDICATION I LAYER 5/8" 6YP. BD. EA. SIDE (TYPE 'X' WHERE NOTED) CENTER PARTITION ON MULLION (TYP) CONSTRUCTION TYPE: GYPSUM Y4AI LBOARD, MET. STUDS: TWO LAYERS 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 6" x 20 6A. METAL STUDS AT 24" O.G. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.G. EACH LAYER MV SIDE. (NL.B) ALL FASTERS TO BE 'TYPE '5' DRYWALL SCREWS - FIRST LAYER FAST TO BE I" LONG SPACED 24' o.G., SECOND LAYER FASO TO HE 1-5/8' LONG SPACED 12' O.G. THIcKNI 55: 8 I/2' LIMITING HEIGHT: REFER TO MANUFACTURER 5/8" GYP. BD. "TYPE X" APPLIED PARALLEL. TO 50T14 SLDE5 OF STUD Al I" 'TYPE 6 5' I7RYPIALL SGT • &' O.C. • T 4 B AND 12" O.G. ELSEYGERE. 5TAC66ER ALL JOINTS 24" O.C. C.OM51IalGTlON TYPE bYP5L11 17, --- -------- r4A1:.BOKtD, •ET. STLDS>. OW LAYER �,• TYPE tir a OYE LAYER 5/8" TYPE % 6YPSum FIALLBOARD IIPPL13) AT Rf6*ff AMU: 5 OR PARALLEL TO EACH WOE OF 3 5d8' X20 6A. P TAL STUDS AT .24' O.G. PM I' TY'P'E S' DRYWAL SCRIMS AT b• 0.G. TO VERTICAL ED16 5 AND 12" OL_ TO TOP frJ BORTOMI APIPI3t5 AND R1TW_ 5 STAGGER ALL A MORIZONTA4. JOINTS 24* CL. EAGM SIDE ,lMti offmiTE SIDES. OILS THICKTIESSt UNTO* HT: A!"PICOAC /�Qliff: TEST: SOW 'SST: . S _ • Ty , HOUR 3 CITY OF � TL k,,.'!LA PER MiTGENII 3 3 6 P5 FMI 14P-4 6- 0440 T-4770. 8ri1 MG 1!. 1 cet tan 3 BL,UNC DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 6AYSiiORE HWY •300 BuRLINGAmE ._ CA - 94070 TEL (650) 692 -9911 IIII MO FAX (630) 692-.431811 NO. i I L, J PLAN GAE K U 0: O CD � J 1-- W 1# P C IP' Q �s glg REVISION 2125/05 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THFJiA MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE aoe Mo_ 1V1/04 20467.0911 A8.1 SHEET II Or ID 3.1 (E) F.F. WALKWAY CI X t ADM PROTECTION NOT RE YD BEfl l� M41NG WALLS -- GUARDRAL CORRIDOR OR OTHER CIRCULATION SPACE 24" MAX ADA SEC. 44.1 LEAR wont - nccEsseLE ROUTES CARPET I/4" MAX. BELOW T k t 4 A ANY DIMENSION - STEEL PIPE SUPPORTS • 3 O.G. MAX (PAINT) 4 THRESHOLD ,-/// ///y /// /// //,; Pam FL111,6441211NTEP 14M5 OPE PREFERABLE � -- 1 I/2" m NETAL PIPE TOPRAIL (PAINT) 1". METAL PICKETS (PAINT) STEEL PLATE (PAINT) - SEE STRUCTURAL WELD POST TO STEEL PLATE - SEE STRUCTURAL FASTEN STEEL PLATE TO () CONCRETE SEE STRUCTURAL (E) F.F. N r MAINTENANCE BAY NOTE: GUARDRAIL TO BE 42" A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-1/2" O.C. VERTICALLY TO 34" A.F.F. AND 8' ABOVE 34" A.F.F. CONTRACTOR TO St8MIT SHOP DRAWINGS. 2 FINISH FLOOR LEVEL r= T -or l -- - WING PALL DOY44 TO FLOOR (TP) PROTRLDIN5 OBJECTS HANGING ON WALL rr/ LEADING EDGES ABOVE 2T' RECESSED DOOR MAT jiW ADA ac .as 453. a= TfESHOLDS & DOOR MATS (a) 1 1/4" MIN I/2" MAX GUIDE RAIL HANDRAIL VirEEL WIDE I /8" MIN. RADIUS (TYP) (b) (d) 2" MIN 4" MAX WARNING STRIPING s HANDRAL EXTENSIONS ADA SEC. 4A.4 (3) 6128 STAR HANDRAILS SAM� SECTIONS ADA SEA 43.5 & 4.8.7 RAMPS RMP DAEMONS STRIP OF CLEARLY CONTRASTING COLOR T = TREAD WIDTH 1 AT NEW AND EXISTING EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES L —, VVHEEEL S GUDE RALS WHEEL WIPE DETAIL NOTE: GUARDRAIL TO BE 42' AFF. Aft) HAVE !" DIA. HORIZONTAL PICKETS AT 4-1/2' O.G. VERTICALLY TO 34' A.F.F. AND 8" O.C. ABOVE 34' AF.F. CONTRACTOR TO 5L 4T SHOP DRAWITASS. NO SCALE NO SCALE NO SCALE ND BOLE • MAX 10' 1 (0) CLEAR FLOOR SPACE PARALLEL APPROACH MAX )1( f (G) MAXIMUM SIDE REACH OVER OBSTRUCTION SIDE REACH 48 ELEVATION PLAN (a) 14161.1 FORWARD REACH LIMIT 4 48" MIN 48' K X r X Z NOTE: X SHALL BE S 25 ". Z SHALL BE ELEVATION PLAN 2 X. WHEN X IS < 20', Y SHALL (c) MAXIN4tJM REACH BE 48' MAX. MEN X I5 20" - 25 ", OVER OBSTRUCTION Y SHALL BE 44" MAX. FORWARD REACH x l 30' I b" IF X > 24 ", TEEN b' ADDMONAL MAMINERIKS CLEARANCE SHALL BE PROVIDED AS %JOHN I 1 I 1 L k 4°' (G) GI..EAR FLOOR SPACE 48" 1O " MAX z X . (b) 14I6H $ LOW SIDE REACH LIMITS (ai) CLEAR FLOOR SPADE IN ALCOVES DOOR OflON NO SCALE NO SCALE 1 1 k Ac 4 12' IF X > 15', THEN 12' ADDITIONAL MAPEINERING CLEARANCE SHALL BE FRONIDM AS SHOWN (b) ADDMCNAl MAI43.NERR45 aEARANCE FOR I&11I CLEAR FLOOR SPACE FOR WFEE1giAFiS No acs IA SOME PULL SIDE APPROACH PUSH UDE JI1PIiOAC!! (02 DOORS IN VESTIBULE (CO SINGLE DOOR 3T (b) DOUBLE DOOR r l =Q COIN 5LOT 1 z_ 1 1 CORD LENGTH TO BE 21'. RECEIVER TO BE MAGNETIC FIELD 6ENERATINS. (b) Dom QP, . our EXCEPT AT STAR TOWER (G) PA55A6E b 4 b a (0) SLOT HE15Hn' KME cLEARAricC ADA SEC. 4.31 ACCESSIBLE TELEPHONE NOTE: DOORS IN A SERIES SHALL SPINS EITHER IN TIC SANE DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. * PROVIDE THIS ADDITIONAL SPACE IF DOOR i5 MOPPED NTH BOTH A LATCH AND A CLOSE CLEAR OPENING MJ5T EE EETYEDI 'THE DOOR IN ITS 90' OPEN PO5ITION AND 'THE FACE OF THE STOP. CLEAR OPENING FOR TY60 LEAF DOORS MUST BE EETYEEN EITTER DOOR IN ITS g0' OPEN POSITION AN) THE EDGE OF TVE OTHER DOOR AN /1DILT SIZE !"MEELChiNR AVERAGES 27' IN MYDTH. THE REQUIRED 32' CLEAR OPENING ALLOYS 2 I/2' ON EACH SIDE FOR HANDS. DOOR WDTH � WFfEI.giAR SPACE ALLOWANCE NO SCALE NO SCALE MERE THRESHOLD DUSTS COMPLY CLEAR SPACE BOUNDARY FILL SIDE A 8 V 60' 160" 36' PUSH SCE APPWAACH Y X NOTE 48' #4• 0 44' (b) CLEAR FLOOR SPACe 18' 8r24'•EXTIOR NO SCALE NO SCALE 0 X = ET IF DOOR HA5 DOM CLOSER 1 LATCH Z = 54' a Y 2 4er F DOOR HAS BOTH atEE t $ LATGK 24' Y= 4/r FDIOOR 14 =MR /11111 4.1154 A�SSB..E DOOR SWIIG TOILET poor 000ne HOE MOMS ND WILE f- i A . -/1")fi')11 MINIMJM CLEAR WIDTH FOR SINGLE ilHEELCHAIR rwNMJI.