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Permit D10-326 - EMERALD CITY MOVING - OFFICES
EMERALD CITY MOVING & STORAGE 18325 SEGALE PARK DR S D10 -326 City SPTukwila 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 DEVELOPMENT PERMIT Parcel No.: 3523049119 Address: 18325 SEGALE PARK DR B TUKW Suite No: Project Name: EMERALD CITY MOVING Permit Number: D 10 -326 Issue Date: 12/16/2010 Permit Expires On: 06/07/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: BARRY BENNETT Address: PO BOX 88028 , TUKWILA WA 98188 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Phone: 206 - 396 -2012 Phone: 206 - 575 -2000 Expiration Date: 04/01/2012 DESCRIPTION OF WORK: CONSTRUCT OFFICES ON MEZZANINE AND WITHIN EXISTING OFFICE SPACE. Value of Construction: $141,546.00 Fees Collected: $3,004.86 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0024 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -326 Printed: 12 -16 -2010 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pres construction or the performance of work. to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Jrr-\ Date: / -2/ /t)/ 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. PERMIT CONDITIONS: 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: 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. 6: 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. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: 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. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. doc: IBC-7/10 D10-326 Printed: 12 -16 -2010 13: Manufacturers installation instructions , be available on the job site at the time of injtion. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: 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) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: 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) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: 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) 27: 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) 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) doc: IBC -7/10 D10 -326 Printed: 12 -16 -2010 31: Every exit sign and directional exit sign-11 have plainly legible letters not less than 61 s (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shal 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 m 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) 32: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 34: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 35: 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) 36: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC-7/10 D10 -326 Printed: 12 -16 -2010 r i • 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 a BLANKET. PERMIT TENANT -'IMPROVEMEN:T APPLICATION Plan Review No.: ) 10— tp Blanket Permit Agreement No.: f a) (- EPFk Value of Construction: $ /CH) 5'7-K O- 03 Assessor Account No.: 3sa3 -l- c j ( 9' Site Address: / S *alt_ ac� k Project/Tenant Name: E✓v�Pra c1 C11- y /L1ovi vx Description of. Work: CAS -fruc_% DCCICeS �� rte ? A v„me. a Floor: 6c 'v /Q1 . Suite No.: NM O 1 $ c spoke - Per the International Building Code - 2003 Edition Type of Construction: V- Occupancy Group: S-1 Building Use: 6VaretJSe- Nature of Occupancy (printing, manufacturing, etc): Fu r A/ -6 re. (MD vt v c� Ia S si v-& It 7 ( (pia re (n push Square Footage: Existing Construction Area d 15t Floor 3)5(-0 3, SJCO 2nd Floor 3s» SS / 73S SF 3`d Floor N 11A N I/1 4th Floor NIA NIA Will there by any structural work? oC Yes ❑ No If "yes ", please describe F ■inq fir cum ,-{-Q aSYwdoiti r-000A- 'Dot ,� 1-o Silo re) 14 Me u Ce,I, jrid. Will there be a change in use? ❑ Yes No No If "yes ", please explain Will there be rack storage? ® Yes ❑ No If "yes ", a separate permit is required. Existing Fire Protection: Sprinklers ❑ Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®. No If "yes ", please explain \ applications \Blanket Permit 11 Application Created: 9 -2004 Revised: FeeAmount ; $ Receipt No;... Date Building Permit Fee Plan Check Fee $ Building Surcharge $ Total $ Value of Construction: $ /CH) 5'7-K O- 03 Assessor Account No.: 3sa3 -l- c j ( 9' Site Address: / S *alt_ ac� k Project/Tenant Name: E✓v�Pra c1 C11- y /L1ovi vx Description of. Work: CAS -fruc_% DCCICeS �� rte ? A v„me. a Floor: 6c 'v /Q1 . Suite No.: NM O 1 $ c spoke - Per the International Building Code - 2003 Edition Type of Construction: V- Occupancy Group: S-1 Building Use: 6VaretJSe- Nature of Occupancy (printing, manufacturing, etc): Fu r A/ -6 re. (MD vt v c� Ia S si v-& It 7 ( (pia re (n push Square Footage: Existing Construction Area d 15t Floor 3)5(-0 3, SJCO 2nd Floor 3s» SS / 73S SF 3`d Floor N 11A N I/1 4th Floor NIA NIA Will there by any structural work? oC Yes ❑ No If "yes ", please describe F ■inq fir cum ,-{-Q aSYwdoiti r-000A- 'Dot ,� 1-o Silo re) 14 Me u Ce,I, jrid. Will there be a change in use? ❑ Yes No No If "yes ", please explain Will there be rack storage? ® Yes ❑ No If "yes ", a separate permit is required. Existing Fire Protection: Sprinklers ❑ Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®. No If "yes ", please explain \ applications \Blanket Permit 11 Application Created: 9 -2004 Revised: BLANKET PERMIT TENAIMPROVEMENT APPLICATION PAGE 2 Propefty;Owner.. , . Name: )3■rI Organization: Mailing Address: Se ale. Setb\aAL -KT (' ik5 P -D wok IDC0p t eJ LAC 1 Contact; Person • /Ukwi C. City Phone: $ZZ(p - State Zip Name: 13o.rr1 Organization: Mailing Address: SPyIL ftrer1-tes Li-C- 17-0 City Phone: axe 396 �loZ N F+ 9E 8� State Zip • Architect: ofR:ecord. All plans must be wet stamped: by. Architect‘of Record Name: 7/ar'0Id CLr i4fin.SPv` / ��10 RAJ. BB P� Organization: La✓tC2 Moeller ar t 453oc1c4e5 Mailing Address: J cO /A ke5i c/e. 0250 Seai-4 (P. City Phone: ax,- - as-s-3 State Zip Gene>a 1.. Contractor . . Name: )e are. ?p-es Le-C., Mailing Address: Pc, T3.* WA State Contractor's License No.: SEAL PL. 90a C / ukwe 0• City Phone: o9O&- S7S 40.70 State Zip Expiration Date: z//i /aaloL I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized under Blanket Permit Agreement No. 10 - JO I-I -SPA to apply for and obtain this permit. Signature: Print Name: 13Arci v AC_ + - Organization: SE)alp Pro Fed- Mailing Address: D. TS.,y $ $ c7 t Date: < i f 3 /io /UkV0 o- City Phone: R:X.0 -396 -o WR 58I 8$ State Zip 'tDate:of Application: _: + Date Expires: ( Staff +Initials: - j \applications\Blanket Permit 11 Application Created: 9 -2004 Revised: BLANKET PERMIT TENAPROVEMENT APPLICATIO PAGE 3 GenoraUiiforination• This tenant improvement application may be submitted for non - structural interior construction, which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans submitted with this application, and such work is limited to non - structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. Electrical Washington State Department of Labor and Industries — Tukwila 206 - 835 -1000 Plumbing and Gas Piping Public Health — Seattle and King County 206 - 296 -4932 Fire Protection City of Tukwila Fire Department 206 -575 -4404 Mechanical City of Tukwila Building Department 206 -431 -3670 Rack Storage City of Tukwila Building Department 206 - 431 -3670 BuildingP.,ennii Application, Application Submittal — Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plan submittal checklist below. Handouts are available at the Permit Center which provides more in -depth detail on preparing the submittal. Authorized Agent — The applicant must be an authorized agent as identified in the Blanket Permit. Fees — The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a permit fee estimate, contact the Permit Center at 206 -431 -3670. Submittal.'Checklist Completed Blanket Permit Tenant Improvement Permit Application [Completed Architects Statement ❑ Three (3) sets of construction drawings; which include: 13/ Site plan showing: Building location on property; Adjoining public rights -of -way; Parking layout; Location of tenant space or area of work within building; Overall dimensions of building; Overall dimensions of tenant space, or area of work; and - Name of each common wall tenant(s) and type of business or occupancy. Ear Floor plan of entire floor or tenant space that the work is taking place, showing: Tenant space layout with use of each room labeled; All exit doors, corridors and egress patterns; All new walls, existing walls and proposed walls (provide construction key); and - All other proposed construction. 13/ Construction details Construction key; Cross sections showing wall construction and method of attachment, floor and ceiling; and - Reflected ceiling plan (if applicable). Qr. Miscellaneous 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker); Title block on each sheet, identifying; Project name Company job number (if applicable) Site address - Blanket permit agreement number - Architect, address and phone number Each sheet of plans stamped by a Washington State licensed architect; Minimum sheet size 18" x 24 "; and Plans must be drawn to scale and clearly dimensioned drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable). dPermit Fees (plan check fee, building permit fee and state building surcharge) \applications\Blanket Permit 11 Application Created: 9 -2004 Revised: ® • City of Tukwila Steven M Mullet Mayor Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3690 Fax 206-431-3665 Web site http: / /www.ci.tukwila.wuw Steve Lancaster, Director ,BLANKET PERMIT AGREEMENT _ ArchitectrStatement Plan Review No.: .) t 0 V i O Blanket Permit Agreement No.: 10 - O i -T5Y A Project Name: E✓ ke ro.I � Chi j Mnvr Site Address: I Baas —c-µle �Po,� k Bc4re (Ay) 9,J38 Is any part of the work proposed under this application include © Yes ❑ No structural work or affect structural components of the building? If yes, has the structural work been authorized by the Tukwila gi Yes ❑ No Building Official to be included in this application? Does the proposed work comply with the requirements of Q Yes , ❑ No the International Building Code (2003 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17. ..... ..... » ................... Yes ❑ No in the International Building Code (2003 Edition)? If yes, list specific: inspections: As a result of this proposal, does the parking meet the ........ ............. »................. Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT/ENGINEER signatanals,a / c•�Qa4 Print Name: Rub Er A5. igrde/ta. nj Orgnintion: C. AAz•, t1,iF_ C.L [= M'/4 re. MayvngAddr / aO .L /4x6‹' /1x -' L� 5 ARCHITECT/ENGINEER STAMP AND SIGNATURE r 36" REG *ZED a c� �rECY • �., c tit r ) r STATE OF WASHI "+t:;; id ye udiachiectsnt®na Crewed 9.2004 ttedu Phone: /2-06 -325- - 2453 0 City of Tu ►r ° a a Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, 'Washington 98188 Phone: 206-431-3670 Fax: 206-431 -3665 Web site: http:/lwww.atukwilawa.us Steve Lancaster, Director Plan Review No.: 1) 1 0— 3�- Blanket Permit Agreement No.: 10 - 00 l . -13 T' A Project Name: Ervte cti -y /1/1ur✓; Site Address: _i n S 'P6 cAre Thk14,10 tau N 9,fl Is any part of the work proposed under this application include structural work or affect structural components of the building? Yes ❑ No If yes, has the structural work been authorized by the Tukwila © Yes ❑ No Building Official to be included in this application? Does the proposed work comply with the requirements of ® Yes ❑ No the International Building Code (2003 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 ® Yes ❑ No in the International Building Code (2003 Edition)? If yes, list specific inspections: Antctfg goc7 rn' 1 tA'now Fort sr sineeimmia (,4 (A-% ( :a\ As a result of this proposal, does the parking meet the I] Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency. Phone: (206) 525 -'7560 Se-A-m6 1AM 9$115 city State Tip wqs City of Tukwila iDepartment 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 RECEIPT Parcel No.: 3523049119 Permit Number: D10-326 Address: 18325 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 12/01/2010 Applicant: EMERALD CITY MOVING Issue Date: Receipt No.: R10 -02405 Initials: User ID: Payee: WER 1655 Payment Amount: $3,004.86 Payment Date: 12/01/2010 12:00 PM Balance: $0.00 SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 63016 3,004.86 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $3,004.86 1,818.40 1,181.96 4.50 doc: Receiot -06 Printed: 12 -01 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. • CITY OF TUKWILA BUILDING ;ION . t= . (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: Type of spectio : Address: Date Called: Special Instructions: • Date anted: i —2-7 a.m. p.m. Requester: -..l ✓ dV e - Phone No: .'v-.4..