+ cow ran+ CHANGE NJ LEVEL/THRESHOLD Na SCALE PROTRUDING OBJECTS 1 DIA/it SPACE 44' ocr 2 td; •• •J '. cooR W1THS 60' MIN MINIMJM CLEAR WIDTH FOR 1V NO SCALE 12" 36' •--12" T- SHAPED SPACE FOR WO" TUB NINP4UNIVE7T14 FOR C.ORRVOR5 OVER 200' r WAVE OR T-01119 !it CONRIDOP5 OVER M OBI OF Ur MIK PIM • t ND SCPAE SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA -- 94010 U TEL (6.50) 692 - -9911 T' FAX (650) 692 -0181 ■ NO. REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FOLD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CU 0 cr 7.11 Cr z-J g p- 4 LU 0 I DATE JOB Pio wvo4 20457 A9.1 9IEET OF . DATE a• 1 a t ItI • '• I 01000: GENERAL REQUI RELENTS THE STRUCTURAL NOTES SUPPLEMENT THE DISCREPANCY FOUND BETWEEN THE DRAWIN CONDITIONS, AND ARCHITECTURAL PLANS WHO SHALL CORRECT THE DISCREPANCY IN AFTER DISCOVERY OF THE DISCREPANCY SI RISK. REFER TO ARCHITECTURAL PLANS F TREATMENTS, AND DIMENSIONS NOT SHOWN. DUCTS AND PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING TEMPORARY CONSTRUCTION LOADS AND FOR DURING ERECTION. BACKFILL BEHIND WA WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE F CONTRACTOR SHALL BE RESPONSIBLE FOR T SHORING, AND OTHER WORK WITH ALL UTI CALL THE UTILITY LOCATE SERVICE PRI 01100: CAE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL C BU I BUILDING CODE ADOPTED BY TY SEI CR I TER I A: TOTAL 01200: is i GN LOADS \ LIVE LOADS FLOORS 100 PARKING 50 PSF EXIT FACILITIES 100 PSF COMMON AREAS 100 PSF SNOW LOADS Pg = 20 PSF, Ce = 0.9, I (25 PSF USED AS SEAW WIND LOADS: 85 MPH (3 SEC GUST) I = 1.0, EX OCCUPANCY CATEGORY TYPE II SEISMIC DESIGN CATEGORY D LFRS = SPECIAL REINFORCED CONC DESIGN BASE SHEAR ADMINISTRATION BUILDING MAINTENANCE BUILDING Ss = 1.36 S1 = 0.47 SI REDUNDANCY FACTOR = 1.50 SEE ALSO THE LETTER REPORT DATE OF EXISITING BUILDINGS" WHICH I THE LIFE SAFETY PERFORMANCE LE PER ASCE STANDARD ASCE/SEI 31-0 01 I I : GEOTE ► CAL I NF' ON EART �:. F�� TI � ` ARE ENGINEERING RECOMMENDATIONS. ALL F COMPETENT NATIVE MATERIAL OR BY OTHE GEOTECHNI CAL ENGINEER. SEE THE GEOTECHNICAL ENGINEERING REP OCTOBER 29, 2004 PROJECT 9903.001. EXI SI TI NG GRADE, WITH AN ALLOWABLE SUBGRADE TO BE APPROVED BY THE GEOTE CONCRETE. DESIGN PARAMETERS ARE AS FOLLOWS: ACTIVE EARTH PRESSURE (YE I LD I NG PASSIVE EARTH PRESSURE COEFFICIENT OF FRICTION SOIL PROFILE TYPE ALL FOUNDATION INSTALLATIONS ARE SUB GEOTECHNICAL ENGINEER. IE I Tr W Rr NG SPEC; ' NSPECT I ON LANS AND SPECIFICATIONS. ANY S. NOTES, SPECIFICATIONS, SITE HALL BE REPORTED TO THE ARCHITECT WRITING. ANY WORK COMPLETED ALL BE DONE AT THE CONTRACTOR'S OR OPENINGS, ARCHITECTURAL CONSULT MECHANICAL PLANS FOR AND SUPPORT REQUIRED FOR STRUCTURAL COMPONENTS AS REQUIRED I SHALL NOT BE PLACED UNTIL THE OR COORDINATION OF ALL WORK. THE HE COORDINATION OF THE EXCAVATION, TI ES AND ADJACENT PROPERTIES. TO ANY WORK AT 1- 800 -424 -5555. ORM TO THE 2003 INTERNATIONAL OF A. = 1.0, Ct 1.0, Pf = 20 PSF I N . RECOMMENDED) URE B, GCpI = 0.18 P 25 PSF .U.G. • 1 Ie - 1.00 TE WALLS FRP STRUCTURAL STRENGTHENING ( E 03930) RE I IFORC I NG STEEL STRUCTURAL STEEL NANUFACTUER WOOD BEAMS 400 K 170 K AT RIGID DIAPHRAGM 164 K AT WOOD ROOF PORTION 734 K CLASS D R = 5.0 901 L SEW N6 SURFACES REINFORCING STEEL PLACEMENT CONCRETE PLACEMENT WOOD STRUCIJlAL PNEL NAI Li IADr, 00. TI e. AND KILDOPEi CONCRETE OrI Y INSTALLATION Me CRTTIRG FIELD ENDING IE t iOV CEo CORCIEW S'WEIICTMIEAI NG i/ 10/12/04 "SEISMIC EVALUATION A TIER 1 EVALUATION OF OF THESE BUILDINGS S I .. T W I THE : • N I CAL OAT I ONS ARE TO BE FOUNDED ON MEANS AS DEFINED BY THE T PREPARED BY GEOMATR I X DATED NDATIONS ARE TO BE SUPPORTED BY ARING PRESSURE OF 3000 PSF. ICAL ENGINEER PRIOR TO PLACING 35 PCF 400 PCF u1 'i AAZAt 0.35 cA'�N{ d►� S(0) CT TO APPROVAL OF THE 01330: SHOP EMI NG SIAM TTAL PROLE SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICA ZION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHIP DRAWINGS TO THE APPROPRI ATE JURISTICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS ARE REQUIRED FOR: IN ADDITION, THE CODE REQUIRES THAT C TRUCTION DOCUMENTS SHALL BE PREPARED TO COMPLY WITH THE REQUIRE TS CF ASCE STANDARD 7-02 AS INDICATED ! N TABLE 9.6.1.7. THESE I TTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON S ATE STRUCTURAL ENGINEER. AND SHALL BE SUBMITTED TO THE ENGINEER A* THE ARCHITECT I N ORDER TO COF I RM THAT THESE SYSTEMS ARE I N ACCORDANCE WITH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMITTALS PER IBC 106.3.4.2) SHALL B E NOTED BY THE DESIGN PROFESSIONAL I N RESPONSIBLE CHARGE I N D I C A T I N G THAT THE DEFERRED SUBMITTAL DOCUMIANTS; HAVE BEEN REVIEWED AND BEEN FOUND TO B E I N GENERAL CONFORMANCE W I NTH THE DESIGN OF THE BUILDING. SUSPENDED CEILING SYSTEM, I NGUI I NG ANCHORAGE GLASS I N GLAZED STOREFRONTS AND ;INTERIOR GLAZED PAR T I QVS INCLUDING ANCHORAGE i HVAC DUCTWORK CONTA! NI NG HAZARDOUS MATERIALS, INCLUDING ANC RAGE PIPING S YS'E MS ANC 1iE CHAN i CAL UNF TS CONTAINING HAZARDOUS MATERIALS 1 4C1. LO NG ANO ORAGE ANCHORAGE Cr ELECTRICAL EQUIPMENT F Ot E MERGE NCY OR STANDBY POWER S`'STEl6 pgOJE CT SPE C I - C RE MO I RELENTS F ct ME 04441 CAL Ay0 ELECTRICAL CCAPC E' TS AMID '}£ ' R APICHHCRACOE AS RE W ! RED BY NE LOCAL OUR' Sty : CT ` ON 014ft, !E'CI AL I IIBECTI ''}E CONTRACTOR SMALL BE RE SPORS I BL E 'D COOD I NATE ALL INSPECTIONS RE Q; I RED BY '''E LOCAL 8U L: vG PAR THEN' . I N A D ! T I ON TO INSPECTIONS RECLINED By THE LOCAL BUG DEPARTMENT. THE OWNER OR A REGISTERED DESIGN ESS I OVAL IN RESPCMS+ BLE cHNRCE AC' III AS T►E OMER' S AGENT SHALL EMPLOY ON OR MI6_ SPECIAL I NOPECTOFS 'O P ROrrI DE I NSPECTI OARS rOR THE FOLLOWING . TEI5 AND FRF'O MCI ES: FREGJEMCY PER I oo I c PEAR I apt C CONT ; MUCUS PER' CO+ C PER? OD; C T N NUS SEE 63930 THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER Cr RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEBML I ES I S BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR I S REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION I S I N COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION I S PERFORMED. 01402: QUALITY ASSURANCE REQUIREMENTS THE QUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAI ON NOTED I N SUCH SECTIONS HAS BEEN PROVIDED. THE CONTRACTOR RESPONSIBLE FOR COMPLETION OF WORK TO RECEIVE SPECIAL INSPECTIONS NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATIONS NOTED IN SECTION 01401 SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND TO THE OWNER PRIOR TO COMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT SHALL INCLUDE THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF SPECIAL INSPECIONS REQUIRED. 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXCERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. 3. PROCEDURES FOR EXCERCI SI NG CONTROL AND THE METHOD AND FREQUENCY OF REPORTING AND DISTIBUTION OF SUCH REPORTS. 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) E XCE RC I S I NG SUCH CONTROL. 01700: EXECUTION REQUIREMENTS INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL CODES. 01731: CUTTING AND PATCHING SPECIAL PROCEDURES FOR CUTTING AND PATCHING SHALL BE VERIFIED WITH THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRADES SUCH THAT WORK COMPLIES WITH THE SPECIAL PROCEDURES. THE CONTRACTOR SHALL MAKE AN ALLOWANCE FOR ALL CUTTING AND PATCHING. 02000: SI TE C NSTRUCTI ON ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS AS NOTED I N THE GEOTECHNICAL ENGINEERING REPORT (SEE SECTION 01300) AND IN SUBSEQUENT DIRECTIVES. 02260: EXCAVATION CN SUPPORT AND PROTECTION EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER- EXCAVATED AREAS SHALL BE BACKF I LLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING DRAWINGS, NOTES, AND SPECIFICATIONS. 02300: BAIAIF I LL AND COMPACTI ON BACKF I LL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECO1IENDAT I ONS . 03000: CONCRETE CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD ACI 318 -02 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-02 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAW I NG SHALL HAVE AN AIR ENTRAINING AMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE Cr WATER SOLUABLE CHLORIDE ION SHALL NOT BE USED. CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS WILL BE REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 AND 1905. CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUI REInENTS: 28 DAY MAX. MAX. AIR STRENGTH A/C SLUMP ENTAI LAMENT #'c (PSI) RATIO (INCHES) (PERCENT) 2500 2500 4000 5000 3000 0.45 4±1 0.45 4±1 0.45 5±1 0.41 5±1 0.45 5±1 0±1 5±1 0 #1 011 0±1 SPECIAL INSPECTION REQUIRED NO NO YES YES YES LOCATION AND APPL I CAT I Or INT. SLAB ON GRADE EXT. SLAB ON GRADE FOOTINGS CONCRETE SHEAR WALLS ALL OTHER CONCRETE ONE COMPRESSION TEST MINIMUM SHALL BE COMNP I LED FOR EVERY 150 CUBIC YARDS OR 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYL I DOERS MADE FROM NE SAME SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR I NFORMMAT I ON REGARDING POST TENSIONING, FORM REMOVAL. STRENGTH DEVELOPMENT, OR OTHER PURPOSES. CONCRETE I S ACCEPTABLE IF: (I) NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH (2) 'WE AVERAGE OF ALL SETS Cr 3 GORSE CTUT I vE TESTS DOES NOT FALL BELOW Tj.E SPECIFIED STRENGTH. CONCRETE NOT MEE ' NG THE ABOVE CR I TERI A I S SUBJECT TO FURTHER TESTING OR R` YOti AL . RE - SHORING. MITRE REQUIRED. SHALL CONFORM TO AC: 30! SECTION 4.6. SJDM: T PROPOSED RE-SHORING PLANS TO THE ENGINEER OF RECORD FOR RE VH EW CM,AAIIFER ALL EXPOSED COWERS PER THE ARO+I TECThRAL PING OR 3/4' I F mar SPECIFIED BY THE ARCHITECT. 03101: NEI Elf NO STEEL RE I IMF OIC +HMG STEEL DE TA ! L ! NIIG. F AOt I CAT I OI. AND PLACEMENT SMALL BE PER NCH 3 f S -02 . IRF I NFCRCi NG STEEL SHALL MEET THE FOLOOr NG REQUIREMENTS: *ST$ A-615 OEF01WAED BARS GRADE 40 (! As0 NISI) FOR 0.3 ems ORY AMSTIM A DEFORMED BARS GRADE SO (f740 KS') FOt #4 BARS AND LARGER ASTM A-700 DEFORMED BARS GRADE E (f ree0 KSI) FOR ALL WELDABLE BARS ASTM1 A-485 SETH BAR Oran KSI) FOR WELDED m RE FFERI C RE I !FOtCI N G FOR SLAMS ON GRACE SHALL DE VS in . 1X•1.4 TOED 11 NE IF BEM C UNLESS NOTED OT}ERM SE . PRIV DE LAP SPLICES PER T>~E LAP SPt I CE SARED ON 9EE T St . 00 . IE N NIFONCI N G STEEL AT ALL WALLS. SUSS. AND FOOTINGS SHALL CONTPKUOUS AMCWMD COOKERS ELSE CORNER OARS SMALL E PROV' OED_ STRUCTURAL NOTES COVER REQUIREMENTS SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST EARTH ALL BAR SIZES . . . . . . . . . 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2" #5 AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS, WALLS, AND JOISTS #14 AND 018 BARS 1 1/2' /11 BARS AND SMALLER 1" BEAMS, COLUMNS PRIMARY REINFORCEMENT 1 1/2" TIES, STIRRUPS, AND SPIRALS • . • • 1 1/2" REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED I N THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL I S NOT PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER EXCEPT AS NOTED ON THE DESIGN DRAWINGS. 