• t ;a' Approved per applicable codes: Corrections required prior to approval. - - COMMENTS: 1 (1 , 1 ► -D..34,1% (- 'i ,fal, .7 - 6 Li z 9 M.j r ..... -..l ✓ dV e - • • .'v-.4..• t i 1. Date: ECTION PER REQUI ' ED. Prior to next inspection. fee mustkbe t 6300 Southcenter Blv .. Suite 100. Call to schedule ireirnspeetion. _:11aC3M74.4_'ua* ua.•aw- aia»cc:nc20645 :• -11...3e L INSPECTION RECORD I _ Retain a copy with ermitk /3 p y p PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 9� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 t Permit Inspection Request Line (206) 431 -2451 Project: 1� _1 /� .1"°r, " b d) l�. /74 Type of Inspection: � `�� A a. �5? 4 4 M - I/A4 Address: mesa 56 a41€ 41041,C, Date Called: 6 Special Instructions: • • Date Wanted: a.m. Requester: Phone No: a+d6 -3 -24o/. Approved per applicable codes. COMMENTS: ''A T , w • Q Corrections required prior to approval. i' Date: SPECTION F: E REQUI " ED. Prior to ext inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IN1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ait 19ra A Address: i - ' 'Type C_ C r — - f� #t '_ P*tR of Inspection: 'Flt 4444104 6 Date Called: Special Instructions: ! Date Wanted: 12 - Z 6— } l) p.m. Requester: Phone No: /C,= 41 is -2.017 . NI Approved per applicable codes. COMNIENTS: • Corrections required prior to approval. r. p. N PECTION E R QUIRED Pr rio next inspection. fee must be . _ ;.n pa 411 at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. .. -•.:� INSPECTION RECORD Retain a. copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: e fv a kik L.b O.. -r`i - Type of Inspection: P t"8. tgA i, (�._..._ Address:. 1 e32.4S SE ALE PARk- Date Called: 0 r- Date Wanted: I .1 - L 1— I U a.m. p.m. Special Instructions: Requester: Phone No: .C)(' a s - 'z ❑ Approved per applicable codes. COMMEN —T Corrections required prior to.approval. silty, 4' 'it' �•.. •.. 4. Date: i6 tt9 PECTION FEE REQUII EDs Pri to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 1. sip INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • o 314,, CITY OF TUKWILA BUILDING DIVISION 12, 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: F,v, r ii tr4c► 0; Type of 1 pecti i (; Address:,,, r'� _,.... 1 X3 _ Date Called: Special Instructions: . r� .1 3 • • Date Wanted: t - 1 2 �-�y �n--a — i !!sue' p.m.', Requester: Phone Noy 7A l 4, ,-2,0 r Approved per applicable codes: Corrections required prior to approval. j. r • COMMENTS: • • • pecto �j .. '` "f SPECTION FEE RE UIRED.i rior to next inspection. fee must be at 6300 Southcente lvd:. S ite 100: Call to schedule reinspection. f ' 'Date: 1 .-I 7J JO .�- �!a••pr.y (r, * ..fir INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO 10-00t NA 40 Pio-nto CITY OF TUKWILA BUILDING DIVISION 19• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-370 Permit Inspection Request Line (206) 431-2451 Project: ' a 4 t i:k . Type of Inspectio : • 1 . ijit LL k , Address: Date Called: Otb 0 Special InRructions: 91811.43‘ CIrt PA‘PAtk, • ) 11W Date Wanted: - Requester: bAY1( Phone No: ElApproved peTapplicable codes. COMMENTS: dai ElCorrections required. prior to approval. 7 : . 1 :•. . SPECTION FEE.:REQUI ED. Prior o next inspection. fee mustbe i- id at 6300 Southcenter.Blvd.. Suite 00. Call to schedule reinspection... • ' - -ri,....+•••• • timv71Pert.-9.w. watesriceealmossaare. .vezczaorioc==.--ecaom=46 I 'A • 1. 1 INSPECTION RECORD . Retain a copy with permit • INSPECTION NUMBER PERMIT NUMBERS. C1TY OF TUKVVILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 Project: raccApit, CA; ineve.4) Type of Inspection: Address: j8.346,— ije, Suite #: loge. (6 Contact Person: Special Instructions: Phone No.: - Approved per applicable codes. riCorrections required prior to approval. COMMENTS: 0)4, 5 )e-c• )9.4nAte.: Na' 11- / 5 .i-J-1 J4y4 ewe • _ Needs Shift Inspection:'- , Sprinklers: Fire Alarm: f Hood & Duct: •Monitor: , Pre-Fire: Permits: i'''. Occupancy Type _ • ! • Inspector: ft*". 4°1.. "Date: idolg,..;•p H • $8.0.00 REINSITCTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finaince Department io schedule a reinspection. Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 sd INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bio PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 , 206- 575 -4407 Project: E t PA 6 C.i o v id Fire Alarm: . Type of Inspection: cci -c. ct _ Khat L- �J Address: # g3cs- Suite #: S-51,414, Pt 1 Contact Person: Special Instructions: Phone No.: FI-Approved.per applicable codes. Corrections required prior to approval. COMMENTS: IE I L Needs Shift Inspection: Sprinklers: - Hood & Duct: Fire Alarm: . Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -_ - Date: // j, f _/ (. Hrs.: k • $80.00 'REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • J. 'I • • ..- •t • • INSPECTICM ..RECORD • • acopy with Ipermit • - • -. • - • . • • .:34•:•• %. . • • • -• • .i;•• ' • • • . • CrrY• OF-TUKWILA FWEDEPARTMENT 444 Andover Park.East .TukWila 98188 206-575-4407 PERMIT NUMBERS 'Project: ' ...., Type of Inspection: t i In Address: Monitor: .. Pre-Fire: .Special Instructions: Phone No.: 5 3 72 - 7///f • El Approved per applicable codes. Corrections required prior to approval. ---COMMENTS: -ityWdt/Dy,./.-4.1 kv■.) .44-- 014- rael2). dattI it* Abol PetAr''.5 - - 4o o44.4.4 kA.0401.4 .56"ZAYVS -‘jeA.;A • Needs Shift Inspection: SPtinklers: Fire Alarm: Hood & Duct: Monitor: .. Pre-Fire: P6rmits: Occupancy Type: • • Inspector Y • •. • .. • -.- 'Date: • % 2 1 Hrs.:. • 111 $80.00 REINS CTION FEE REQUIRED. You will receive an invoice from the City ,gif Tukwila FinanCe Depattment: Call !to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 ' • T F D Form F.P. 113 • 'ci< 77-'1 7Par.7: . INSPECTION NUMBER INSPECTION RECOR6 Retain a copy with permit - A C S- A.?e, o' - Co PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -EV't-t.er Ad mewl A) 5 Itar.4 ye_ Type of Inspection: Se ctnu...t.a.. cst (.4e_____ Address: /8 3 Suite #: rf ‹. 13 Contact Person: Special Instructions: • Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 10.,„.„, Sprinklers: Fire Alarm: . -66Vki & t r . ) — OA k S Monitor: • Pie-Fire: Permits: dc. - C, K., eet. a•-(1. -2.9 ci IC: 1 t(oo t-iit _ /-1-9 0/2_ o i 200. Hoc 44-8 et --t-0 C,',,424.--7 Needs Shift Inspection: 10.,„.„, Sprinklers: Fire Alarm: . Flood & Duct: Monitor: • Pie-Fire: Permits: Occupancy Type: Inspector: 10.,„.„, SL 1).... :: . Date: 1/4 ilt i Hrs.: 4-4 • $80.00 REINSPECTION FEE REQUIRED. You will receive an .invoice from the City of Tukwila Finance Department. Call to•schedule a reinspection. Word/Inspection Record Form.Doc • • 1/13/06 • - • T.F.D. Form F.P. 113 Ts CONSTRUCTION TESTING LABORATORIES, INC. January 5, 2011 Segale Properties, LLC PO Box 88028 Tukwila, WA 98318 400 Valley Ave. NE S e ' ' uyallup, WA 98372 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 www.ctlwa.com ATTN: Barry Bennett REF: Final Inspection Report for 4116 PROJECT NAME EMERALD CITY PROJECT ADDRESS 18325 Segale Park Drive B, Tukwila BUILDING PERMIT* N/A Dear Mr. Bennett: CTL, Inc. provided special inspection and testing services for the above referenced project. We specifically provided special inspection and testing services for the placing of epoxy and bolts. The specific work for which we provided special inspection for was, to the best of my knowledge, in accordance with the approved project plans and applicable codes. If you have any questions regarding this final report, or if we may be of further service, please feel free to call or email. Sincerely Yours, Dennis M. Smith Manager DMS/ bcm cc: Mailing List baileym©ctlwa.com • CONSTRUCTION TESTING LABO FR 18020 1.0 „AA, fik TORIES, INC. 400 Valley Ave N.E., Suite 102, Puyallup, WA 98372 Telephone (253) 383-8778 WWW.CTLWA.COM Facsimile (253) 383-2231 CLIENT — •44,WOB••;3:■1 ''''' gieleni; 'Ll' Segale Properties, LLC DATE 1 INSPECOP TION NRIETNITR PROJECT NUMBER .,,,ja ,1 Dec. 27, 2010 --', 04 if Ir, 4116 , PROJECT .4-' TITLE V EMERALD CITY 4h JoBs!.7 ADDRESS 18325 Segale Park Drive B, Tukwila COttl'ItACfOrt '',:5-'i-1, ' Client $1110("1,7 04, -04Deitaio:ta N/A d-.c,vi : CON ACT ' ' • O''''r 1,,,-.,; ,-;., ORDER PiO: : • • ,,,,V N/A a' ' si, ,4 ,t,,e,7 N/A -,,,44:71='1',?: TOltait No: -:,f ?, N/A ' BUILDI" Og paiikkiho: D10326 I .,. arrived on the jobsite to perform special inspection for the drill and epoxy bolt placements for -:11 the three seismic retro fit columns for two future overhead door openings at east wall. The contractor drilled 33- 11/16" 0 x 41/4" deep holes. All holes have been cleaned using a brush and compressed air. "Hilt! RE-500" epoxy has been used to set the %" bolts. All methods and ._ materials do conform to approved jobsite plans and manufacturer's specifications. 1-.;. 4 It • 4 g j o r3 OVERCAST PARTLY CLOUDY INDOOR (SI 500 F i:44 8:00 N/A - N/A V- .`L'INSPEttok gain CLOUDY FOGGY REPORT SHALL SHOWERS N vilif N/A / A N/A N/A as),,,i:1 BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONSTRUCTION TESTING LAG, INC. REPORT PERTAINS ONLY TO THE MATERIAL 7E:4E13 (rev_ 1;11.08-20io DATE RECD: 12-26- IC: EL .NSFELT:0,: REPORT iMail Mame Filo% C. ALE3P■',, ' • X: L. US, CONSTRUCTION TESTING LABORATORIES, INC. 1202 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 www.ctlwa.com FR 18020 PAGE aaoacT JOSSITE TNIE ADDRESS.. CONTRACTOR. NO. 7 I PENTAD' No. ;J6 I r � c a/1 i,34 -� vii ' 0,4 ,f %r 7;7L U.v �.- � f /S 1/ / El ; %t U jc z zs - 7,dt/1 '= �3/�" 2-4,/ z "-A9Z 0 1/t,/,-) Cv',2i 9% 1/-2L - <- -�l /1rf�- / 1. L 1/1.4,4.0 vfs r/ ' pt./ /F 7770/(, f„-f1/7' yEf 4/0 1767.-4,444r r4�L L G . 'f/ ,4L L. rd 47;, ,i 17;E77, ' 2f f'rt ,y PARTLY CLOUDY CLEAR CLOUDY RAU N�y COVERED AREA SNOW *MOOR 30THER (S) 4 SHOWERS 4'? TOTAL MUM -► p 1 MALL NOTiRaNPODOUO® WOW! T11[ MMNYIOUAPPROVAL OIOONfr, WIMPS tAl R DATE RECD; MONTH DAY Y 1O'MATOIIIALTOSRmlM'• SS'M'OS) Division Five, The Steel Fabrication Company 0 6458 S 144th St, Tukwila WA 98168 PO Box 69676, Seattle WA 98168 206.988.5004 fax 206.988.4212 Welder ID# 1 Washington Assoclatioil of Bulidihy Officials P.O. Box 7310, Olympia, WA 98507 888-664-9515 • www.wabo.org Certified Welder Card ALLAN S. ERSTAD 227 SW 138TH ST SEATTLE WA 98166 -1347 Weliler,ID',Nti nb4r W01270 FMB JAN 1. 2011 Renew on or before expiration date The welder named on this cans is certified for the following:. Structural; Steel :TCAK.:Plate;;RHy.Positions, Up, E71T- X;1l8 "- 8'ovet;.wlbacking WABO welder certified process qualiflcatons'are outlined In WABO Standard 27 -13 & In accordance with ANSUAWS 01.1 D1.3 01.4 THIS CARD IS THE PROPERTY OF WABO Welder ID# 2 Washington Association of Building Officials P. O. Box 7310, Olympia, WA 98507 888-664 -9515 • www.wabo.org Certified Welder Card CURTIS J. ETRIS 4821 KENT DESMOINES RD #206 KENT WA 98032 Welder ID NurPbei W02835 The welder named on this card )s certified for the following: Structural Steel: FCAW, Plate, FH1t Positions, Up, E71T- X,1/8" & over, w/backing Sheet Steel: GMAW, All Positions, Down, E70S.2, 1/18 " -1/8 ", Whacking CUP-T15 J. ETfit5 MEI I OCT 1. 2Q10 Renew on or before expiration date WABO welder certified process qualifications are outlined in WABO Standard 27 -13 & in accordance with ANSVAWS D1.1, 01.3, 01.4 THIS CARD IS- THE .PROPERTY OF WABO Welder ID# 3 Washington Association of Building Officials P.O. Box 7310, Olympia, WA 98507 888-664-9515 • www.wabo.org Certified Welder Card JUSTIN C. HAGEDORN 2581 BIRCH CT MILTON WA 98354 -8841 Weliter:ID,NurnbeT� W00802 Expires:= APR 1.2011 Renew on or before expiration date The welder named on this card Is certified for the following: Structur�_It51?e8I F J i!Ii Plate H PnSItJOnS, E '1T-X, 1/8"; &'ove4,w/h4kiiii . WABO welder certified process qualifications am outlined in WABO Standard 27 -13 & in accordance with ANSVAWS D1.1, D1.3, D1.4 ;_-THIS-..CARD IS THE PROP_ERT.Y_OF.INABO.T;_': Page 2 of 3 Division Five, The Steel Fabrication Company 6458 S 144th St, Tukwila WA 98168 PO Box 69676, Seattle WA 98168 206.988.5004 fax 206.988.4212 Welder ID# 4 Washingto.h Association of Building Officials P. 0. Box 7310, Olympia, WA 98507 888- 664 -9515 • www.wabo.org Certified Welder Card PHAN DUDNG 11821 SE 227TH PL KENT WA. 98031 Weicler ID Nui berg, W09957 Expires: JAN 1. 