03900: CONTROL OF C R A C K S I N CONCRETE UNDER NORMAL CONDITIONS AND FOR CONVENTIONAL BUILDINGS REINFORCED CONCRETE AND POST TENSIONED CONCRETE DEVELOPS CRACKS. CRACKS ARE DUE TO INHERENT SHRINKAGE OF CONCRETE, CREEP, AND THE RESTRAINING EFFECTS OF WALLS AND OTHER STRUCTURAL ELEMENTS. CRACKS FORMED ARE NORMALLY COSMETIC. CONCRETE MAINTAINS SERVI CABI LI TY AND STRENGTH REQUIREMENTS. WITH UNBONDED TENDONS IN POST TENSIONED CONCRETE IT IS POSSIBLE THAT A NUMBER OF HAIR CRACS, WHICH NORMALLY SPREAD OVER A WIDE AREA, WILL INTEGRATE INTO A SINGLE CRACK THAT EXCEEDS .01 INCH IN WIDTH. MOST OF SUCH CRACKS DEVELOP WITHIN TWO YEARS OF CONCRETE PLACEMENT. CRACKS IN EXCESS OF .01 INCH MAY REQUIRE PRESSURE INJECTION EPDXY REPAIR. SPECIAL EFFORT IS MADE TO REDUCE CRACK POTENTIAL BY I NTRODUCUNG RELEASE AND CONTROL JOINTS TO ALLOW MOVEMENT OF THE CONCRETE. I T I S EMPHASIZED THAT IT IS NOT PRACTICAL TO TO PROVIDE TOTAL ARTICULATION AT CONCRETE JOINTS AND THEREBY ACHE I VE COMPLETE INHIBITION OF CRACKS. 03930: RE I (FORCED CONCRETE STRENGTHEN I NG WITH FRP COMPOSITE STRUCTURAL STRENGTHENING USING FIBER REINFORCED POLYMER (FRP) COMPOSITE SYSTEMS SHALL BE DESIGNED TO PROVIDE THE EQUIVALENT REINFORCING STEEL CROSS SECTIONAL AREA AND FUNCTION AS NOTED ON THE DESIGN DRAWINGS. CONTRACTOR SHALL SUBMIT THE FOLLOWING INFORMATION FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION: FIBER OVED PRODUC THIS AP . ATION. THE CERTIFIED SPECIAL INSPECTOR, APPROVED BY THE OWNER, SHALL INSPE THE WORK I N ACCORDANCE WITH ICC-ES AC -178 AND SHALL PERIODICALLY OBSERVE ALL ASPECTS OF PREPARATION, MIXING, AND APPLICATIONS OF MATERIALS INCLUDING THE FOLLOWING: THE AN MAT AL CO.• Al • L MANUFACTURER'S PRODUCT DATA WITH ICC EVALAUTION REPORTS COMPLETE SHOP DRAWINGS FOR THE SPECIFIC APPLICATION. ALL ITEMS REUIRED FOR THE SPECIAL INSPECTOR AS LISTED BELOW SHALL BE CLEARLY INDICATED ON THE SHOP DRAWINGS AND ATTACHMENTS. DESIGN CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER I N THE STATE OF WASHINGTON SYST A 'EPARATION I X I NG OF EPDXY APPLICATION OF EPDXY TO THE FIBER APPLICATION OF THE COIPOS I TE SYSTEM CURING OF THE. COMPOSITE MATERIAL PREPARATION OF TEST SPECIMENS SAMIPLE BATCHES SHALL BE LABRATORY TESTED PER ASTM D3039. TESTING RESULTS SHALL BE MADE AVAILABLE WITHIN THREE REEKS AND SHALL PROVIDE THE AVERAGE VALUES FOR THE FOLLOWING: UL T I MATE TENSILE STRENGTH TENSILE MODULUS PERCENT ELONGATION. LI E C. • DIEGO, CA IS A SAMPLE BATCH CONSISTS OF TWO 12 "X12" PANELS OF CURED COMPOSITE. A MINIMUM OF TWO SAMPLE BATCHES SHALL BE MADE DAILY, SELECTED SO AS TO ENSURE MAX I MC1M MATERIAL DEVIANCE. 15% OF ALL SAMPLE BATCHES ARE TO BE TESTED. I F A SPECIMEN FAILS, THE OTHER PANEL I N THE SAMPLE BATCH I S TO BE TESTED. FAILURE OF THE SUBSEQUENT PANEL INDICATES THAT REPAIRS MAY BE WARRANTED. 05120: STRUCTURAL STEEL DESIGN, FABRI CATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCT I Oil 'AI SC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION Cr STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL BE I N ACCORDANCE W FOILOWI STRUCTURAL = APES S M, AND C SHAPES STEEL ANGLES PLATE MATERIAL STRUCTURAL PIPE STRUCTURAL TUBE HEADED STUDS WELDING ELECTRODES HIGH STRENGTH BOLTS ANCHOR DOLTS WOOD CONNECTION BOLTS ASTM A-992 Fy = 50 KSI ASTM A -36 Fy = 36 KSI AS TM A - 36 Fy = 36 KSI ASTM A -36 Fy = 36 KSI ASTM A -53 GRADE B Fy = 35 KSI ASTM A -500 GRADE B F y= 46 KS I ASTM A -108 (70-fl ASTM A -325 SLIP CRITICAL AND PRE-TENSIONED ASTM A -307 OR ASTM A -36 ASTM A -307 HIGH STHENTH BOLTS SHALL BE PRE -TENS I BRED AID THEIR F AY I HMG SURFACES SHALL BE PREPARED AS REQUIRED FOR SL I P-0R! TI CAL CONNECTIONS. L WELDING SHALL C ORM TO THE D1 -1 'S I' TURAL WE AL SHALL � � : V A - O N AS • ON OF EW . LD I NG OrICIALS •• I A1IERICAL WELDING SOCIETY (AW5) CERTIFIED WELDERS. ALL COME TE PE VE TRA T I ON (CP) WELDS SHALL BE Ul TRASON I CAL L Y TESTED. ALL FILLET WE LDS SHALL BE VISUALLY INSPECTED. STRUCTURAL STEEL AND CONECT I ONS EXPOSED TO WE A T HER SHALL BE H+OT -0 I PQED GAS VAN t ZED AFTER F Asa I CA► T I Or I N LOA. ! ANIICE WITH ASYM 1- AL F ; E L D WELDS EXPOSED TO "DITHER SHALL BE COATED WITH BR,g± APPLIED ZINC -RIO' PAINT WilpiriNG •I TH ASTM A-100. 13201: COMM SILL ONI IMP ON 'vRCgi I OE WALL A>E I NFOtI NG AS FOLLOWS: PLACE TWO HORIZONTAL ZONTAL 05 BARS AT EACH FLOOR LEVEL OR TCP OF WALL ELEYATi OAR. PROVIDE CORER aARs TO mATC 4 HCRASTAL REINFORCEMENT AT EACH WALL CORNER ANO I INTERSECT I OIL . PROVIDE TWp VERTICAL 65 WARS AT EACH WALL COINER NC : INTERSECT I OI. AT ALL WALL (KNI N6S PROVIDE TIM 05 BARS OILER. HER. 1114 AT THE SIDES OF T>`E OPENINGS. EXTEND TI( HOR: ZOITAL OARS TIE RAP SPLICE DISTANCE PAST THE MNI NG OR ExTEND AS Fm Alrs P�"SI E el Ai- ICI. PNOI►I OE OAE 95 B+MR By ;11; t AT EAHD' DOWNER E TE TALL OIErrI NC- BLS 9MLL PLANS AND DETAILS OR IF NOT 91rA0NN SHALL BE AS FQLCNE Na ti TM! OiOiNSS 6' B' 10 NOR. FA•IA' O.C. 04 •10 . O.C_ 9•. 12 . 0. C. .4 • 12 • O.C. MS E5 • ye' 0.c. 05 •16' O.0 Its • ,e 0.c. 115 • )s O.C. Be LOCATI INA 1E* I LIE All OTER I E EAQ' FACE E WILL (AG! FACE OF MLL I 05400: COLD FOAMED METAL FRAMING LIGHT GAGE STEEL FRAMING MEMBERS SHALL BE FABRICATED I N ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ". MATERIALS SHALL CONFORM WITH THE FOLLOWING: GAGE ASTM DESIGNATION 0.0179" (25 GA.) TO 0.0451" (18 GA.) ASTM A653 SS GRADE 33 0.0538" (16 GA.) TO 0.1180" (12 GA.) ASTM A653 SS GRADE 50 ALL MEMBERS SHALL BE GALVANIZED. ALL MEMBERS ARE TO BE STAMPED WITH I CB0 EVALUATION NUMBER, BASE METAL THICKNESS, AND YIELD STRENGTH. SIZE, SHAPE, AND GAGE SHALL BE AS INDICATED ON THE PLANS. SECTION DESIGNATIONS, SECTION PROPERTIRES, ETC. ARE AS SET FORTH IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) "PRODUCT TECHNICAL INFORMATION" AND NOTED SUCH AS (600S162 -54): DEPTH (1/100") SHAPE WIDTH (1/100") MATERIAL THICKNESS (MILS.) 600 S 162 -54 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL BE 100 CERTIFIED FOR THE FOLLOWING LOADS: FRAMING THICKNESS MILS INCHES GAGE 18 0.0188 25 33 0.0346 20 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 06071: PRESERVATIVE TREATED WOOD PRODUCTS ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION (AWPA) SPECIFICATION "PRESERVATIVE TREATMENT BY PRESSURE PROCESS". ALL FASTENERS (NAILS, BOLTS, PLATES, HANGERS, ETC.) IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G -185 HOT DIPPED GALVANIZED PER ASTM A 153 OR STAINLESS STEEL. 06100: ROUGH FRAMING SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE /LOCATION SHALL BE AS FOLLOWS U.N.O. PER PLAN/SCHEDULE: USE /LOCATION SPECIES WALL STUDS/BLOCKING 2X, 3X HEM -FIR 4" WI 2X, 3X 6" & WIDER WALL PLATES 2X4, 3X4 #8 SCREW (0.164" DIA.) SHEAR(LBS) PULLOUT(LBS) 66 39 164 72 244 94 344 118 HEM- -F I R STUD SPRUCE-PINE-FIR STUD DOUGLAS FIR -LARCH STUD 2X6, 3X6 HEM-1R NO. 2 SPRUCE - PINE -FIR NO. 2 DOUGLAS FIR -LARCH NO. 2 177 263 370 523 523 Fb Fv Fcp GRADE (PSI) (PSI) (PSI) STUD 675 150 405 675 675 700 850 875 900 #10 SCREW (0.190" DIA.) SHEAR(LBS) PULLOUT(LBS) 150 150 180 150 150 180 405 425 625 405 425 625 84 109 137 173 173 Fc E (PSI) (PSI) 800 1.2E6 HEM -FIR NO. 2 850 150 405 1300 1.3E6 800 725 850 1300 1150 1350 MIN. Fy 33 KS I 50 KSI JOISTS 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 SPRUCE-PINE-FIR NO. 2 875 150 425 1150 1.4E6 DOUGLAS FIR-LARCH NO. 2 900 180 625 1350 1.6E6 LEDGERS 2X, 3X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 4X DOUGLAS FIR -LARCH NO. 1 1000 180 625 1500 1.7E6 BEAMS AND POSTS 4X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 6X DOUGLAS FIR -LARCH NO. 1 1200 170 625 1000 1.6E6 06102: FRAM! NG NOTES FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS ARE AS MANUFACTURED BY SI MPSON STRONG - TIE. EQUIVALENT HARDWARE MAY BE USED. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. INHERE STRAPS CONNECT TWO MEMBERS TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYP! CAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL COMfORU TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO THE ROUGH FRAMING NAILING SCHEDULE ON SHEET S1.01. NAILS SHALL BE COMMON U.N.O. COMMON NAIL DIMENSION ARE AS FOLLOWS: NAIL SIZE DIAMETER LENGTH 8d 0.131' 2.5" 10d 0.148" 3.0" 12d 0.148_ 3.25' 16d 0.152" 3.5" 1.2E6 1.2E6 1.4E6 1.3E6 1.4E6 1 .6E6 UNLESS NOTED OTHERWISE PER SHE ARWA:. L SCHEDULE OR PLANS, ANCHOR BOLTS AT SILL PLATES SHALL BE 5/9" D' AmE DER wI TN 7' MI N; MUAI EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT II.* r .4AN 4 FEET APART. THERE SHALL E A WI Ni KA1 OF TwO BOLTS PER SILL PIECE W! T}4 ONE BOLT LOCATED NOT ,MORE TPAN 12 NOR LESS THAN 4.5' "RBI EACH END OF THE PIECE. A 2" "x3 / PLATE WASHER SHALL BE PRNIDED FOR ALL ANCHOR BOLTS (DO NOT COU+H'ER -SINK cLATE WASE4V . •1110: 11000 9EATIN ON S TR`.IC T'..IR Ai WOQ Sr£ A : "' ! NG DANE _ S SHALL HAvE APA GRADE TRADEMARK OF THE A#rE R' Cm rL YWUCD ASSOC : A T ON. WOOL SHE A T>; ! NG PANELS SHALL EC C-0 INT APA WITH EXTER! OR GLJE (COX). OR! EiTED STRAND BOARD (OM) PANELS 9 ALL BE ExPC*S1Rf v. PANELS SHALL HAVE THE FOLLOWING THICKNESS. SPAN RATING, AND rASTENI NG: EDGE FIELD MEAL LS PAI L.S R OF : 1 5/32' 4O,'2 C-C APA CVX SEE PUMA WSW AL l ROOF NAND FLOU E A TMI NG PANELS SHALL E INSTALLED F ACE GRAIN PERPENDICULAR TO SUPPCURTS AND I M A STAGGERED PATTERN U.N.O. PER PIA(. B L O O E NG AT ► N?ERMEQi ATE FLOOR *AD IRON WATKI N S JO WS I S NOT REQUIRED 4 . i. 0. PER PLAIN. SEAR WALL SWATHING SHALL E BLOOD AT ALL EDGES WI TW 21 OR 3x FRAMING PS R SHEAR WAIALL SIECDULF . SHEET S1.0 52.0 S2.1 S2.2 52.3 S3.0 S3.1 S3.2 S3.3 S6.0 AB. ABV. ADO. ADJ. ALUM. ALT. APPRX. ARCH. a • BEL. BF. BLDG. BLK. BLKG. BM. RN. BNDRY 80F. BRDG. BRG. BTM. (8) BTWN. CTSK. CTR. CY. d DBL. DEPT. DF. DIA. DI AG. D IAPH. DIM. ON. do OP DWG. D. EA. EF. EJ. EL. ELEV. EMBO. EN. ENG. EQ. EQPT. EXP. STRUCTURAL DRAWING LIST ANCHOR BOLT ABOVE ADDITIONAL ADJACENT ALUMINUM ALTERNATE APPROX I MATE(LY) ARCHITECTURAL) AND AT EXST.(E)EXISTING EXT. EXTERIOR BELOW BRACED FRAME BUILDING BLOCK BLOCKING BEAM BOUNDARY NAILING BOUNDRY BOTTOM OF FOOTING BRIDGE( I NG) BEARING BOTTOM BETWEEN COUNTERSINK CENTER(ED) CUBIC YARD PENNY( NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO(REPEAT) DEEP ORARING(S) DOWEL(S) EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBED( MENT) EDGE NAIL ENGINEER EQUAL EQUIPMENT EXPANSION FAR. FABRICATION FR FLUSH BEAM FON. FOUNDATION FIN. FINISHED) FIG. FLANGE FLR. FLOOR FN. FIELD (FACE) NAIL FOC, FACE OF CONCRETE FON. FACE OF MASONRY FOS. FACE OF STUD FOR. FACE OF WALL FRY, FRAME( I NG) F5. FAR SIDE FT.(') FEET(FOOT) FTC. FOOTING OESCR I PT I ON CAME. ( C) CAMBER( ED) CANT. CANT I LEVER(ED) CF. CUBIC FOOT CIP. CAST IN PLACE CJ. CONSTRUCTION JOINT CL. CENTER LINE CLG. CEILING COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINOUS GA. SAUCZ GALV. CALV I NI MD) G8. GRADE BEAU Ci.B. GLuE LAMINATED BEAN GM. GRADE CON CTPS1A1 IITLLBOMD GYP. HD ImOU)OIN FOR MEAGER HIGR HANGER PL (IomonIZ NTAL NW NI91 5111ENOTN MOLT NT. WE Ian i. D INSIDE DIAMETER I. E. INVENT ELEVATION I- F. INSIDE FACE iK (') INCHES INT. INTERIOR STRUCTURAL NOTES ADMINISTRATION BLDG FOUNDATION ADMINISTRATION BLDG ROOF PLAN MAINTENANCE BLDG FOUNDATION MAINTENANCE BLDG ROOF PLAN CONCRETE SECTIONS, ELEVATIONS CONCRETE SECTIONS, ELEVATIONS CONCRETE SECTIONS, ELEVATIONS CONCRETE SECTIONS, ELEVATIONS DETAILS 1 1r7.1 . _ it ts at• IRS 1 t` - �. • ABBREVIATIONS JST. JT. JOIST JOINT K KIPS(1000) LAT. LATERAL LB( #) POUND(S) L.8. LAG BOLT(S) LG. LONG( I TUD I NAL) LGTH LENGTH LLH LONG LEG HORIZ. LLV LONG LEG VERT. LSH. LONG SLOTTED HOLE(S) LT. WT. LIGHT WEIGHT WAS. MAT. MAX. MB. MECH. MEZZ. MFR. MIN. MISC. MTL. N. L. B NO. ( #) NS. N. T. S. 0. C. 0. D. 0. F. 0. H. OPNG. ORNT. 0. W. J. PAR. P/C PEN PERP. PL. PLT. PSF PSI P. T. OTT. RAD.