2011 Renew on or before expiration date The smiler named on this card fa oeitrlled feria Wowing: Structural Steel: FCAW, Piste, Fit Positions. E7174 11r & over, Whacking Sheet Steel: GMAW, AD Positions. Down, 678541. 1118 " -11e", Whacking PNAN DUON WABO welder certified process qualifications are outlined in WABO Standard 27 -13 & in accordance with ANSIA WS 01.1, 01.3, 014 [,HIS CARD, IS.THE PROPERTY OF iIABO y?, Page 3 of 3 iJ Chicago Metallic' Ceiling Systems 8 Spedalty Products August 23, 2006 Mr. Willie Wood Story Acoustics 5414 184th Street East Suite B Puyallup, WA 98375 ,1-05pe'Cf Co(e l Re: VARIATION TO THE 1496 CLIP ALTERNATIVE PERIMETER DETAIL ASCE 7 -02 SEISMIC DESIGN CATEGORIES D, E, F - SUSPENDED CEILINGS EVERGREEN PLAZA — VARIOUS STORES — BELLEVUE, WA Dear Willie: The use of the 1496 clip with the 1420 wall angle has been accepted by jurisdictions across the country. This arrangement is an alternative to the perimeter installation method prescribed in ASCE 7 -02 Section 9.6.2.6.2.2. Attached is a drawing dated June 23, 2006 that provides a detailed description of the Chicago Metallic 1496 clip alternative perimeter method. When using the Chicago Metallic alternative, the 1496 clip is used on all walls. On two adjacent walls the suspended ceiling (grid) components are "attached" to the wall angle by slipping the 1496 clip over the vertical leg of the wall angle and then screwing the grid to the clip. A variation was proposed that would pop rivet the face of the grid to the horizontal leg of the wall angle in lieu of using the 1496 clip on the two "attached" walls. We have considered this variation and believe it would be equivalent for the following reasons: 1.) The use of the pop rivet in lieu of the 1496 clip is consistent with the intent of ASCE 7 -02 Section 9.6.2.6.2.2 and CISCA Guidelines for Seismic Zones 3 & 4. 2.) The 1496 clip provides over 2 in. of ledge support for grid members on the "unattached" walls where % in. of movement must be accommodated. On the "attached" walls, the grid components are fixed, therefore the clip is merely 'a means to fix the grid to the wall angle. Pop riveting the face of the grid to the wall angle serves the same purpose. 3.) Acoustical panels at the perimeter will have the same ledge support regardless of the method used to attach the grid on the two required walls. I hope this information is helpful. End. 4849 So. Austin Ave.. Chirann Illinnic Rna ,lo onn nnn ycerely, 1 4t/i/Z2 Tony Ingratta Product Engineer .*°° ijiJ Chicago Metallic 1496 Seismic Perimeter Clip Applications Useful in IBC category C, D, E, and F seismic zones as an alternate method of stabilizing perimeter (border) tees. Used in lieu of stabilizer bars (to prevent the tees from spreading apart), and the perimeter hanger wire, If approved by the local authority having jurisdiction. The clip allows tees to move Into or away from the wall angle per IBC code and CISCA recommendations. Features • Exceeds IBC require- ment of 2" ledge support of grid components. • Dimension markers included on clip showing required 3/8" and 3/4" clearance of grid to the wall. • Back plate accommo- dates additional attachment of clip to wall and /or wall angle. • Screw holes are provided for attaching clip to tee when required. Benefits • Bright gold color makes clip easily identifiable on job site inspections. • Installation of the clip is quick due to pre - drilling of screw holes. • Installation time for ceiling panels is reduced by eliminating spacer channels. Ceiling panel damage due to perimeter hanger wires is eliminated (If this method is approved by local code officials). i Product Material: A. General Commercial quality steel, gold color, sized to fit 1-1/2" high ceiling grid components Component: 1. Seismic Perimeter Clip. Compatible with the following CM grid systems: 200 Snap -Grid, 250 Fire - Front, 1200 Seismic, 1250 Fire-Front Seismic, 260/280 Aluminum Cap, 730 Stainless Steel, 830 All- Aluminum, 1830 G -60 HDG System, 660 Wide Face, 3500 Ultraline, 3550 Fire-rated Ultraline, 3600 Ultraline, 4000 Tempra, and 4050 Fire -rated Tempra. ❑ 1496.00 Sections Main or 1496 Cross Tee 15/16" x 15/16" Wall Angle Category C Perimeter Treatment Main or 1496 Cross Tee Screw 1" x 2" Wall Angle Category D, E, & F Perimeter Treatment 800 - 323 -7164 / Fax: 800 - 222 -3744 / chicagometallic.com r EtTS REPORTTM ESR -2282 Issued August 1, 2007 This report is subject to re- examination in one year. ICC Evaluation Service, Inc. www.icc- es.org Business/Regional Office • 5360 Workman Mill Road, Whiter, California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 5999800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799-2305 DIVISION: 09- FINISHES Section: 09120-Ceiling Suspension REPORT HOLDER: CHICAGO METALLIC CORPORATION 4849 SOUTH AUSTIN AVENUE CHICAGO, ILLINOIS 60638 (708) 563 -4600 www.chicactometallic.com EVALUATION SUBJECT: 1496 SEISMIC PERIMETER CLIP 1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code® (IBC) Property evaluated: Structural 2.0 USES The Chicago Metallic Corporation 1496 Seismic Perimeter Clip is used to connect main and cross runners of suspended ceilings to wall molding for interior applications. The clips are used as an alternative to 2- inch -wide (51 mm) wall molding and spreader bars in Seismic Design Categories D, E and F, and as an alternative to spreader bars in Seismic Design Categories A, B and C. 3.0 DESCRIPTION 3.1 1496 Seismic Perimeter Clip: The 1496 Seismic Perimeter Clip is illustrated in Figure 1. The clip is manufactured from minimum 0.0263- inch -thick (0.864 mm) SAE 1075 electro- galvanized steel complying with ASTM A 879. 3.2 Ceiling Framing Members: Ceiling framing members for use with the 1496 perimeter clip as described in Section 4.2.1 are No. 200, 270, 280, 640C or 4040C main runners and No. 668C, 674C, 1210, 1214, 1254, 1264, 1274, 1284 or 4014C cross runners manufactured by Chicago Metallic Corporation. The framing members are described in Table 1 of ICC -ES legacy report ER -1905. For use under the IBC for Seismic Design Categories A, B and C as described in Section 4.2.2, ceiling framing members may be any suspended ceiling framing recognized in a current ICC -ES evaluation report and complying with the requirements of CISCA 0 -2. 4.0 INSTALLATION 4.1 General: The suspended ceiling framing system must be installed in accordance with this report and the manufacturer's published installation instructions. The suspended ceiling framing system must be installed in accordance with IBC Section 803.9.1.1 for systems not exceeding 4 Ib/ft2419.5 kg /m2). 4.2 Seismic Design: 4.2.1 Alternate Seismic Design Category D, E or F Installation: Under this installation, the main and cross runners must be main and cross runners described in Section 3.2. Maximum total ceiling weight permitted is 1.8 lb/ft' (8.78 kg /m2). The 1496 clips are used to secure the main runners and cross runners to the structure on two adjacent walls and to allow free movement of the runners on the two opposing walls. See Figure 2. A nominally 15/1,-inch-wide (23.81 mm) wall closure (angle) is used in lieu of the 2- inch -wide (50.8 mm) perimeter wall closure (angle) required in Section 13.5.6.2.2 of ASCE -7 for Seismic Design Categories D, E and F. Except for the use of the 1496 clips and the nominally 15 /,s- inch -wide (23.8 mm) wall closure (angle), and the elimination of spacer bars, installation of the ceiling system must-be as prescribed by the code. The 1496 clip is attached to the wall closure by sliding the backplate of the clip over the vertical leg of the wall closure and over the bulb of the runner. On the two adjacent walls where the runners are fixed, the clips are attached to the runner by a sheet metal screw through one of the three pilot holes in the clip. On the walls where the runners are not fixed, the clips allow the terminal runner end to move 3/4 inch (19.1 mm) towards and away from the wall. The 1496 clips installed in this manner are an acceptable means of preventing perimeter runners from spreading, in lieu of the spacer bars required in CISCA 3 -4. CISCA 3-4 is referenced in ASCE -7, Section 13.5.6.2.2, which is referenced in IBC Section 1613. 4.2.2 Seismic Design Category A, B or C Installation: The 1496 clip may be used in lieu of spacer bars in suspended ceiling installations regulated by CISCA 0 -2. The 1496 clip is attached to the wall closure (angle) by sliding the backplate of the clip over the hem on the vertical leg of the wall closure and over the bulb of the runner. The clips are placed at the intersection of all runners and the wall angle. The clips must be positioned to allow a minimum 3 /-inch (9.5 mm) movement in both directions. The maximum ceiling weight permitted is 1.8 lb /ft2 (12.2 kg /m2). See Figure 3. Except for the use of the 1496 clips and the elimination of spacer bars, installation of the ceiling system must be as prescribed by the code. This construction is equivalent to that required by CISCA 0 -2, which is referenced in ASCE -7, Section 13.5.6.2.1, which is referenced in IBC Section 1613. REPORTS" are not to be construed as representing aesthetics or any other attributer not specifically addressed, nor are they to be construed as an endorsement of the subject elite report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied. as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2007 um..mmrawvpnm nmwcrvmmmmm Page 1 of 3 Page 2 of 3 ESR -2282 4.3 Special Inspections: In jurisdictions adopting the IBC, suspended ceilings in Seismic Design Categories D, E and F are subject to periodic special inspections during the anchorage of suspended ceiling systems, in accordance with the requirements of IBC Section 2506.2.1 and Section 13.5.6.2.2 (h) of ASCE 7. The special inspector must verify that the ceiling system is as described in this report, and complies with the installation instructions in this report. 5.0 CONDITIONS OF USE The Chicago Metallic Corporation 1496 Perimeter Clip described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The perimeter clips must be fabricated and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the manufacturer's installation instructions and this report, this report governs. 5.2 Periodic special inspection must be provided in accordance with Section 4.3 of this report. 5.3 A quality assurance plan for seismic requirements must be provided in accordance with IBC Section 1705.2. 5.4 The ceiling systems must be braced to resist seismic forces as determined from Section 1621.2.5 of the IBC. 5.5 The ceiling systems are restricted to interior applications. 6.0 EVIDENCE SUBMITTED 6.1 Reports of comparative seismic qualification tests in accordance with the ICC -ES Acceptance Criteria for Seismic Qualification by Shake -table Testing of Nonstructural Components and Systems (AC156), dated December 2006. 6.2 Quality documentation. 7.0 IDENTIFICATION Cartons of clips are identified with the Chicago Metallic Corporation name and address, the product and part number, and the evaluation report number (ESR- 2282). FIGURE 1 2006 Washington State Nonresidential Energy Code Compliance Form nteriorLi( „ing `r. y 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Emerald Moving at Segale Properties Bldg. 771 Date 11/18/2010 18325 Segale Park Dr. B For Building Department Use FILE COPY OFFICE AREA Applicant Name: Harold Christensen c/o Lance Mueller Architects Applicant Address: 130 Lakeside, suite 250, Seattle, WA 98122 Applicant Phone: 206- 325 -2553 Project Description WAREHOUSE ❑ Plans Included requirements. ❑ New Building 4 Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive Q Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area OFFICE AREA OFFICE SPACE AND STAIR #1 1.00 1901.0 1901.0 WAREHOUSE W.H. RESTROOMS & FURNITURE ASSEMBLY 0.50 689.0 344.5 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2245.5 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE AREA 2x4 Lay -in fluorescent fixture (T8 -2 tube bulbs) 20 64.0 1280.0 OFC /WH 1x4 Surface Mnt. fluorescent fixture (T8 -2 tube bulbs) 14 61.0 854.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2134.