(R) REF. REIPF. REQ. R. F. R. O. SCH. SHT. SIM. SKI. S.O.C. SPC. SPEC. SQ. STD. STGR. STIFF. STIR. STL. STRUC. SUSP. SY*. T TEMP. T THK TH AD. T.N. T.O.S. T. 0. W. TRANSV. T TYP. MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS METAL NON -LOAD BEARING NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING ORIENTATE(ION) OPEN WEB JOIST PARALLEL PRECAST CONCRETE PANEL EDGE NAIL PERPENDICULAR PLATE PLYWOOD PODS PER SQUARE FT. POUFS PER SQUARE I N. PRESSURE TREATED QUANTITY MER'T. (V) VERTICAL (1) Wi DE(RI DTM) 1/ WITH 11D. (WOOD • P.( POINT a S. ELDER STUD WT. WEIGHT WF !MELDED RIME 'WIC /140111 EXTRA STIIIIPIB IoM -ISM OOZE DMA Mon 10 TAON RADIUS REFERENCE RE I IFORCEMENT(I NG) REQUIRED RIGID FRAME ROUGH OPENING SCHEDULE SHEET SIMILAR SKEW(ED) SLAB ON GRADE SPACE(S) (LNG) SPECIFICATIONS) SQUARE STANDARD STAGGER ST IFFEPER( S) ST I RRIP( STEEL STRUCTURAL SUSPENDED(TION) SYM ETR I CAL TOP AND BOTTOM TEMPORARY TOUNGE AND GROOVE THICK(NESS) THREADED TOE NAIL TOP OF SHEATH I NG(S ..A8) TOP OF WALL T � STEEL TYPICAL U. N. O. Ot.ESS NOTED OTHERWI U/S uRDERS I DE i • .�.. r ... - . ...,�.. • ....,. ire IP a C9 Z CC w w Z c7 Z W 0 J J d 6 r, 4' 0 0 m Z a S I r a 1 I ♦ • - 4 A . NIS&■:\. NNN, svs, , Rtzma t t ivaatzti Nom.. fas vi WV. NO 1 1.1‘ I VINN , I SIMMIZIMAXX% It §:114 / X i kIX,R 1 4 6 1 . kIM NR.Z.ZZA .‘ .‘ IN I a■ . I obt•it 1 ■'‘ .•;■:K NtA.XNXI.Z. • i XNK.. atzk ■ , ■Ztl "I■ 4 k \IIIRMall& ■ItteXT.INi; .2 I NS& s +o �a�' ����� `0�t::matm,`taZ \ \: m `t: � \ \a:O � \ \��:�:: :.:�� N 4 • 'N 16, X1WILII.XNANNIk\NN_WA, w%,."%. ANN. ‘31/4NVIRIZZ. i i� r � I ! i Itf _ _ _Lw - - - - - i t II I 11 II II II II II II I I II L. t• rT 1 - 1 itxxv 1.1„. s, I sts v az t ztze , li ..IR.x'..:N.-..IZV. :=4:` Min O 1, O O J J --•• - -i .••• • • -•• - • f f••• • p d n o runt !re mina I - I .• •-• • I I Or. •• r- oFT:7-711 1 r1 : z.: V . ;ii r 1 i ... ; j • 0 I II I I II II tJ - C) ❑ 0 n } •r � J Maintenance Bldg. F'oundatio*, Cendant Gar Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 ❑ c71 C.7 0 0 0 0 POI! REVIEW REW I CAD: DWH PLOT: iwmr IflLE: 0 ENG REVISION 4 .DN � ON DATE Iron 4146522 JOB #: 04146 ON 0 0 -4 all L TV 1 1 t t I I r i r { It 21 r c I t I1 I I 1 I I I1 1t I v r1 L 1I I I~ & 4 J : t .Ii 1 j y T7.7-73 t, r - � r - ii II I I I l� J I IL =Eft L 1 1 I II N II { / \ r / \ - - - r- L� 4 Y , • .� • r • • ENGINEERING PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle. WA 98109 206.285.4512 (V) 206.285.0618 (F) NO. REVISION DATE ieOR PREVIBtU II/1/2O4 E NG: REW CAD: DWN PLOT: 11N 4 FILE: 04146S23 r.:11 Mai a i 00 ANIAMP••■••.•••.••••••w.or •w. • w.. • O MONIMMAIM 0 •w. ,._,.7 .- ._.. 1ro " AIM ... • 1 . ------ ::: F: ..r.....-••aia...r •••••••••••••••••• • • •• I Maintenance Bldg. Roof Play : a Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 I JOB #: 04146 ENGINEERING PLLC Structural Engineers 1 80 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) CT N0. REVISION DATE I e4C0!lRECTION COMMENTS V24/200E 1'EIIMIT SUBMITTAL IUDI/!0� ENG: REV ICAD: DWH IPL0T: &24/2�� (FILE: 04146530 1 (2) +1 VERT ( •1 vERT (2) +"t VERT (2) VERT � i■■■ 11 ■■ �� ttung ■■■ �.911111IIIIIiIYii�1111�11ii Iui � iiiiil ll ll lliII ' ra y ���� �H I HHHIHhIHhIu1HhIuIflh1lI ,q • 1 !![!! 4! ��� ��� 1111111111!!!JM�IIr111M1111:!1 , 1 moo SPACE TIES AT 4` ON CENTER Concrete Sections, Elevations Cendant Car Rental Group 15920 Tukwila International Boulevard Tukwila, Washington 98188 JOB : 4 04146 ENGINEERING T PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) NO. REVISION DATE FOR REVIEW II/IV2004 ENG: REW I CAD: DWH PLOT: IIN04 FILE: 04146530 i • • • ( se. �� •www��� -::: ::: r - ; • •.. � • ••••••w.• = •• . �' L away.A 'm M..• .1 'f ••••11•1•• , �. , .. ..r •i • • .- .- -.� . ••■ ..� ..119)i ..♦ wr rrr - ..•. CO amilk Concrete Sections, Elevations Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 JOB al: 04146 EXPIRES: 7/27/2005 ENGINES RING PLLC Structural Engineers 180 Nickerson Street Suite 3C2 Seattle. WA 98109 06.285.451 (V) 206.285.0618 (F) CT ' . 1 =•• 1• • ; :d' i i i. • i '• i I _A t 0. CONC. ELEV. • 313.13' EXIST. SLAB S6 W/•3ATa' (2) ELEV. • 311.54' EXIST. BEAM B4 1S'W X 20'0. WK2) SID T. (2)IPS •3 TIES AT 10' 0.C. EXIST. BEAM Slap 14'W X 24'0. W/(21•10 T. (3)x'9 B. 04 TIES AT 10' O.C. EXIST. COLUMN 16'X20' W/(4) '9 VERT. •3 TIES AT 16' OZ. ;moo • I ' •$ ' E EV. • 31008' EXIST. HAUNCH W/(3) 0 10 T. (2) °I0 B (6) 0 4 TIE6 EXIST. BEAM BI01 S'w X 2t'7. W/(2) t. (2)"t t (1)% B. 0 3 TIES AT 10' O.G. Nat ALL I FONMATION TAKEN FROM ORIGINAL CONSTRUCTION DRAWfl4 6 DATED 1951. FIELD VERIFY ALL EXISTING CONDITIONS AND REINFORCING. EXIST. CONIC. SLAB EXIST. BEAM B104 12'W. X 20V. Wl�l ) ( ( 4) 44 TIES AT 8' O.C. EACH END EXIST. COL. 24'X W/(8) 0 11 VERT. 0 3 TIES AT I8' O.C. ((2) TIES/SET) (4) III DOWELS (4)•8 TO. CONC. ELEV • 356' TA. CONIC. ELEv. • 35400' B.O. CONIC. ELEv. • 35030' T.O. CONG. _ Iv ELEV. • 313.3' 614EiR REINFORCEMENT YOR EX1SITNG CONCRETE BEAMS ECIUvAL NTTo44 •IV OC (AT EA 44 CP WE FR mare SUPPORTED BY n, 20'•0' EXIST. SLAB bs W/ "3 AT 8' O.G. EXIST. 3' -0' X 22'•6' FOOTlNIG win) on T.413. 3'•0' SCAM 314' • T-O' SCALE: 3/13' • 1' •0' : 1 l0 (4) 0 8 T T O. CON C. ELEV. • 314W • b ! • ,A1#. 1 4441 1 4 43' 1 F O I 1 CO Ow/ A ar ‘1 o 01 Ant lirp I. Amo (3)'3 (4) °It DOUEL6 EXIST BEAM 1102 16'W.X20'D. W(2) (1) 0 9 I (2) ad B, 0 4 TIES AT 6' 0.C. EXIST. CONIC. SLAB FRP Strengthening Zone -Grid T 8 '• o FRP Strengtheni at Callan Connections EXIST. 