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual � i� tl �r ma also s- •. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, If IU t ent limiting devices or of the transformer. CODECOMPLIANCE exempt lighting, note section and exception number, and leave Watts /Fixture blank. ADD fVED [EC i J Lu111 City of Tukwila BUILDING iSl�N 1)( � rnv RECEIVED DEC 012010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Iriteri;orLg K�i`i } ijjl lll^i,u sac 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Lighting Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture Fixtures: Convention center answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not 1.1 tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. Retail15, retail banking, mall concourses, wholesale stores (pallet rack shelving) 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts Exercise center 1.0 1.0 1.0 1.2 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5''11 1.0 Convention center 1.2 1.2 Penitentiary and other Group 1 -3 Occupancies Police and fire stations5 1.0 1.0 Courthouse Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail15, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 1.0 1.0 1.2 School buildings (Group E Occupancy only), school classrooms, day care centers Theater, motion picture Theater, performing arts Transportation 1.2 1.2 1.6 1.0 Gymnasia9, assembly spaces9 Health care clinic Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies Hotel /motel 1.0 Warehouses'', storage areas 0.5 Hotel banquet/conference /exhibition hall6•4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries° 1.3 Plans Submitted for Common Areas Only Manufacturing facility 1.3 1.1 Main floor building lobbies' (except mall concourses) Common areas, corridors, toilet facilities and washrooms, elevator lobbies 1.2 0.8 Museum Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • FILE COPY FRANKLIN ENGINEERING MECHANICAL CONSULTING November 17, 2010 RE: Emerald Moving Segale Bus. Park Bldg 771 18xxx Segale Park Dr B Tukwila, WA 98188 Perm 2 No., 625 Fourth Avenue Suite 202 Kirkland, WA 98033 PH 425 827 -3324 FAX 425 827 -6252 hvacgfranklineng.com ENVELOPE SUMMARY ALTERATIONS Alterations to existing conditioned Office space. Project complies with 2006 WSEC section 1132. New vertical glazing per Table 13 -1, as shown below. Glazing percentage is for entire TI — existing and new. Vertical Glazing (Exterior): Double pane, 1/2" space Air, low -e 10.10), fixed. Or certified tested assembly per NFRC. U=0.55, default (Table 10 -6). SHGC =0.45. Vertical Glazing (Re -lite to Warehouse): Double pane, 1 /2" space Air, low -e (0'10), fixed. Or certified tested assembly per NFRC. U =0.55, default (Table 10 -6). SHGC = exempt. REVIEWED FOR CODE COMPLIANCE AgmatIVED LEO 1 ZU10 City of Tukwila BUILDING nnnRI(1N (O-32(o RECEIVED DEC 012010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Envelope.:S;umma6r 2006 Washington State Nonresidential Energy Code Compliance Forms Climate Zone 1 ,ENV-SUM' Revised July 2007 Project Info Project Address Emerald Moving - Alterations Date 11/17/2010 470.0 - 5008.0 X 100 = 9. 4% laxxx Segale Park Dr B For Building Department Use Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) El Seattle EnvStd ❑ Systems Analysis Space Heat Type 0 Electric resistance Qo All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 470.0 - 5008.0 X 100 = 9. 4% Concrete/Masonry Option O yes () no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi- Heated Path yes 0 no Check here if using semi-heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.550 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 0.450 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete/Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC >_ 9.0 Btu/ft'- F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor FRANKLIN ENGINEERING MECHANICAL CONSULTING November 17, 2010 RE: Emerald Moving Segale Bus. Park Bldg 771 18xxx Segale Park Dr B Tukwila, WA 98188 FILE copy 625 Fourth Avenue Suite 202 Kirkland, WA 98033 PH 425 827 -3324 FAX 425 827 -6252 hvacC5 franklineng.com ENVELOPE SUMMARY ALTERATIONS Alterations to existing conditioned Office space. Project complies with 2006 WSEC section 1132. New vertical glazing per Table 13 -1, as shown below. Glazing percentage is for entire TI - existing and new. Vertical Glazing (Exterior): Double pane, 1/2" space Air, low -e (010), fixed. Or certified tested assembly per NFRC. U=0.55, default (Table 10 -6). SHGC =0.45. Vertical Glazing (Re -Iite to Warehouse): Double pane, 1/2" space Air, low -e '0101, fixed. Or certified tested assembly per NFRC. U =0.55, default (Table 10 -6). SHGC = exempt. REVIEWED FOR CODE COMPLIANCE iloonnvED DEC 15 2U10 City of Tukwila BUILDINr nIUISI(1N RECEIVED DEC 012010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form nvelope S inTimarY Climate, :Zone 1 :ENV -SOIL 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Emerald Moving - Alterations Date 11/17/2010 l6xxx Segale Park Drs For Building Department Use Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: Project Description 1 ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Space Heat Type 0 Electric resistance QQ All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 470.0 - 5008.0 X 100 = 9.4% Concrete/Masonry Option O yes OQ no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi- Heated Path yes 0 no Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.550 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 0.450 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu/ft2• F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description U- factor (including insulation R -value & position) FRANKLIN ENGINEERING MECHANICAL CONSULTING November 17, 2010 RE: Emerald Moving Segale Bus. Park Bldg 771 18xxx Segale Park Dr B Tukwila, WA 98188 625 Fourth Avenue Suite 202 Kirkland, WA 98033 PH 425 827 -3324 FAX 425 827 -6252 hvac@franklineng.com ENVELOPE SUMMARY Conversion of existing Warehouse area into conditioned Office space. Project complies with 2006 WSEC using the Component Performance approach with heating by Other Fuels. Vertical Glazing: Double pane, 1/2" space Air, low- e10.701, fixed. Or certified tested assembly per NFRC. U =0.55, default (Table 10 -6). SHGC = 0.45. Doors (Opaque): Wood, U =0.50, default (Table 10 -6). Other Roof (T -bar ceiling): R -30 batt insulation. U = 0.037, calculated. Other Roof (at Stair #1): R -13 batt insulation in 2x4 wood, 16 "oc. U =0.071, calculated. Other Roof (at RR 121 & 122): R -21 batt insulation in 2x6 wood, 16 "oc. U = 0.052, calculated. Wall #1 (Opaque, Exterior & Exist South Wall at Office 206): Wood studs, 2x4, min. 16" oc with R -13 batt insulation, U =0.082, default (Table 10 -5). Wall #2 (Opaque, Office/Warehouse): Wood studs, min. 2x6, min. 24" oc with R -21 batt insulation, U =0.051, default (Table 10 -5). Emerald Moving Envelope Summary November 17, 2010 Page 2 Floor Over: Existing TJI's with R -1 1 batt insulation. U = 0.088, default (Table 10 -4A). Slab on Grade: No Insulation, F =0.73, default (Table 10 -2). Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient 2006 Washington State Nonresidential Energy Code Compliance Form Envelo.pe:Sumni y Climate Zone 1 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Emerald Moving Date 11/17/2010 176.0 - 2348.0 X 100 = 7.5% 18xxx Segale Park Drs For Building Department Use Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: Project Description I❑ New Building El Addition ❑ Alteration ❑ Change of Use Compliance Option ❑ Prescriptive El Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Space Heat Type 0 Electric resistance ®Q All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 176.0 - 2348.0 X 100 = 7.5% Concrete/Masonry Option O yes Q no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi- Heated Path yes no Check here if using semi-heated path and if project meets all requirements for semi-heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete/Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC Z 9.0 Btu/ft'• F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor 2006 Washington State Nonresidential Energy Code Compliance Form nve.(ope QUA Calculations Cl mate Zone 1 ENV -U 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Emerald Moving Date 11/17/2010 Space Heat Type O Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 7 .5% Prop. 45.0% Max.Target Concrete/Masonry Option OYes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical I Glazing U=0.550 Plan ID Db1 Pn, Low -e U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.550 176.0 96.8 0.550 176.0 96.8 Glazing % Electric Resist. Other Heating 0-30 %, 0.40 0.55 >30-45% see note above 0.45 Overhead Glazing Over Attics U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 Glazing % Electric Resist. Other Heating 0 -30% 0.6 0.7 >30 -45% see note above 0.6 Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 a n °o 0 U =0.500 Plan ID wood U= Plan ID: U= Plan ID: 0.500 84.0 42.0 0.600 84.0 50.4 Electric Resist. Other Heating 0.60 .0.60 w r, R= Plan ID: R= Plan ID: R= Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 O ' R =30.0 Plan ID Batts on T -bar R =13.0 Plan ID Over Stairs R=21.0 Plan ID Over RR 0.037 1744.0 64.5 0.071 180.0 12.8 0.052 136.0 7.1 0.046 2060.0 94.8 Electric Resist: Other Heating • 0.034 • . 0.046 Opaque Walls' R= 13.0 Plan ID 2x4 Wd, 16 "oc R= 21.0 Plan ID 2x6 Wd, 24 "oc R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.082 449.0 36.8 0.051 1639.0 83.6 Target Opaque Wall Area (see back) 0.062 2088.0 129.5 ** ** . Electric Resist. Other Heating Frame -Wd 0:062 • 0.062 Frame -Mtl 0.062 • 0.109 Mass Wall ''. '. 0.15: •. • 0.15 .i- `'see mass wall Criteria Below Grade R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins •• .. 0:062• '0.062 .. • Ext:Ins 0.07 .0.07 ::.. Floors Over Uncond. R =11.0 Plan ID TJI R= Plan ID: R= Plan ID: R= Plan ID: 0.088 259.0 22.8 0.056 259.0 14.5 ' Electric Resist. Other Heating 0:029 0;056 . •• . . Slab -on- grade R= Plan IDuninsulated R= Plan ID: R= Plan ID: R= Plan ID: 0.730 79.0 57.7 0.540 79.0 42.7 Electric Resist. Other, Heating ,'..F =0 :54: • : : ':F =0:54` ' . (seeTablee 13- 1•for,radiaiitfloorvaluesy *For CMU walls, indicate core insulation material. Totals 4746.0 424.0 Totals 4746.0 428. 6 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Climate `Zone 1 ENVsH� Revised July 2007 Glazing List components by assembly ID & .age # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area A) = SHGC x A Glazing ID: 0.450 176.0 79.2 ID: Glazing % . Electric Resist. Other. Heating ID: 0 -30% 0.4 0.45 ID: >30 -45 %.' . not allowed 0.4 ID: . ID: *NoteManufacturer's SC may be used in lieu of Totals Totals! 176.0 79.2 N 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. Target Area Adjsjtment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= VG= 176.0 2060.0 2099.0 2348.0 1056.6 Roofs over Attics Other Roofs Walls X Max Glazing Area (Table 13-1) 45.0% Target OG Area in Roofs over Attics B lesser 1056.6 100 Max OG Remaining 1056.6 Maximum Target Glazing Area 1056.6 I Target OG Area in Other Roofs 0 lesser 1056.6 ■ Proposed Opaque Area Proposed OG Area Target OG Areal 2060. + Proposed Opaque Area I2088.0 I + 176.0 — 176.0 = Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Proposed VG Area Target VG Area Note: OG = overhead glazing VG = vertical glazing Target VG Area 176.0 Target Opaque Area 2060'.0: Target Opaque Area 2088.0 For Target OG's, the lesser values are used both here and below. Target Areas OK Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. IMBEMIIMINIIMI FRANKLIN ENGINEERING MECHANICAL CONSULTING 625 Fourth Avenue FH 425 827 -3324 Suite 202 FAX 425 827 -6252 Kirkland WA 98033 hvac0franklineng.com U -value Calculation for "Vented" T -bar Ceiling with Light Fixtures R -19 Batts Vent Gap Insulation (R -19) U -value Area UA 1.13 0.2916 0.330 0.05 93.0084 4.650 Average U -value = Ua = UA/A Total UA 4.980 ii 9 =battsi. R -30 Batts Vent Gap Insulation (R -30) U -value Area 1.13 0.2916 0.034 93.0084 UA 0.330 3.162 Average U -value = Ua = UA/A Total UA 3.492 R -25 Batts Vent Gap Insulation (R -25) U -value Area UA 1.13 0.2916 0.330 0.04 93.0084 3.720 Total UA 4.050 Average U -value = Ua = UA/A �U- 0404 3 5l ,R 2�bat R -38 Batts Vent Gap Insulation (R -38) U -value Area UA 1.13 0.2916 0.330 0.026 93.0084 2.418 Average U -value = Ua = UA/A Total UA 2.748 Ua0:029 R-38; batty ".; Background Calculations Vent Gap Size: 7/8" wide by 48" long Area = 7/8 x 48 = 42 in2 42 in2/144 in2 = 0.2916 ft2 Vent Gap Area = 0.2916 ft2 U -value of vent gap: Assume R =0.88, 1 /R =U =1.13 U -value of Vent Gap = 1.13 Light Fixtures Assume: 112 watts /fixture = 93.3 ft2 1.2 watts/ft2 I 1 Light Fixture per 93.3 ft2 I Insulation Area of insulation = area of Light Fixtures - area of Vent Gap Area of insulation = 93.3 - 0.2916 Insulation Area = 93.0084 ft2 CEILING INSULATION PER WALL SECTION 7/8° TENT LIGHT FIXTURE FOR INSULATION COVER PER UL DESIGN G2I6 SEE UL MANUAL FOR MATERIALS AND SPECIFICATIONS •uiiiiuiueuiu•ui SUSP. ACOUST. TILE CEILING AND GRID SYSTEM PER REFLECTED CEILING PLAN 2 X4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFLECTED CEILING PLAN LICE T PIXTURE TENT DETAIL NONE FRANKLIN ENGINEERING MECHANICAL CONSULTING 625 Fourth Avenue PH 425 827 -3324 Suite 202 FAX 425 827 -6252 Kirkland WA 98033 hvact franklineng.com Roof U -value Calculation - Stair #1 Layer Description Detail R -value Exterior Surface Still Air 0.61 GWB 5/8" 0.50 ® A B 2x4 wd, 16' oc R -13 11.95 C GWB 5/8" 0.50 D E Interior Surface Still Air .yo- '. 