11'W. X 30 1/6'0. GLULAM ARCH �EXIAT. f00'tIPICs TIE IW(3) on ELEV. • 363.15 T.O. CC7N C. ELEv. • 314.36' T.D. CONC. ELEV. • 331.30' STRUCTURAL MOTES PROUJECT TITLE AND LOCATION CENDANT CAR RENTAL GROUP 13280 TUKWILA INTERNATIONAL. BOULEVARD TUKWILA, WASHINGTON 98Ib6 DESIGN GOAL • CONFINEMENT AND DUCTILITY IMPROVEMENT FOR COLUMNS AT GRID T ONLY (NINE PLACES) • PROVIDE EQUIVALENT t0.4 14001 • 4' ttIC CODE REQUIREMENTS ALL DESIGN AND CONSTRICTION SHALL CONFORM TO THE 2003 IBC. SECTION DIMENSION AND LENGTH EXISTING REINFORCING DETAILS Ab 614011N ON SECTION. FIELD VERIFY. ASSU'1ED BOUNDARY GCNDITIGNS VERTICAL LOADS • AS 6WCIIIi 6IE6MIC/LATERAL LOADS • AS SHOILN REQUIRED DISPLACEMENT • PER CODE SHEAR STRENGTH REQUIREMENTS • DNA EXISTING CONCRETE AND STEEL MATERIAL PROPERTIES STR CUTRAL CONCRETE F'c • 3000 P6I AT 25 DAYS CONCRETE ON GRADE F'c • 20,000 PSI REINFORCING STEEL Fs • 20000 PSI WIRE MESH Fs • 26,000 PSI STRUCUTRUAL STEEL F. • 20,000 PSI GLU •LAMINATED ARCHES P • 2200 PSI -t_ 1 e1'Y OFT: • VIO • r CI) 0 J a W 0 z 0 a O 0 V (75 5°14 a Ch a� ; .4 CC1 . � ao ,_..1 a0 4 5 ) Co 0 :z1 w •I S (1) p rj") $.4 (") .02 5 rifi f E I4 0 Q ) � .x L) 0 S3.3 I 6 i 4 l 11 ,143 DAR 6IZE .3 •4 Rr '1 28 31 36 33 31 43 `8 48 54 63 10 12 40 62 80 24 31 29 31 42 54 48 62 28 36 33 43 49 63 5s 12 22 24 26 33 31 49 43 b5 62 81 10 91 54 10 63 $1 48 63 LAP CLASS A 8 8 A 8 A 8 B A B B F'C • 3000I TOP OTHER BAS BARS 22 11 2$ Z2 29 31 36 41 43 56 63 al 12 93 81 22 29 F'G • 4000P81 TOP BARS 19 24 25 32 • OTHER BARS 15 19 25 F'c • 5000P6I TOP OTHER BARS BARS 11 22 22 29 LAP SPLICE SCHEDULE I, 13 11 11 22 TENSION LAP SPLICE 6 4C1,N i4BOVE ARE FOR CONCRETE COVE 2 BAR DIAMETER AND CENTER TO CENTER SPACING TWO BAR DIAMETERS (SPACING AND COVER CASE I). TOPS' BARS ARE wORIZCNTAL, BARE WITH MORE THAN 12' OF CONCRETE 2. CAST BELOW THE BARS. TENSION LAP SPLICES SHALL BE CLAM 8 mixes CN! WALF OR LESS 3. OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. COMPRESSION LAP SPLICES SHALL BE A MINIMUM OF 30 BAR DIAMETERS 4. UNLESS OTHERWISE SWOUN ON TWE DRAWINGS. f 2 7 12 60b f tr I MairlIZIMERXEMID BAR SIZE MINIMUM DIAMETER '3 THROW N% % •9, Pe AND •11 94 4414:> 98 6 Db a Db Db HOOPS AND CROSSTIES W/ SEISMIC HOOKS • 8 X13 TYPICAL SLAB ISOLATION JOINT 9 14 j OP CONTROL JOINT I/8' X 1 112' PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED CONSTRUCTION JOINT (MAY BE SAWGUT AT CONTRACT OILIER* OPTION). COMPACTED 6UBGRADE AND GRANULAR PILL PER SOIL ENGINEER'S RECC MENDAT IONS 10 1�5 SECOND POUR PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADS TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY TWE ARCWITECT. CM PACTED &JB GRADE AND GRANULAR FILL PER BOIL ENGINEER'S RE CalMENDAT IONS CONSTRUCTION JOINT t I , I FIRST POUR BURIEE 'KEYED KOLD' JOINT. STOP RE INF. CLR OF JOINT EAC 4 BIDE PEA =1D CITY Or 7 vr<:V "J1 PE ?J 4;r CE.`.: Ei • J a . 0 0 B C C w R N .4 . 0 0 P R/ 7 0 CO Ch +.) • v••4 -pj CZ CU -4—) C4 1 4 w 0 C r 6-4 'a) ••∎4 'C..) -a ZNO i � I U M > �•i kr i co 1 c6 I 4 0 1 t • i • t • / f I .• , • 4+ -�, 7 0 IM' jr , . •i /e.*Ji., • • • I I I YI • r l ` 1 i I r •+ 4 ( 0 . i t .• 4:44:0 • i •. • a' 1 • 1/ � �f 1 0 4444 ,........ -.�. ! .•..r. • ! • a. . • .r • :.. _ • ' - • • ;•• 4 I, II •'I 11/ • • •!• ,T •S. 1. A T• •I, r/•_/ l• w • • ( VM1411 ‘4 Ns w•,r.s,, •.s COM ,•11 A 10$1 if 4) .. ,I ,I 11 r 1 40 •.w T• *i /d.l S/ /MM.• A.« *1 •.r•o, N 4•01 N.w.,1 I/IO 1+Ir.I 4.4140 114110/0M d'',4 ►IA A F I . Md. Oa AA& 010e /111411 •1/•m14.4 wt. Mw ■44110*041WANv 400.40404 II,'• elltrageh Im'r gi111 NswkaM.i1. +1* INMEIM►1 ,UH1 .•e •N •rli•A.IM 1/1101 0/1100 •.4014. .4411 I D 44•11.1'►40 wIl (AIM r*A /MIo M M, • 71,t.1 r A I 40 • • s •• • •• •• • I • 1 .4 4' ♦ . • .- • L -1 w • - y • Pa sax 82360 KF/ WA 04I0:8 4:7 4111 .14/1 4,/, I 1441I4414 1,41t•41,1l t 1 ••• i ' I f• . . n • .4 • I n I' • . • • 1••• • • •.•••••• 11 • •• al • 4 I 1.. ..` -ter •1 _.• . .,. - --. ► t CFM HEATING & COOLING INC. II I J 0 .. h . 3 • -.♦rr i••• • . w..• • w.-- . ++_.mow--. s • TITLE • E.C71] i X • 3 r s 1 . , ,.. I I r ..{ ( r.• -...I t. • -� • • • '1 1 T . HVAC FLOOR PLAN ' �... ... . ±,4-. '• .._w. _.._ r - I FOR • �.. 1 . . :1, .. . . .,,.;, • . • { • igwrosigoismommoi 1 owilb 0 • in CENDANT 15820 INTERNATIONAL BLVD. TUKWILA, WA. 98188 • 0 x i • P • • g r- SCALE JOB NUMBER DRA WING NO DRAWN BY CHECKED BY • '1" ' an WI: 14 __,_. , .._,... _ ._,..:.__,L - .1 - -•••.': "..:- ":- • x s C NO. DATE BY • • • REVISION PACKAGED NC UNIT SCHEDULE SPLIT SYSTEM AIR COND. SCHEDULE MARK EQUIPMENT -MAKE, MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS ACID 10 MAKE MITSUBISHI MODEL PK24FK HEATIt (� ELECTRICAL 116-1-60 MINIMUM CIRCUT AMP 1 0 TOTAL WEIGHT 53 LBS FILTERS UNIT CONTROLS PROGRAMABLE NIGHT SETBACK THERMOSTAT MBH INPUT NA MBH OUTPUT NA AFUE% NA COIL MODEL NA S P NA CFM 700 ACOD 10 MAKE MITSUBISHI MODEL PU24EK COOLING. ELECTRICAL 208 -1-60 MAX FUSE SIZE 20 0 MINIMUM CIRCUT AMP 16.0 TOTAL WEIGHT 207 LBS. COOLING 24 HOURS A DAY _ MBH TOTAL 24 0 MBH SENS NA SEER 10 6 PACKAGED NC UNIT SCHEDULE PACKAGED A/C UNIT SCHEDULE U E MARK EQUIPMENT - MAKE MODE,SIZE,PERFORM ELECTRICAL DATA REMARKS AC 4 6 AC 1 3 4 MODEL TRANE YSC048A3Etti1A HEATING ._ ELECTRICAL 208 3 60 MAX FUSE SIZE 35 MINIMUM CIRCUT AMP 23 9 TOTAL WEIGHT 608 LBS FILTERS (2) 20 "x25 "x1" UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECONOMIZER MBH INPUT 80 0 MBH OUTPUT 6. 