0.61 1. Total Column 14.17 2. U- value, invert amount in line 1 0.071 FRANKLIN ENGINEERING MECHAN]CAL CONSULT]NG 625 Fourth Avenue FH 425 827 -3324 Suite 202 FAX 425 827 -6252 Kirkland WA 98033 hvacafranklineng.com Roof U -value Calculation - RR 121 & 122 Layer Description Detail R -value Exterior Surface Still Air 0.61 A B 2x6 wd, 16 "oc R -21 17.46 0 C G W B 5/8" 0.50 D E Interior Surface Still Air " . 0.61 1. Total Column 19.18 2. U- value, invert amount in line 1 0.052 NNW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. FILE COPY Permit No. — STRUCTURAL CALCULATIONS FOR SEGILE 771 BUILDING EMERALD CITY MOVERS TI 18325 Segale Park Dr. B Tukwila, WA 98188 Jose Parada, PE /SE Joel Kipple, E.I.T. EXPIRES 3/13, PI/ November 18, 2010 ENW Project No. 77- 071 -014 CODE: 2009 IBC t)tO32(o • • REVIEWED FOR CODE COMPLIANCE AmonvED DEC 15 2010 City of Tukwila BUILDING f IVIsIm RECEIVED DEC 01 '' r1 PERMIT CENTEF' 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com a E1 ♦ ♦ ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 11- 011_01g PROJECT SUBJECT EXISTING r-gA /NG 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 5226698 SEMIS ?'1I 6I,1*, — Ei4a2 Carl ,WENS -16,o, 11,o' • Z.4'- o" I -o' ba c•,0 3114• NO C NO 4. 15'-0' 25 =0" I 1 =0• 0-10 • cro DATE 1 I -15-10 SHEET I OF 2 g �F4•o S3 •ia 1 r r L J 0 Soto" S12R WALL 1G. to rL LJ 1 LJ rpp-t .4F3.O � D S� 3rLx3r2n 1g. 7.5. Cmt_ F•I r 1 I- J r IID FG•o C.. C. 7-.5. cot. Fr&. A ONG PLACES S SAW CUT* e- vP coL• s6. 'YMCAL 0 5oto" O i LD„ i ,-C••4 �a9 sex's !x'42 .s'ax/d1r,4•') 11 wr2. 22 = WIZ. L2 x •,2.22- w12.22. 1 W12. 22 Lg Lg9'o] 09 -I.. -! 39'•9 "� .t', " d.7. .'�?r3,,5., 'l I .9 7 i_ J 13 y . j 35x/94 Q' Ggs w teSL P - -- — m5 L. C+ %) T �+1,e. - /LoF F.F. 7-'4" C58.•c'] .5/g Ca5.rd� 71.V" C.4.ZY C +IIZ.) {39. -5 f5 X .5/4- A 1 S F59 {54.0 ObD ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 77-011-ao1 PROJECT 66GAIE T11 13146, — 674•012420 Or( MOVa 2S" DATE 11 SUBJECT E(/ MN& WASP NG SHEET 2 OF qg BY ; • ; 7a - 7" • t' Orl" • • 0 7 G-7.4 . . , ac - 7 zJ /17ZZ Z•••C2A--//A--/ 1/-1/A—/C4 /='./.. /-) TOP' or FLOOR EL �V . /5 = 2) /VA /1_ #' Q ,0L',./O0,0 IN,/ /0 d 1/40/ta (•*" . 4 - 23,0' /1,1 /AA .4.4-A./c,- 7- /0": /AlTERMErVoi 7 ME A-I 15.E.4.5 . • I , I ; • I • ; I I I I I I 1 i I li ; • • • I • t • ss ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 77- 071 -015 PROJECT SUBJECT lAnsWIt LGti1)FN(i SEMLE 771 BLDG_ — EMEi?41. ore MoVEnS Latitude and Longitude of a Point DATE SHEET BY Note: Right click on a blue marker to remove it. wFAC#111=1 it Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.4381271 I- 1222578886 J Latitude: Longitude: Degrees Minutes (47 1 26 I X122 A 15 l Seconds 172572 `28.4004 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use:+forNLatorELong -forSLatorWLong. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: l Show Point Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4381271 Longitude = - 122.2578886 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.391 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) ENGINEERS - NORTHWEST, INC.P.S. SHEET II OF 2S 6869 WOODLAWN AVE. N.E. (SUITE 205) 9/29/09 SEATTLE, WA. 98115 REV. 1: 7/7/10 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : 77 -071 -014 Job name : Segale 771 Building - Emerald City Movers -- &ANS IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input SEISMIC Basic Seismic- Force- Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) _ Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? This Structural System is NOT Permitted. Ref. ASCE 7 -05 Table 12.2 -1. A2 Ordinary reinforced concrete shear walls BWS Y Y 33.00 ft. 1.39 0.48 6 D 11 = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "0" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". 35.00 ft. 35.00 ft. 33.00 ft. YES roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= S2o = Cd = IE = Output 1.000 1.520 1.390 0.730 0.927 0.487 D 0.105 0.525 0.02 0.275 0.927 4 2 4 1 Detailing Reference Section = 14.2 Cs calc. = 0.232 Cs max. = 0.443 Cs min. = 0.041 Cs use = 0.232 Vu design = 0.232 V design = 0.163 Ev = W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2J3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) *W At strength level USD (Eq. 12.8 -1) *W Working ( 0.7 *E ) ASD 0.185 *D = + / -.2 Sds D (Eq. 12.4 4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.232 Fpu min.= 0.185 Fpu max.= 0.371 Fpu design = 0.232 Fp design = 0.162 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7 *USD) EQ. 11/16/2010 77- 071 -014 ASCE7- 05_2009IBC_Seismic.xls • Input = Job number : Job name : ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful !Shaded cells 77- 071 -014 Segale 771 Building - Emerald City Movers Walls - ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3.4 & 5 Wall weight , Ww = Are the walls bearing or shear walls? 1p = ap = Rp = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = IE = Sds = Seismic Design Category (SDC) = Is Diaphragm considered Flexible? zlh = Input 69 Y 1.0 2.5 2.5 35 35 33 1 0.927 D Y 1.0 Output SHEET 5 OF A. 9/29/09 psf Walls are (Structural) Section 11.2 ASCE 7 -05 Section 13.1.3 Parapets braced to framing below its cg: ASCE Table 13.5 -1) Parapets braced to framing below its cg. ASCE Table 13.5 -1) ft. from " ASCE EQ." Sheet ft. ft. Wall Anchorage & Parapets Section 13.3.1 Ww = wall weight (psf) ASCE 7 -05 Section 12.11.1 Concrete & Masonry Wall Lateral Loading - Out -of -plane force. 0.371 *Ww Main wall design (USD) Controls Wall 0.260 *Ww Main wall design (ASD @ 0.7 *E) design 18.0 psf ASD 2756 (# -ftJft.) (ASD) simple span (neglecting parapet) 2756 (ft-ft./ft.) (ASD) reduced for cantilevered parapet 2450 (ft-ft./ft.) (ASD) simple span (neglecting parapet) 2432 (#- ft.fft.) (ASD) reduced for cantilevered parapet Controls Wall Fpu = design Fp at high roof at low roof Fp = M design = M design = M design = M design = ASCE 7 -05 Section Controls Wall Parapet Fpu = only design Fpu = Fpu = Fpu = Fp design = Fp design = M design = M design = 13.3.1 Concrete & Masonry Parapets - Out-of -plane force. 1.112 *Ww (Eq. 13.3-1) 1.483 *Ww (Eq. 13.3-2) maximum 0.278 *Ww (Eq. 13.3-3) minimum 1.112 *Ww USD - Controls 0.779 *Ww Working ( 0.7 *E factor ) 53.8 psf (ASD @ 0.7 *E ) 0 (ft-ft./ft.) (ASD @ 0.7 *E ) min. parapet @ 0 ft. high 107 (#- ft. /ft.) (ASD @ 0.7 *E ) max. parapet @ 2 ft. high Controls Parapet only design ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out-of -plane force. Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls Cs = 1.113 Wall anchorage Tributary Weight = 1281 (plf) Max.@ point of anchorage Fpu = Cs * Tributary Weight Fpu = 1425 (plf) USD @ point of anchorage Fp design = 998 (plf) (ASD @ 0.7 *E) at point of anchorage Anchorage Force Non - Structural Wall Element Force ( Non - Bearing - Non-Shear Walls 1 ASEC 7 -05 Section 13.3.1 Non-Structural Wall Elements - Out-of -plane force. ap /Rp = 0.4 Wall Element ASCE Table 13.5 -1 Fpu = 0.445 *Ww (Eq. 13.3 -1) Fpu = 1.483 *Ww (Eq. 13.3-2) maximum Fpu = 0.278 *Ww (Eq. 13.3-3) minimum Fpu = 0.445 *Ww USD - Controls Fp design = 0.312 *Ww (ASD @ 0.7 *E) Controls Component Seismic Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage loads by a factor of 1.4. Sec.12.11.2.2.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2". 11/16/2010 Walls 77 -071 -014 ASCE 7-05 2009IBC Seismic.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Shaded cells Input = Job number : Job name : 77 -071 -014 Segale 771 Building - Emerald City Movers - FUaW/1i/a( +QAOM SHEET 6 OF 2% 9/29/09 REV. 1: 7/7/10 SEISMIC IBC 2009 Section 1613.11 ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input A14 Light frame walls with shear panels [all other materials] Basic Seismic - Force - Resisting System = Basic Seismic -Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? BWS Y Y 10.00 ft. 1,39 0.48 6 D II 10.00 ft. 10.00 ft. 10.00 ft. = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". YES Site Coefficient Fa = Site Coefficient Fv = Sms= Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= C20 = Cd = IE = Detailing Reference Section = 14.1 & 14.5 Cs calc. = 0.464 Cs max. = 2.174 Cs min. = 0.041 Cs use = 0.464 Vu design = 0.464 V design = 0.325 Output 1.000 1.520 1.390 0.730 0.927 0.487 D 0.105 0.525 0.02 0.112 0.927 2 2 2 1 Ev = roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.82.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq.. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) At strength level USD (Eq. 12.8 -1) *W Working (0.7*E) ASD 0.185 *D = +1-.2 Sds D (Eq. 12.4.4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.464 Fpu min.= 0.185 Fpu max.= 0.371 Fpu design = 0.371 Fp design = 0.260 *Wp (Eqs. 12.8 -2 thru 12.8-6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7 *USD) EQ. 11/17/2010 77- 071 -014 ASCE7 -05 2009IBC_Seismic.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET 7 OF _g 5/24/07 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 77- 071 -014 Figures, Tables & Equations PROJECT NAMIE: Segale 771 Building LOCATION: DESIGN BY: PROGRAM LIMITATIONS 1) The bedr g heghMUSTiNO .21) building T`exceed the Iengtl MUSTNO.T exceed 60 feettin height 3t) =,The, oMop® MUSTslktri xceedr45j g tii.it BUILDING AND SITE INFORMATION INPUT 200.00 ft. 1266.00 ft. 33.00 ft. 35.00 ft. 0.25 in. /ft. Gable 34.00 ft. 85 mph B 1.00 1.00 BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees (EL 0. -0" to T.O.W.) (3 second gusts only !!I! ) Section 6.5.6.3 See table to the right Figure 6-4 & Eq. 6 -3 Importance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6 -5 * Note:- Ill = Public Assembly &/or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 34.00 ft. 34.00 ft. 35.00 ft. 33.00 ft. (WIND PERPENDICULAR TO RIDGE (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6-5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz: = 0.7199 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6 -15) qh= 11.32psf @EL.33ft. Section 6.5.12.2.2 Low -Rise Buildings p = gh[(GCpt) - (GCpi)] (Eq. 6 -18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 4.53 psf _ 1 0.40 4.53 psf 2 -0.69 -7.81 psf 2 -0.69 -7.81 psf 3 -0.37 -4.19 psf 3 -0.37 -4.19 psf 4 -0.29 -3.28 psf 4 -0.29 -3.28 psf 5 -0.45 -5.09 psf 5 -0.45 -5.09 psf 6 -0.45 -5.09 psf 6 -0.45 -5.09 psf 1E 0.61 6.90 psf 1E 0.61 6.90 psf 2E -1.07 -12.11 psf 2E -1.07 -12.11 psf 3E -0.53 -6.00 psf 3E -0.53 -6.00 psf 4E -0.43 -4.87 psf 4E -0.43 -4.87 psf Windward Parapets = 17.12 psf Leeward Parapets = -11.42 psf a= 13.20 ft. 2a = 26.40 ft. 1 UB = 6.33 B/L = 0.16 hmr /B = 0.170 hmr /L = 0.027 Internal pressure = +/- 2.04 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1 E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 11/15/2010 77- 071 -014 ASCE7 -05 2009IBC WindMeth2.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 '"" Property of Engineers Northwest, Inc., Seattle - Use by others unlawful'"" PROJECT NUMBER: 77 -071 -014 PROJECT NAME: Segale 771 Building LOCATION: 0 WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 34.00 ft. BLDG. RIDGE HEIGHT, hr = 35.00 ft. BLDG. EAVE HEIGHT, he = 33.00 ft. MEAN ROOF HEIGHT, hmr = 34.00 ft. Distance diaphragm is below roof = 2.0 In. Wall Support Elevation at Ridge = 34.73 ft. Wall Support Elevation at Eave = 32.73 ft. 2a = 26.40 ft. a= 13.20 ft. Loads to MWFRS Location Walls @ corners = Walls = Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Corner" design load Zones Loads 1E & 4E 11.77 psf 1 &4 7.81 psf 2 -9.85 psf 3 -6.23 psf 2E -14.15 psf 3E -8.04 psf 5 & 6 0.00 psf All 17.12 psf All -11.42 psf ALSO Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to O. Check this load case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 26.4 ft from corners = Non -corner load (more than) 26.4 ft. from corners = 230 pif A -USE 140 pif F -USE f-- MWFRS - Dlaphpagm loading perpendicular to the ridge Corner load (up to) 26.4 ft. from corners = 230 plf -USE Non-corner load (more than) 26.4 ft. from corners = 160 pif USE Roof uplift load up to 26.4 fl from exterior walls = -14.2 psf i USE Roof uplift load more than 26.4 ft. from exterior walls = -9.9 psf 41--- USE MWFRS - Roof Uplifts Components & Cladding Wall Design @ 359 sq.fL trib. (Inward) = Wall Design @ 359 sq.ft. trib. (Outward) = Wall Design @ 359 sq.fL trib. (Outward at Corners) = Wall Design @ 25 sq.ft. trib. (Inward) = Wall Design @ 25 sq.ft. trib. (Outward) Wall Design @ 25 sq.ft. trib. (Outward at Corners) 9.4 psf -10.4 psf -10.7 psf 11.5 psf -12.5 psf -14.9 psf Parapet only Design at Corners = 18.7 psf Parapet only Design NOT at Corners = 18.7 psf Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = Wall anchorage load at corners = Non - corner anchorage load 13.2 fL from corners = Wall anchorage load at ridge = 0.50 In. /ft. 544.0 sq.ft. -8.1 psf -11.2 psf 200 pif 190 pif 170 pif 4- USE 4 -USE 4 USE f-- USE 4 -USE 4-- USE A -USE 4- USE 4 USE 4 -USE USE 4- USE 4- USE SHEET x OF 2$ 5/11/08 2 11/15/2010 77 -071 -014 ASCE7 -05 2009IBC WindMeth2.xls ( EIN\V ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # 7'7- 01 -QI N PROJECT SEGALE 711 BLDG-, — t7v4E2kc D CilY MoVEr S DATE 11 -12 10 SUBJECT SHEET OF 2% BY :RC GRAVITY OA D5 (OOF DEAL: ROOFING %2" PLYWOOD: 1.5 psi 2x14 na 2''4" 'Ye: 0.7 pd.. NxIN ( 8' -0" %: IM of (41441 G ELECT % MEMN; 0.5 ps( 602Wiz e2S: 2.0 pi Misc : I.'1 es( Po= 7.5�f 6° BAT INivo-vonl = 03 9r4 . 2x s (EiUnl4 rmo. VV. % = 0.7 psf T Gr1ID SvsPelv■ED CeuNG = 1,6 er( Pb =i= 10.5esi N 3 5Exfsr.33 ROOF SNOW psf Ce =10 et =1;0 I = 1.0 Pf .0.7eeetI() = 11.5 (2;1 ,(11)4,a 90.0 :EXI. T. POUF GIt l ERS - Ev/l LV/1'r& EXIST, GLULA1tS FOR /1t )bInCnvAL CE7uti6-, to/D, d s.• = (Io.S)( ?O):: 2i0 el OW VJs ,(20) fro) = yOd ell 04-so7 Title : Segale 771 Building - Emerald City Job # 77 -071 -014 Dsgnr: JK Date: 3:04PM, 15 NOV 10 Description : Scope : to /2,1 Rev: 580003 User. KW -0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Wood Cantilevered Beam System Grid K Roof Girders Page 1 77 -071 -014 segale 771. ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Base Allow Fv : Base Allow 2,400.0 psi 240.0 psi Fv : Base Allow Load Duration Factor 1,800.0 ksi 1.150 Live loads placed for maximum values Cantilevers assumed braced for Fb caics Column Bay & Beam D, Column Spacing ....Actual Span Left Cantilever Right Cantilever Beam Width Beam Depth Member Type ft ft ft ft In In 50.00 8.580 6.750 28.500 luLam 50.00 41.42 6.750 27.000 3luLam 50.00 0.00 7.75 6.750 27.000 31uLam Moments Mmax @ Center k -ft Max @Left End k -ft Max • Ri r ht End k -ft 168.8 130.8 190.6 - - -• - - - • 0.0 -130.8 - - - • 0.0 Loads Dead Load #/ft Live Load #/ft 210.0 210.0 210.0 400.0 400.0 400.0 Stresses Fb : Allowable psi fb : Actual psi Max. Shear lbs Fv : Allowable psi fv : Actual psi 2,250.3 2,305.7 2,262.9 2,216.2 1,913.9 2,789.1 OK OK Overstress 16,412.4 12,632.6 13,876.9 276.0 276.0 276.0 128.0 104.0 114.2 ShearOK ShearOK ShearOK Reactions 1 Max. Left Reaction lbs Max. Right Reaction lbs 14,348.5 12,632.6 15,249.4 35,732.4 12,632.6 15,249.4 Deflections _ Center DL Maximum Left Cant. DL Maximum Right Cant DL Maximum In in in in in in -0.698 -2.027 -1.482 -4.304 0.000 0.000 0.735 0.735 E)usr. Gcl3 aKRY r✓/ eau,* toil 0.000 Title : Segale 771 Building - Emerald City Job # 77 -071 -014 Dsgnr: JK Date: 3:05PM, 15 NOV 10 Description : Scope : Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 77 -071 -014 segale 771.ecw:Calculations Description LVL Ceiling Framing - S1MPL1 57242/ General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density MlcroLam: 1.75x7.25 1.750 in 7.250 in Manuf /So.Pine Loads Full Length Uniform Loads Center Left Cantilever Right Cantilever 1.000 Pin -Pin 40.000 pcf DL DL DL Center Span 20.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Boise Cascade, Versa Lam 2800 Fb Fb Base Allow Fv Allow Fc Allow E 10.00 #/ft 10.00 #/ft #/ft LL LL LL 2,800.0 psi 190.0 psi 900.0 psi 2,000.0 ksi #/ft #Jft #/ft 20.00 ft 0.00 ft 0.00 ft 5,1 ,..1z=T. -. Summary Span= 20.00ft, Beam Width = 1.750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 529.30 psi Fb 1,127.11 psi Depth = 7.25in, Ends are Pin -Pin 0.470 : 1 0.7 k -ft 1.4 k -ft at 10.000 ft at 0.000 ft 0.68 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.44 fv 15.09 psi Fv 190.00 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 0.2 k 2.4 k @ Left 0.14 k @ Right 0.14 k Camber: @ Left 0.000 in @ Center 0.657 in @ Right 0.000 in 0.14 k 0.14 k Max 0.14 k Max 0.14 k Deflections Center Span... Dead Load Deflection -0.438 in ...Location 10.000 ft ...Length /Defl 547.9 Camber ( using 1.5 * D.L. Den ) ... @ Center 0.657 in @ Left 0.000 in @ Right 0.000 in Total Load -0.438 in 10.000 ft 547.91 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ( Title : Segale 771 Building - Emerald City Job # 77- 071 -014 Dsgnr: JK Date: 3:05PM, 15 NOV 10 Description : Scope : Rev: 580004 User. KW-0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 77 -071 -014 segale 771.ecw:Calculations Description LVL Ceiling Framing -- cRaIIl6EWJZ General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined igeairismaireistafilmail Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density MicroLam: 1.75x7.25 1.750 in 7.250 in Manuf /So.Pine Loads 1.000 Pin -Pin 40.000 pcf Center Span 20.00 ft Lu Left Cantilever 5.00ft Lu Right Cantilever ft Lu Boise Cascade, Versa Lam 2800 Fb Fb Base Allow 2,800.0 psi Fv Allow Fc Allow E 190.0 psi 900.0 psi 2,000.0 ksi 20.00 ft 5.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 10.00 #/ft 10.00 #/ft #/ft LL LL LL #Ift #/ft #/ft Span= 20.00ft, Left Cant= 5.00ft, Beam Width = 1.750in x Max Stress Ratio 0.413 : 1 Maximum Moment 0.6 k -ft Allowable 1.4 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 465.20 psi Fb 1,127.11 psi 0.59 k -ft -0.17 k -ft -0.17 k -ft 0.00 k -ft 1.44 fv Fv Depth = 7.25in, Ends are Pin -Pin at 10.600 ft at 0.000 ft 16.03 psi 190.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.2 k 2.4 k @ Left 0.14 k @ Right 0.13 k Camber: @ Left 0.359 in @ Center 0.559 in @ Right 0.000 in 0.21 k 0.13 k Max 0.21 k Max 0.13 k Deflections Center Span... Dead Load Deflection -0.373 in ...Location 10.200 ft ...Length /Defl 644.2 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.559 in @ Left 0.359 in @ Right 0.000 in Total Load -0.373 in 10.200 ft 644.17 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.239 in 0.239 in 501.2 501.2 0.000 in 0.000 in 0.0 0.0 Title : Segale 771 Building - Emerald City Job # 77- 071 -014 Dsgnr: JK Date: 9:11AM, 18 NOV 10 Description : Scope : Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 77 -071 -014 segale 771.ecw:Calculations Description New Timber Beam General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 3.125x13.5 Beam Width 3.125 in Beam Depth 13.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Wood Density 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 27.50 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi Lu Lu Lu 8.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL 4L DL 155.00 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Span= 27.50ft, Beam Width = 3.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,974.89 psi Fb 2,257.48 psi Depth = 13.5in, Ends are Pin -Pin 0.875 : 1 15.6 k -ft 17.9 k -ft at 13.750 ft at 27.500 ft 15.62 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 17.86 fv 74.33 psi Fv 240.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 3.1 k 10.1 k @ Left 2.27 k @ Right 2.27 k Camber: @ Left 0.000 in @ Center 2.766 in @ Right 0.000 in 2.27 k 2.27 k Max 2.27 k Max 2.27 k Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D. @ Center @ Left @ Right Dead Load • -1.844 in 13.750 ft 179.0 L. Deft)... 2.766 in 0.000 in 0.000 in Total Load -1.844 in 13.750 ft 178.98 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 22.210 Cv 1.000 ( Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 16.328 ft 16.461 Max Moment 15.62 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.14 k 13.065 in2 240.00 psi Sxx 94.922 in3 Area 42.188 in2 CI 0.941 Sxx Reci'd Allowable ftt 83.04 in3 2,257.48 psi 0.00 in3 2,400.00 psi 0.00 in3 2,400.00 psi @ Right Support 3.14 k 13.065 in2 240.00 psi 2.27 k Bearing Length Req'd 1.119 in 2.27 k Bearing Length Req'd 1.119 in ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT rj -071- Olt/ PROJECT SEGME Ti! 151,K - 040241D eirf move-4s DATE I g-r7-10 SUBJECT DOI 1 'War apol SHEET iq OF 2 g. BY Z7< 2x 6 stub wAtis- czi 2% Ott*. • ar-1" 3/q" pvimooD-... i 1.3 a9A . :3-010-5 2x1/ Fibi46. 0 Oigh%c : . 2,2 , e,i 5/4"G4,i0 eqt,s/q: tiocING- *--a4. a slit: 0.5 Dvsii' 1,404/: . 0.5 ed ; /4151: .1.7 = lao ,e,,1 20,0 0 ) wD.=. (14(1) 12V.' % let -4V1 ,Wb (10(113) 13P1/ 27eW Title : Segale 771 Building - Emerald City Job # 77 -071 -014 Dsgnr: JK Date: 11:31AM, 17 NOV 10 Description : Scope : Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 77 -071 -014 segale 771.ecw:Calculations Description 2x12 Framing @ Furniture Room General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 1.500 in 11.250 in Sawn 1.000 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 20.00 ft ft ft 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi Lu Lu Lu 1.00 ft 0.00 ft 0.00 ft Full Len th Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 13.00 #/ft #/ft #/ft LL LL LL 27.00 #Ift #/ft #/ft Span= 20.00ft, Beam Width = 1.500in x Depth = 11.251n, Ends are Pin -Pin Max Stress Ratio 0851 : 1 Maximum Moment 2.0 k -ft Allowable 2.4 k -ft Max. Positive Moment 2.00 k -ft at 10.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support Max @ Right Support Max. M allow fb 758.52 psi Fb 891.68 psi Deflections 0.00 k -ft 0.00 k -ft 2.35 fv 32.43 psi Fv 180.00 psi Maximum Shear* 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.5 k 3.0 k @ Left 0.40 k @ Right 0.40 k Camber: @ Left 0.000 in @ Center 0.247 in @ Right 0.000 in 0.13 k 0.13 k Max 0.40 k Max 0.40 k Center Span... Dead Load Deflection -0.164 in ...Location 10.000 ft ...Length /Defl 1,460.4 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.247 in @ Left 0.000 in @ Right 0.000 in Total Load -0.506 in 10.000 ft 474.62 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Title : Segale 771 Building - Emerald City Job # 77 -071 -014 Dsgnr: JK Date: 1:36PM, 17 NOV 10 Description : Scope : Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description General Timber Beam 4x Header 15 Furniture Room Page 1 77 -071 -014 segale 771.ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 7.250 in Sawn 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 6.00 ft Lu ft Lu ft Lu 2.00 ft 0.00 ft 0.00ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 100.00 #/ft #/ft #/ft LL LL LL 200.00 #/ft #/ft #/ft Span= 6.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 2.90 fb 539.21 psi fv Fb 1,133.99 psi Fv Depth = 7.25in, Ends are Pin -Pin 0.475 : 1 1.4 k -ft 2.9 k -ft at 3.000 ft at 6.000 ft 1.38 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 43.44 psi 170.00 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 1.1 k 4.3 k @ Left 0.92 k @ Right 0.92 k Camber: @ Left 0.000 in @ Center 0.032 in @ Right 0.000 in 0.32 k 0.32 k Max 0.92 k Max 0.92 k Deflections Center Span... Deflection ...Location ...Length /Defl Dead Load -0.021 in 3.000 ft 3,360.5 Camber ( using 1.5 • D.L. Defl) ... @ Center 0.032 in @ Left 0.000 in @ Right 0.000 in Total Load -0.062 in 3.000 ft 1,165.31 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ENWENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 PROJECT # 77- 07I -01N PROJECT SEGAIE 711 8006, - tmcgiZD CITY moms- DATE 1i -17 /0 SUBJECT FUR Nl17/QE gA7A1 SHEET 17 OF 2S BY 7K — ,—r mE -.