0 AFUE% 81 COOLING MBH TOTAL 49 2 MBH SENS SEER 10 0 S P 5" CFM 1600 ►-+P PACKAGED NC UNIT SCHEDULE PACKAGED A/C UNIT SCHEDULE U E MARK EQUIPMENT -MAKE, ELECTRICAL EC CAL DATA REMARKS KS AC 4 6 MODEL TRANE YSC060A3EMA HEATING ELECTRICAL 208 3 -60 MAX FUSE SIZE 50 MINIMUM CIRCUT AMP 31 5 TOTAL WEIGHT 632 LBS FILTERS (2) 20 "x25 "x1 " UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECONOMIZER AND DUCT SMOKE DETECTOR MBH INPUT 80.0 MBH OUTPUT 64 0 AFUE96 81 COOLING MBH TOTAL: 63.1 MBH SENS. SEER 10 2 S P 5" CFM 2000 PACKAGED NC UNIT SCHEDULE MARK EQUIPMENT -MAKE. MODE.SIZE.PERFORM ELECTRICAL DATA REMARKS AC -9 _ MODEL TRANE YCD180B3LAH HEATIN JG 0 - ELECTRICAL 208-3-60 MAX FUSE SIZE 90 MI +IML1t'.M CIRCUT AMP 78 C I TOTAL WEIGHT 2030 LBS FILTERS (41 20'x2O 2' (4120')(25‘x2 Ut JIT COt J T POLS 1 /4.. t..t.11.1 --BiLE ' :3 SETS:.. - :+ER+.'•OST.. 1'. I ECOi;' *.'r= • • -, C` LlC S'.' C' E DE MBH INPUT 25C C MBH OUTPUT 175 AFUE=_• 80 7 COL;' JG MBH TOTAL 182 2 p.1Br- SE JS SEER 9 . S . 5• . `.30C EXHAUST FAN SCHEDULE MARK ~r te ^'�E�T ~`QUI MAKE.MO DEL.SiZE ELECTRICAL DATA REMARKS EF 5 !.'.:KE CE' ITR.:_ J P J ELECTR'C L TOTAL ‘'.'Ei IT t . 5 -70 0 OOE_ 12S 2013-3 60 1'70 LBS /� '.' .' -- - s tt .: '.� - 3L- - � : 4F•....Ca. 3,3 te a.! .40C ►-+P Sr 25 ;: " 8 t 800 EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS EF -3 MAKE ILG MODEL CRDA -13 CFM 1300 SP. 25' ELECTRICAL: 115 -1-60 HP 1/5 RPM. VIA TOTAL WEIGHT 109 LBS UNIT HEATER SCHEDULE MARK • _ EO_irV V' _■ - V c' E,_ S.L E_EC R)C/ A C `. -- +, i `•' •• • E PE ...0z.;-' - .f. -, - -' : rG t . 5 -70 - S 3 3 7C - .; L 1 .£C 1w d . _8S -' /� '.' .' -- - s tt .: '.� - 3L- - � : 4F•....Ca. 3,3 EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS EF -1 MAKE ILG MODEL. CRBA -44 CFM: 23,000 SP. .25" ELECTRICAL: 208 -3 -60 HP: 5 RPM: 468 TOTAL WEIGHT: 456 LBS EXHAUST FAN SCHEDULE EXHAUST FAN SCHEDULE EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA VA- '� {OC _L SZ L A A T►,.� - ;CMA�K., EF F A 1 SP 1 . r:.. E `;,Errs& eLOV.E€ Lam_ -as c $ \, 3� w t a ELECTAK.Ai 220 360 3 1' TOT.t 'A T LEIS EXHAUST FAN SCHEDULE MARK EQUIPMENT MAKE,MODEL,SIZE ELECTRICAL DATA REMARKS EF -4 I . MAKE ILG MODEL CFZ;A -12 CFM 850 S .25' r ELECTRICAL 115 -1-6O HP 18 RPM NA TOTAL WEIGHT 105 LBS :s PACKAGED A/C UNIT SCHEDULE MARK AC -7 EQUIPMENT -MAKE. MODE,SIZE,PERFORM MODEL TRANE YSC090A3EMA HEATING MBH INPUT 150.0 MBH OUTPUT 121 5 AFUE% 81 COOLING MBH TOTAL MBH SENS SEER 10 1 S P CFM 3000 95.0 ELECTRICAL DATA ELECTRICAL 208-3-60 MAX FUSE SIZE 60 MINIMUM CIRCUT AMP 42 7 REMARKS TOTAL WEIGHT 988 LBS FILTERS (4) 16 "x25 "x2` UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECONOMIZER AND DUCT SMOKE DETECTOR PACKAGED A/C UNIT SCHEDULE MARK AC -8 EQUIPMENT -MAKE, MODE,SIZE,PERFORM MODEL- TRANE YSC1023EMA HEATING MBH INPUT 150 0 MBH OUTPUT: 121 5 AFUE% 81 COOLING MBH TOTAL 105 0 1 A.1BH SENS SEER 10 1 S P .5• r CFM 3400 ELECTRICAL DATA ELECTRICAL 208 -3 -60 MAX FUSE SIZE 60 MINIMUM CIRCUT AMP 45 1 REMARKS TOTAL WEIGHT 1067 LBS FILTERS (4) 20 x25•c2" UNIT CONTROLS PROGRAMMABLE NIGHT SETBACK THERMOSTAT WITH ECOt 1OMIZER AND DUCT SMOKE DETECTOR 8. F+EEZE ST .3. SET 4.1. UNIT HEATER SCHEDULE N./A- E M00E S+Z` CA-A 4 .1041KE REZNOOR UOAP * JC APUIEw. 1 B3 - a:WI:T L LED 9`. TWEEZE STAT SEA d ii C EEC RiC-Ai E-EC 7 1 1 : 1 aC44. alt.TPS a9 S REM *K S t 96 .135 t .D PC.. E R HP 208-3 6C UNIT HEATER SCHEDULE MARK UH -3.4 EQUIPMENT MAKE,MODEL,SIZE MAKE. REZNOR UDAP -400 HEATING MBH INPUT 400 MBH OUTPUT: 332 AFUE% 83 ELECTRICAL DATA ELECTRICAL 115-1-60 AMPS 11 .0 REMARKS TOTAL WEIGHT 306 LBS • CONTROLLED BY FREEZE STAT SET (� 44 F WHEN EF -1 IS ON EXHAUST FAN SCHEDULE MARK EF -2 EQUIPMENT MAKE,MODEL,SIZE MAKE 1LG MODEL CRDA -12 CFM 1075 SP. 25" ELECTRICAL DATA ELECTRICAL: 115 -1 -60 HP: 1/8 RPM NA REMARKS TOTAL WEIGHT: 105 LBS. • = '� ate`= ' ••• � ' •� r"..$ f s N % •-. S E - ' tr+c:L c E'� - ,ir Fit, ru I 1 o IWTOR STaPTE ; BREAK —AWAY DUCT CONNECTION TYPICAL BOTH ENDS OF SLEEVE. SEE DETAILS THIS SHEET. ACCESS PANEL IN DUCT. ACTUATOR LOCATED ON OUTSIDE OF DUCT, TYPICAL FOR SMALL SFD'S AND ACTUATOR ACCESS THROUGH ACT TYPE CEIUNGS. MECH CONTRACTOR TO PROVIDE ACCESS IN DUCT FOR VISUAL INSPECTION OF SFD BLADES. OPTIONAL ACTUATOR LOCATION IN AIR STREAM, TYPICAL FOR ACTUATOR ACCESS THROUGH SHEETROCK TYPE CEIUNGS. MECH CONTRACTOR TO PROVIDE ACCESS PANEL IN DUCT FOR ACTUATOR MAINTENANCE. ARCHITECT TO PROVIDE ACCESS IN GYPSUM CEIUNG. TYPICAL SMOKE /FIRE INSTALLATION ISOMETRIC 4-Libe).••, S �S be 4 i4rt A Z/7- k5 4 /0 . iz-i;e4 iliz i j ^? Sii t It • fr 0 U- w J I- 2 Y � cP Q I to 8 SIP 0 16111111111b F- w w w 0 w U O J CO J Q Z co co gi T 1= Z <H- o-J zo § w co C.3 M3.0 CCPORRIMCKPII 0 111011411 CAMEHICSIIIIICO REVISION I Luminaire Schedule Project: All Projects Synbol. 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Y r--- -- I . , ; 1111 1 L l _ TAI`i��� IN _:% ■■M=■ ■■igsAWA 0 kg 111 111 1111 1101 1I. rem .�. mown - c a ® L - I 1 - ■; IUD \F ar(It&IFictrxctilitx t ituk)20A) bot1441/2.--- CENDENT MAINTENANCE BUILDING srxc +nr - r-ar S SiEPARATE T AND APPROVAL fiKILARED 0) d A 0 J 0 f o CO O N hi C M co oo M O N co u . + u , o C .4.J CD 03 m o 0 in a, 32 c T .- U) 0 1 d .w N � m MUM RIM MEM I 1 a i a Pro jec t Nod BP08 rn Z rn Z --1 Z Z D Z (7 rn co C r z 0 Protect Title: _CEND MAINTENANCE BUILDING x rn 0 It z m Ul OP 0 n n 0o m 3 V II z m (A) p 5 r0 r ■woes.■ munigi meesese■ see ■■®em or r r r r r r r r r r I■ r I el r r diimmommil I wwirrir r r r r r r r r r r -I Date Milligan + Associatesl 03 -03 -2005 922 SW 151st Street Phone: 206 - 382 -9410 Drawn By: Burien, Washington 98166 Fax: 206 - 382 -9635 www.milligan- assoc.com JRT