—r a — III 11111111111I' ' 11 .1 .1 1 11'1 1 1 1 .1 1 I 1 1;1.1 ''1' � . co 2x12 b -1, NO. 2 1501 16" .04 r 0. N .0 N 3 /4" T• IN G. 9 'Wc0D SNEi 01VG, ORipVr AS $ii w✓A/ w/ 10d x O' -2" C OMMaN . - NAIIIA/C 6" % EDGES & 12" %`FIEUU FJN'\\T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # '7') -071 -01 4/ PROJECT Sant( 771 (SLOG. - 61/16010 CITY ,1t-?2.V SUBJECT FU/IN1TU/✓E 2014 M & ZAZ vyi t DATE I 1- 17 - -(0 SHEET 1 g OF 2g BY k Wx _ = (10; 0) ( ?a.o)(Z6.2►) + (10)0'4)126,21) = 63f316sPa, ln(y = (104)020)(26.4I) -F (2)(10)(1 %)(201 7 Zy216s CAD). Vk = e61,17 = 0, 325W Ma) Vx= CsWlr= 213016= Vy _= CSwy = / 35y"( asbi. 2130 = l / A6o = 51.7 ell 044v) \-y : (235%)/ � ?o = 589 pit MDT •�.l Usk 1/4" P6(W.OGD .SYEli7Flig AJM1 6"7c (Ws R 2o.6o' iz" % PIED VII BtGcKL`0 \a=.215 eI1 1 ] I1).0' Lo J& wint, V= 2 35H/ 1- 6.32$(10)(10)(10) = 11114 325 = 1 502 14 CARA �=V /1 _/�15a10 = /50'(I L T) ' usr SAS" G' a w/ • aLD D a it s WI 10CI N�tls � % f VA = 1]S ell 17 booty , 10.60' LONG wAnl V= .7 2H / +0315(I0y10)(2o.60) = 3 621 .+ 62a K 291 16$ V"= X12 /� 208 ,11 Gist)] use' sag" Gwg .w/ ai a /A/G w( 101, A/A1[t a. %" °h. al GE a q" O/. ram) w, VA 25G /II [-S'v3 ,-L;wderi ENW ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 17 —071 — 011 PROJECT SECA LE 771 BLD& — EMEVI D )7'Y MOVERS SUBJECT DATE 11 -IS —lp SHEET 1% OF 2S BY �K Nom/ 3'1 x lb GA IN/WIG 57rAPS 7I'. As $floWN NEW 2,4, W mal FRMG. 4 6PNING AS sho& REPLACE E TING SINGLE PANE WINDOWWSS TH INSULATED WINDO ' TO CO 111. WSNREC f '/ 4' 3 ECr. SPcs, FOISTING DUCT DROPS THROUGH FLOOR. & UPPER WITH COUNTER & OFF S I UNOCCUPIED LIGHT STORAGE AREA. (NOT FOR OFFICE USE) 3 Ea. Secs, 3 E& SPcs. 2ND FIooi , PA(ITJ11Gn1 WAIL RAM* PiiIN lisle 0,260(10p4M(1D%) =13,h (2000/2) _ !00 ri}SUl Wt = (SpA(N') s 20,11 1)Se 2,E6 UA6E 3 "x166A 8l(4l10 Sfl ,t7" , ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # - 071-015 PROJECT 6E&IUP 111 1306; 671101/10 e iTY /110/472c DATE 1 I -Is -16 SUBJECT SHEET 20 OF 29 , BY 71( Aof 2"' Foog WIAINWS 11 ttitItitt !tilt tittititit ti It!!! IX, NEW SUSPENDED CEILING ------sYs% HANG FROM NEW P= (K4)(2.5) = (4 STRU W....ABOVE. SEE STRUCTURAL-DRAM S. NEW 2x4 WOOD STUD HEADER WALL W/ TYPE GWB WITH R-XX BAT _AMATI%3Rg BACK TO __ NEW STRUC (12.0)(%)=. 30.0 ell -C- w=12 pr.si NEW STRUCTURE FOR HANGING SUSPENDED CEIUNG. SEE STRUCTURAL DRAWINGS. EXISTING GLASS REINFORCED CONCRETE PANEL NEW 1" INSULATED TINTED GLASS IN ANOD. ALUM. WINDOW SYSTEM TO MATCH EXISTING WINDOW COLOR. NEW 2.75" ANOD. ALUM. STOOL TRIM TO MATCH NEW WINDOWS NEW 2x3 WOOD STUD SILL WALL W/ %" TYPE "X" GWB WITH R-XX BAT INSULATION. EXISTING GLASS REINFORCED CONCRETE PANEL EXISTING 2x4 WOOD STUD SILL WALL z Loads: BLC 2, Wind Results for LC 1, D ENW JK 77- 071 -014 Segale 771 Bldg - Emerald City Movers Members w/ Node Labels Nov 18, 2010 at 11:27 AM 77- 071 -014 Segale 771 Bldg.r3d Company : ENW Designer : JK Job Number : 77- 0714)14 Segale 771 Bldg - Emerald City Movers Nov 18, 2010 11:28 AM Checked By: Hot Rolled Steel Section Sets 1 Label . Shape Type Design List To Lintel HSS5X5X4 Beam Tube Material Design R.. Typical A500 Gr.46 A [in2] Iyy Un4] Izz jin4] J [in4] 25.772 4.295 15.997 15.997 2 Bot Lintel HSS4X2X4 Beam Tube A500 Gr.46 Typical 2.435 1.475 4.484 3.816 Member Primary Data 1 Label I Join Ni N3 2 M1 M2 J Joint K Joint Rotate(de.. Section /Shape Type Design List Material Design Rules N2 N4 Joint Coordinates and Temperatures 90 Top Lintel Bot Lintel Beam Beam Tube Tube A500 Gr.46 A500 Gr.46 Typical Typical 1 4. Ni 0 , 10 0, 0 8.33 2 N2 25 10 0 0 8.33 3 N3 0 0 0 0 20.83 4 N4 25 .0 0 0 20.83 Member Distributed Loads BLC I : Dea _1 L Member Label M1 Direction Start Magnitude[k/ft... End Magnitude[k/ft.d.. Start Location[ft. %] End Location[ft. %] Y -.038 -.038 1 0 I 0 Member Distributed Loads (BLC 2 : Wind) 1 M1 Z .03 .03 4 8.33 2 M2 Z .03 .03 4 8.33 3 M1 Z .03 .03 16.67 20.83 4 M2 Z .03 .03 16.67 20.83 Load Combinations Description Sol.. PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Yes Yes 1 D 2 D + W DL 1 DL 2 1 Joint Reactions Y75 rid 1 1 N1 0 .4 0 0 0 0 2 1 N3 0 0 0 0 0 0 3 1 N2 0 .475 0 0 0 0 4 1 N4 0 0 0 0 0 0 5 1 Totals: 0 .95 0 6 1 COG (ft): X: 12.5 Y: 10 Z: 0 7 2 Ni 0 .475 -.129 0 0 0 8 2 N3 0 0 -.129 0 0 0 9 2 N2 0 .475 -.126 0 0 0 10 2 N4 0 0 -.126 0 0 0 11 2 Totals: 0 .95 -.509 12 2 COG (ft): X: 12.5 Y: 10 Z: 0 Member Section Stresses z bot Bend 1 1 M1 1 0 .204 0 0 0 0 0 2 2 0 .102 0 4.176 -4.176 0 0 RISA -3D Version 8.1.0 [C1.1.. \77 -071 -014 Calculations\RISA 3D \77 -071 -014 Segale 771 Bldg.r3dj Page 1 Company : ENW Designer : JK Job Number : 77- 0714)14 Segale 771 Bldg - Emerald City Movers Nov 18, 2010 11:28 AM Checked By: bt Member Section Stresses (Continued) Bendino(ksil z too Bend., z bot Bend 3 1 IV11 3 0 0 0 5.568 -5.568 0 0 4 27.6 2 4 0 -.102 0 4.176 -4.176 0 0 5 3 0 5 0 -.204 0 0 0 0 0 6 1 M2 1 0 0 0 0 0 0 0 7 0 0 2 0 0 0 0 0 0 0 8 0 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 10 NC 8 5 0 0 0 0 0 0 0 11 2 M1 1 0 .204 -.056 0 0 0 0 12 2 0 .102 -.026 4.176 5.568 -4.176 -5.568 -1.37 -1.482 1.37 1.482 13 M1 1 3 0 0 0 14 NC 12 4 0 -.102 .027 4.176 -4.176 -1.351 1.351 15 13 5 0 -.204 .054 0 0 0 0 16 2 M2 1 0 -.069 0 0 0 0 0 17 5 2 0 -.033 0 -3.911 3.911 0 0 18 1 0 3 0 0 0 -4.231 4.231 0 0 19 0 .542 4 0 .034 0 -3.855 3.855 0 0 20 .745 0 5 0 .068 0 0 0 0 0 Member Section Deflections (By Combination) vfint atio (n) Uz Ratio 1 1 IV11 1 0 0 0 0 NC NC 2 27.6 27.6 2 0 -.513 0 0 584.84 NC 3 .000 0 3 0 -.72 0 0 416.699 NC 4 .6 .6 4 0 -.513 0 0 584.84 NC 5 0 v 5 0 0 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC 7 27.6 27.6 2 0 0 0 0 NC NC 8 3 0 0 0 0 NC NC 9 4 0 0 0 0 NC NC 10 5 0 0 0 0 NC NC 11 2 M1 1 0 0 0 0 NC NC 12 2 0 -.513 .152 0 584.84 1976.188 13 3 0 -.72 .209 0 416.699 1436.094 14 4 0 -.513 .151 0 584.84 1984.685 15 5 0 0 0 0 NC NC 16 2 M2 1 0 0 0 0 NC NC 17 2 0 .542 0 0 553.94 NC 18 3 0 .745 0 0 402.548 NC 19 4 0 .539 0 0 556.321 NC 20 5 0 0 0 0 NC NC Member RISC ASD Steel Code Checks B Combin . tion Shane Dir Fafksil Fttksil Fbvlksl Fbzlksil Cb Cmv Cmz Eon 1 1 M1 HSS5X5X4 .202 12.5 .011 0 v 6.18 27.6 27.6 27.6 1 .6 1 H1 -1 2 1 M2 HSS4X2X4 .000 0 .000 0 z 1.005 27.6 27.6 27.6 1.75 .6 .6 H1 -1 3 2 M1 HSS5X5X4 .255 12.5 .011 0 v 6.18 27.6 27.6 27.6 1 1 1 H1 -1 4 2 M2 HSS4X2X4 .154 8.333 .004 0 v 1.005 27.6 27.6 27.6 1 .6 1 H1 -1 RISA -3D Version 8.1.0 [C: \...\...\77 -071 -014 Calculations\RISA 3D \77 -071 -014 Segale 771 Bldg.r3d] Page 2 4. s' swilowaneaf No : -n-071-ON 44/:1 -5 L 772P OFS499 •E4_ O!O' seAL •.17I tf.. 5(4 fILD..GITy../MOVE125 ...CR/J 371.. ,A5.9, - SCME/SL/GE ,......,c°/4.'P. EA. N/9Y L S /-G.A. ZAP' OPA/G3.� s.-amr FACE O>tx /a �..- -` II 1 501 i I- - - --) s\ t �� i•P E' Z- 6 ".2a T 71.9..5 (Z 2ER P /GPSTER) EKO .94G- P.tJL. e a"//p5 SECT. tr' C70. 410=0" /4!0' OPAJfZ e A/7T.XRRA/T 0 4.G. 957., ✓ PEA EACH. //>4• a /s4't E.9. AA.N7r. rA./c.c moA l i1 r, / •2 s....a. / -Ea. Pfxc F, C !1: N\ Sys • \ / .\ M7R2. / -Gq. \ FACE I I I 11 / 71,5977 L A S/OE OG C IPNG S. 1 3EC7. "Cc" ,VOTE: AT N77/AE .000_ LOCAT /OAJ .400 S TH 2 S N/0R / 2. ,t 07.5. LOOM LOC/PT /O/✓ MAY 197AY HOA /L. S/2' EXP. 1/607. G'' C/i /!J O . 14.5 C • NOP.15- - 2 °S H. TOP, / -eg. FACE OF 2 5 "Druz., /- Eq. r4 E /SIC:. /EF. w.9Y 7DP FAGS C3 TEES -..\\ (3 PLAC43i "4 G¢/s40. • ` Eq. AY 1 I - - - - -I I-- • \ \\ / \ \ !. / / ( ' F t 1 1 1 1 1 1 1 1 1 1 1 1 r i i +II .3 R.' EXP fiGC. .54. "'4@/54.1. 59. wNY SECT. T2' de C/.VA/J STL . PEA SC! /C0L/LE `�-4C SS A 4 00 //0.9. a /2..Z. O O ,..., ce•"---- / -7 ✓ERT n NWWe, s .:, - - -. - 47:':5•• - CCXR'WIlCC TOTE APPi Qfl�'f 1R11ED`.OrFIF1BIISE f ODEi 'UHIIORII IRK CO 7 - ,EDETIQH,1.)'' • LIPS LORDS'•- rr,�y 'i.'-'/.^.' <i•. 11� P5 PSi- �`•'•'f ' '- .�' YIW L.:.:. m PSF.:.. IOZ110150 500PSF 4 PARTITION Oc.A. wSLAB:.::: 4I 507EiANIIR 1 0 IGS DUIE51OR A UII15. 25110'P50 UOERIOI FDOTI ALL EXTERIOR WHIGS SHALL BE A MTO, OF 1' -6• BELOR 0/11/5000 , ` .• AID. IEG5 SHALL SEAR 01 FILL COMPACTED RE 955 MIMED PROCTOR :_ RS 001II 7' 09 BEO.SOIL SURD 5011 COfBARICII REPORTS TO EU611EER PoR APPIOY�2BI ®)7O X151 7 P.E PSI DIRECTED FOR ALL OTAES Oil GRADE Aid FOOTI116S 1'07000 051 IIISPECfEDFOR AU. OTHERS. �;A .. 'KID' :C.Y. ULTIMATE STREWTH OESICJI MEMO BSI. NIXItG AM PLACING OF ALL COILEA'FE D SEL.CII® OF MTERU05 SHAW BE IH ACCOCMl E WITH THE UDC, AND ACI WOE 318 -71. PROPoRTIOHS =LEGATE TO COMM STALL BE UCH AS TO PRODUCE A DEICE UNCA8LE MIX 111117 P t1AX1l717 SLOB MC WI BE PULED UITIpJT SEGREGATION OR EXCESS FREE. SURFACE IIATER.1 FOR ADI IUI11BE SEE SPECS. 1/2. OAFER AU. EXPOSED COI/CRETE EDGES. CESS IIOICJLTED OTBFOgIY CE AROIITECTIOAL DRAUIIES. CTEA CURIEE EMU BE USED. • • `, i•. • . . • 1^A •pE116DRC11G��STEEL ' 8114 STEEL SHALL BE DEFORMED Pa AST5 A615 -68. GRADE 60 (fr44000 PSI)-( LM 50I41t111US REIHFORCIIIG BARS 30 BAR DIAMETERS. 1' -P MIN. UNLESS OTHERWISE IVIED CORDER BARS (1' -7• BEM) UILL BE PROVIDED FOR ALL IGRIZ4ffAL REIIOORCO1E1R: DETAIL STEEL III ACCR5AIHCE Urns TILE •ACI IWNAL OF STDDAIO PRACTICE OF OETAIILIW REIRFORCED 'PJ T /ES COIICRETE STRUCTURES. - • * "t c,' ,'k ,g G•••`- EDYER TO 1RHUFO18;OEJR TO BE: 3 IIIOIFS. T - Po04D SURFACES -- HEATHER FACE I -7 /E IH61PS, . ° •, 1\ -- IIITERI00. FACE 314 IIAEI • T f..f RFRA�IIEL0116 i• of. ft IC 11 1 1 I .. III 1 I AM- REM TO BE GRADE 40 (f7./0.000 P51) MAX. C04000 CONTEXT .755:' SUBMIT Milli CERTIFICATE 1104150 REBAR OIEJSCAL RTREIITS TO OGIIEER. FOLLOW 'RECOMIO u.a. PRACTICES FOR 00U411 REIIIFORCIIG STEEL, (METAL INSERTS AID [DISSECTIONS iM REIOFOR a, 50HCRE'TE(W54 0005TRUCTI011• BY 111E N4DICA0 141.0110 SOCIETY. ALL STOAT I0G. SUNL BE BY CERTIIED WELDERS. USE FRESH LOW HTDR0001 E70OS ELECTRDOES.0I1FON100 TD TIR•TORATIVE SPECS FOR MIL/ STEEL AR 0010IIO ELECTODES (M5 1E51G. A5.1; A510 OESIG_ 5233).. BEWS REBAR TO BE WELUEO DAL 10T RE CLOSER THAI 3' TO HELD. •' -, STRUCTURAL STEEL • .> 51MCTURAL STEEL S1L1 004001 TO THE F01100110 STAIHIARDS: ; WIDE STEEL 0DL. AST I 5115 -G a G.SIPOE / (,-- J' 5,000 PS/), VIDE FLAIIGE COL. 0510 536 (fp16,000 PSI) (( MAit/!/JOOf'3 PAL. GTR //7 O T/3UCK•/JOO/ S P/1./.. T /"3 //5 2) ALL STEEL 14fBER5 SHALL BE GIVEN 014 SHOP COAT OF APPROVED PANT.' mums 05 PER, PARAGgpPll 9EI.011. N 1 IIISCELUIIEOUS STEEL41 fl0501.1 .AlI1 /ST STEEL L SLL ER7 TO ARM A -36 (TO36.500 PSI). WELDS I0T SPECIFIR. ' MALL BE 1/1• ELECTRODES. 00115 FILLELHIII. ALL SEEDS TO BE BY CERTIFIED WELDERS -- USE .. e; FRESH E60 ETRODE MISCELLMIEOUS TAMERS TO OE 51100001 CR APPROVED EQUAL. ALL HANGERS TO BE FASIEITED•TQ: WO/ WITH PROPEQ JAILS - AU. IDLES SHALL BE HAILED. MOTILE 00010.TO BE 0 -707. . MOOR BOLTS WED COMPETE TA0 BE PARA BOLTS, CO APPROVE) EQUAL; 01111111.114 O18E0511T P14 UN: TALE 26-1. FABRICATOR TAT TOMEA50 PLATE SIZE PROVIDED HE COORDU5155 TH15 VIM ALL TRADES WRCEOIED. AID =AIM DIHIER'S APPROVAL. T llq. (HOOF JOISTS D.F. P2 . (S0. 650 PSI REP -}�L' Ia11 811105 O.F. R1 (f0..1250 PSI( O.F. Al f0.i5Q0 PSI) Y LUMBER TOT TWO TO OE D.F. 12 :R� ALL GRADES SHALL COIF0111 TO 'LAVA GRMI70 RULES FOR 1FSTEDI HIRER a -' 1970 FDITI0I0`11 BOLT HEADS 010 OUTS BEARIOG AGAINST 500D SMALL BE PROVIDED SITX STRWARI CUT IASI(EILS ALL M1010 in CITACT 01TH COIARETE SHALL OE TREATED. , / 6LU- LAMINATED 1000 ER5 1 FIR COAST BEG70t1, OLD RIM, STRESS GRADE [021116-- 1 •10CC G' TEOI 240 (00.2450 P51). 'GLUE SHALL BE CASEIW WITH 100.0 1101100100. BOTTOM EPA i0 5(11 FREE OF 060110 MOTS LOOSER THAI/ 1/2 DIDIETER. ILO -UII FABRICATOR TO PROVIDE TO/ j TU5101 LNG AT CAM/LEVERS. IATEAIALS DUST BE MARES FROM AR APPROVED FABRICATOR.: PLYW00 • • T%2. STRUCTURAL I. 5 PLO. MI ROOF (UBC MEET. IWE:X 12/16); 7//• R6 PLTID00 OX FLOOR (IOC OMIT. 11DEX 48/24). MILIW SHALL BE AS 11DICATIO OR RA0. CCTTRACTOR 10 CALL, OGIUEER FOR IISPERIOII OF ROOF DIAPH RA01 PRIOR TO ROOMS. / -EA- FACE .7004. .0 EXP. i7C 6.. r 2"'S'AC . /-EC. A-9CE 2 S DOA. / -EA. F.4CE ELEV. ✓9, /ES SGE PLFM1/a QL 44.5 VGA 77 /- FACE C.•b,/0 .5TL. PEA 50f/4OULE 0 L: B /3'1. E ESE✓. 1 i .5400. G' 1 rI I r l l i -- 1 SL' EXP. /JC4- J d NOM- .30/ 3/0.405//0 e. /a 4 AJO : /.! C. SPAN 84!0' @ C7P //JS © ® O ce ©- PNL c2 G/i //75 0 P6�87 O- P/t/L. ,SM. @ C/i //� O EL6N.. IMA/EJ SHC PGgh/ TOP OF SLA9 C.rosxn -STL. - PEfi SCNEOC/GE "4 G¢/s40. Eq. AY 1 I - - - - -I I-- SL" TH/CK PAL. /; //D /a sue" TN/C75 • PNL.EG/3//J C//OA/A STECL PGM CCNEOULE "'se,rO A/OA. "Ae /d= Ve.A f S E /2't 070.5/4. / 9.0 0 '* C ✓EMT. 2-EA. 9.906 8 / EA E.0 6.E w/O P/L.PSTEM • G/t rN/CK f NL e C;/3 /' 5 O ¢ /5�_ 0+it 'l '4 A. 8 250' Z °S NOA. /-5q. FACE /S A2"AT. .. FP04 7Z." EKG. EGG. /°/1./L. & C5"//D CHOfiO STS. sSCHE/J(/LE C.A //J3 STEEL /1 AO > 00 2. 6 q -G K .5 TO 40' 507 H /t 70 /5 .0 rG /,76 a A 70 F .3 _6 /7 TO C 70/5 S - G /5 /!TO C7//TOM 2 G. /a .4 7O ,A1 2 �5 tNJ .A2 AA-J GNOA/J STS. ALONC 6R //J .�. /' Fa/3//0E F• 100E -0 6 5 r/E.S a /2't /40% U PO// 4 T /ES e 6'A TOP < 907, SEAT. •'2' /FO+ Et. /3FS/t' 4°5 VER r w/ e' a37/Ea a az 9.00 4 T /ES 6277iP¢803. SECT. `b- . "J e/aZ 7J 407 YEr7c • OW '03 T /E3 .3/7 a /1.'A, d4E G'1.• 7.00. ¢ 907. EL. SECT G- .5E071 o/" TRUSSES • IA'OOTGSES 1D BE AS VOTED OD R.M. IA00RCTURED BY TRUS -JOIST CORPORAT101. 0.01000 1511115 11170 TPISS CHORD 10 BE ROT CLOSER TVA M ! 6' o/c III Y ROW CO MILS. 5EPARAT51 1015 By A HI01001 OF 1/2'. 50101100 ND OLOCEIIO TO BE AS RECOMSWED BT TR0-JOIST CORPORATI0I1. SEE TRS-JOIST SHOP DRAWOi6. PRECAST WALLS 14IE1. LIFTING STRESSES ARE TO BE CHECKED BY THE CORRACTOR AW HE SHALL PROVIDE FORCIIR STEEL AS REQUIRED FOR HIS METHOD OF ROLIIG NO ERECTION Of PRECAST PANELS. '. USE 57256 -RACES AS REQUIRED AT EXCESSIVE PAIIEL OPOIING5. COITIIBGUS FILLET BETWEEN M41.5 D6 FOOTINGS TO BE A 1100- SHR11AI16 TYPE. .. SPECIAL 50501700115 - LOITRACTOR SHALL VERIFY ALL 0101001015 MV FIELD, 400 SHALL PROVIDE ADEQUATE 517IRIR6 • .D0 BRACING OF AU STRUCTURAL MEMBERS MIRING . COISTOICTI01. COORACTOR 5151: 501106 .6 E161REER OF ALL FIELD CHARGES PRIOR TO IOSTALLATI011. COIERETE FOR PRECAST WALLS J. SHALL BE SUPERVISED. .. . • SHOP DRAU1165 SUIWIIT 3 SETS OF SHO DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: CLU•LAMS, MISS. ORIEDED (TOO, REIIUORCIIG. TRUSS JOISTS A010 PRECAST PN41 UYOUT DRR11110. THESE 05001165 SHALL IIIOICATE P004L 0114101011.1. COIST. CLEA1AIICES, SIZE AAR LOCATION OF ALL DPO1I1155 PLUS THE TYPE AND 10CAT101 OF ALL OMEOCD ITEMS. /mac. /-S,QAJEL A/0 : I. PRECAST PAREL 1HIC04SS 5 -1/21 TYPICAL REIBWRCIIG EXCEPT AS TOTED Il AT 1/• o/c' VERTICAL N0 ICRIIEOTAL. 005110 IDRIZOHTAL STEEL 10 P /JEL. PLACE VERTICAL STEEL EDUARD INSIDE FACE. .. • A I• PEEL 1HIC01ESS 1 -1/2•. TYPICAL REIIIFORC116 .45 AT BY a/c VERTICAL. 14 AT 1P a/c IOJIZORIL. PLACE VERTICAL STEEL IT CEUTR OF PALIEL UITH 500110101AC 150400 ••i INSIDE FACE. "; .-- •: R. EXCEPT AS IOTEO, ADO 2 - IS ICRIZWRAL (FULL 510111) ABOVE N2 BELOW ALL 00400405/ ADD 1- IT EACH SIDE OF OPE1116 (EXTEND 2' -B' 01111111E KVO50 EDGE OF OPE1016•) 3. ABS 0800 STEEL TO ALL FULL HEIGHT P070EL5 PER SCHEME THIS SAM. LOCATE 111 - PADS. AS NOTED DTI ELEVATION THIS SHEET. • _ • X ' •. �" 4. ADO TER STEEL PER 107E 2 AT ALL FUTURE OPENINGS. LOCATION PER ARCMITCR. • caj T. he h ft /J II -16-10 2N /24 • F1N1\T ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # SUBJECT T1- 071 - ,I H PROJECT Hew w/NDOLaf 6869 WOODLAWN AVE: N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 swiliE `171 at*. — E714 ►2/1iD e MdvE2S DATE SHEET BY 25 OF 2g WAIL LAS .w9.= (?0.0)(2 % #6_) F (20.o)(0. h) = 320 +2J = 520 ply t7 3 W� = (top:o)( ? %.0) = 160t l( P T CONCRETE WALL DESIGN 2006 IBC ACI Section 10.10 Engineers Northwest 6869 woodlawn Ave NE Seattle WA 98115 206 525 7560 26 / ?8 11/16/2010 12:49:10 PM Sheet Segale 771 Building - Emerald City Movers New Windows @ East Wall Page 1 wall 2003.2 Materials Concrete 4,500 psi Reinforcing 60,000 psi Wall 5.5 in. x 5.16 ft. w/ 4 #4 @ 15.5 in. oc @ centerline Cover is 1.5 in. Outside Face 0 In. Inside Face Geometry Roof Elev = 13 ft. w/ 20 segments Footing Elev. = -3.67 ft. w/ 5 segments Friction & lateral soil pressure determine base fixity Coef / friction = .3 Active pressure = 25 pcf /ft Passive press = 250 pcf /ft Elevation of backfill = -3.67 ft (0 is at slab level) Vertical Loads Loads shown will be multiplied by the tributary width. Eccentricities are positive inward & measured from inside face of wall. Dead Live Wind Eccen. Ledger 0.2 klf 0 klf 0 klf 2 in. Concentric 0.32 klf 1.6 klf 0 klf Lateral Loading Wind Seismic LL Type floor load floor load Code Wind Inward = 13.5 psf Outward = 14.8 psf at roof level Windspeed = 85 mph Wind exposure is B Importance factor is 1.0 Enclosed Kd = 1.0 Topo factor = 1.0 Mean Roof Ht. = 13 Code Seismic Horiz factor = 0.37 W (strength) Vertical Factor = 0.185 W (strength) Ss = 1.39 1 =1 Site class type D Fa = 1 • CONCRETE WALL DESIGN 2006 IBC ACI Section 10.10 9.7 fit Engineers Northwest 11/16/2010 12:49:10 PM 6869 woodlawn Ave NE Sheet Seattle WA 98115 Segale 771 Building - Emerald City Movers 206 525 7560 New Windows @ East Wall Wen 2003.2 Page 2 Load Cases 1) 1.4D 2) 1.2D + 1.6Lf + 0.5Lr + 0.5Ls + 1.6H 3) 1.2D + 0.5Lf + 1.6Lr + 1.6Ls + 0.8W) 4) 1.2D + 0.5Lf + 1.6Lr + 1.6Ls - 0.8W) 7) 1.2D + 0.5Lf + 0.5Lr + 0.5Ls + 1.6W 8) 1.2D + 0.5Lf + 0.5Lr + 0.5Ls - 1.6W 11) 1.2D + 0.5Lf + 0.2Ls + 1.0E 12) 1.2D + 0.5Lf + 0.2Ls - 1.0E 19) .9D + 1.6H + 1.6W 20) .9D + 1.6H - 1.6W 21) .9D + 1.6H + 1.0E 22) .9D + 1.6H - 1.0E Summary of Results Design Failed Is the vertical load stress(strength) < 0.10fc? okay ACI 14.8.2.3 Is As <= 0.6pbal? (= 0.019) okay ACI 14.8.2.4 Is phi" Mn > Mcracked? See Table Below Is Mu < phi *Mn? See Table Below Is the Service deflection <= 1/150 See Table Below IBC 1605.2.1 Eq 16 -1 IBC 1605.2.1 Eq 16 -2 IBC 1605.2.1 Eq 16 -3 IBC 1605.2.1 Eq 16 -3 IBC 1605.2.1 Eq 16-4 IBC 1605.2.1 Eq 16 -4 IBC 1605.2.1 Eq 16 -5 IBC 1605.2.1 Eq 16 -5 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 M Cracked / phiMn Mu / phiMn Service Deflection / U150 Load Case 1 137% 5% 0% Load Case 2 137% 3% 0% Load Case 3 137% 5% 0% Load Case 4 137% 9% 0% Load Case 7 137% 13% 0% Load Case 8 137% 18% 0% Load Case 11 137% 16% 1% Load Case 12 137% 20% 1% Load Case 19 137% 16% 0% Load Case 20 137% 19% 0% Load Case 21 137% 18% 1% Load Case 22 137% 21% 1% Maximum wall reactions at service level -- Absolute values / tributary width. These reactions come from various cases. The sum may or may not equal zero. Horiz. Reaction @ slab level (plf). 386 Horiz. Reaction @ footing level (plf). 92 Vert. Reaction @ footing level (plf). 3266 °,) Pf &viDE sYZ0/1/6/34( ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET N. OF 2e Rev. 6/25/04 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB #1 77- 071 -014 I JOB NAME :- ISegale 771 Buildin FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: -INew Windows East Wall Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) I HSS TOP = 11.99 ft. 1 = W2._ = / • • 3 = 0.00 4.16 4.21 Trial Sq. HSS size = I PROVIDED= IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = I3X3X1/4 3.02 2.40 2.01 0.94 0.83 1.04 in.4 in.4 in.3 in.3 in. in. I ft_ hz ft= hft= hft= 0.33 4.00 0.33 7.33 Duration factor = wind load = seismic load = lateral design load = T = C = T = C = MExiST= TUBE _ T MAX. _ V max.= ROOF ( Wall support ht. ) A Hft= 13.00 uPLF= 113 1.00 12.00 18.00 18.00 485 578 2382 2382 578 733 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) loading #-ft # @ WALL CONNS. # @ TS BASE CONN. WALL WITH HSS 3X3X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 3X3X1/4 weighs 8.81 plf 15E Flss. yxlix1/4 7 5/9; - Avvr1orr5 -vain/ 61( .r sParofv Strongback Pagel 11/16/2010 77- 071 -014 STRBACK.XLS • PERMITPCIPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -326 DATE: 12 -01 -10 PROJECT NAME: EMERALD CITY MOVING SITE ADDRESS: 18325 SEGALE PARK DR B - X ' Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: a ing 6i6is1 Public Works ❑ A'W1� Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -02-10 Complete Comments: 'EL Incomplete Not Applicable 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 REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 12 -30-10 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 Contractors or Tradespeople Pier Friendly Page I General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2012 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company iated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL'008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 10DLS31006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 12/16/2010 F625- 052 -000 (8/97) DEPARTMENT OF LABOR AND INI,STRIES REGISTERED AS PROVIDED BY LAW AS CONST CONTR GENERAL REGIST. # EXP. DATE CC01 SEGALPL902CQ 4/1/2012 EFFECTIVE DATE 2/18/2010 SEGALE PROPERITIES LLC PO BOX 88028 TUKWILA WA 98138 -2028 0 0 N 0 0 0 R 0, C 0 E 3 CD r 0 E 0) N o C,- E� DEMOLITION KEYNOTES ® REMOVE PORTION OF EXISTING WALL, DOOR AND WINDOW FOR NEW WALL CONFIGURATION. ® REMOVE PORTION OF EXISTING WALL FOR NEW MAN DOOR. SEE FLOOR PLAN. 0 REMOVE EXISTING WALL, DOOR AND FRAME. ® REMOVE EXISTING WOOD STAIR. 05 REMOVE PORTION OF EXISTING WALL FOR NEW WALL CONFIGURATION. © REMOVE EXISTING DOOR AND FRAME. ® REMOVE EXISTING CABINETS, COUNTER AND SINK. ELEVATION EXISTING DOOR DOOR NUMBER SEE DOOR SCHEDULE INTERIOR SHEET ELEVATION NUMBER DETAILS REVISIONS WALL TYPES /SECTIONS ENLARGED PLANS /DETAILS COLUMNS OR GRID LINES * (OR) T TEMPERED GLASS EXISTING WALL TO REMAIN NEW WALL PER PLAN PLAN SYMBOL LEGEND Scale: N.T.S. -0 • r' T-____TTTTTTT TTTT l I I I I I I I I I I I I I l i 1 I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 1 I I I I I I I 1 1 1 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I L111 1111111 111111111 11 1 DEMOLITION PLAN - FIRST FLOOR Scale: 1/32"= V-0" I 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L r -.. TTTTTTTTT' I I DEMOLITION PLAN - MEZZANINE FLOOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 Scale: 1/32"= V-0" GENERAL NOTES 1. EXISTING BUILDING CONSTRUCTION PROVIDES EXAMPLE OF FINISH LEVEL TO BE PROVIDED. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE OWNER AND /OR ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 8. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE OWNER BEFORE USE. 9. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. 10. ALL EXISTING MECHANICAL, FIRE SPRINKLER AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 11. INSTALLATIONS OF MECHANICAL, FIRE SPRINKLER, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 12. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 13. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 14. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 15. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY OWNER. 16. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED PER I.B.C. SECTION 2304.11. c. 0 N s 0 N 0 I 0 N I.- 'V --0 0 I 0 N 0 0 0 I 0 N 0 N I 0 0 I 0 N 0 1 0 N -0 tr FUTURE RACKII4IG, FENCING AND WAREHOUSE LVOUT INDER DEFERED SUBMITTAL (SEPARATE PERMIT) — 0 - 0 OVERALL • TENANT PLAN I.... NEW 8 0' HIGH WALL (2x4 WOO STUD AT 4 "O.C. W/ %i" TYPE "X" GWB) W/ "x3" STEEL TUBE BOLTED T FLOOR AT WALL END _FORJNA RACING - ALIGN END OF WALL W/ DRIVER ROOM. I WAREHOUSE BREAK AREA ;l EXIT a FUTURE RACKING, FENCING AND WAREHOUSE LAYOUT INDER DEFERED SUBMITTAL (SEPARATE PERMIT) EXIT OFFICE AREA -0 T 1.,..;.,.,.'..`.1.,..1.1.'.. 1!1■::1:!11.1 MINIM! EXIT 0-- 0- —0 —o FURNITURE - ASSEMBLY i, ROOM H CRATING AREA . ArE)." NEW 10' -0" HIGH WALL (2x4 WOO STUD AT 24 "O.C. W/ %" TYPE "X" GWB) W/ 3 "x3" STEEL TUBE BOLTED TO FLOOR AT WALL END AND EVERY 8' -0" FOR WALL -0 — BRACING. -ALIGN END-OF-WALL-Wk. FURNITURE ASSEMBLY. —0 —0 —0 --REVIEWED SCE CODE COMP 15 2010 City 0 Tukwila BUIDEC N LDIG 011hlSIO EXISTING ACCESSIBLE RAMP TO GRADE BELOW. RECEIVED DEC 012010 PERMIT CENTER Scale: 1/16 " =1' -0" 350' -0" 50' -0" 50' -0" 50' -0" 50' -0" 50' -0" 50' -0" 50' -0" PERMIT APPLICATION SET r I.- 'V --0 0 I 0 N 0 0 0 I 0 N 0 N I 0 0 I 0 N 0 1 0 N -0 tr FUTURE RACKII4IG, FENCING AND WAREHOUSE LVOUT INDER DEFERED SUBMITTAL (SEPARATE PERMIT) — 0 - 0 OVERALL • TENANT PLAN I.... NEW 8 0' HIGH WALL (2x4 WOO STUD AT 4 "O.C. W/ %i" TYPE "X" GWB) W/ "x3" STEEL TUBE BOLTED T FLOOR AT WALL END _FORJNA RACING - ALIGN END OF WALL W/ DRIVER ROOM. I WAREHOUSE BREAK AREA ;l EXIT a FUTURE RACKING, FENCING AND WAREHOUSE LAYOUT INDER DEFERED SUBMITTAL (SEPARATE PERMIT) EXIT OFFICE AREA -0 T 1.,..;.,.,.'..`.1.,..1.1.'.. 1!1■::1:!11.1 MINIM! EXIT 0-- 0- —0 —o FURNITURE - ASSEMBLY i, ROOM H CRATING AREA . ArE)." NEW 10' -0" HIGH WALL (2x4 WOO STUD AT 24 "O.C. W/ %" TYPE "X" GWB) W/ 3 "x3" STEEL TUBE BOLTED TO FLOOR AT WALL END AND EVERY 8' -0" FOR WALL -0 — BRACING. -ALIGN END-OF-WALL-Wk. FURNITURE ASSEMBLY. —0 —0 —0 --REVIEWED SCE CODE COMP 15 2010 City 0 Tukwila BUIDEC N LDIG 011hlSIO EXISTING ACCESSIBLE RAMP TO GRADE BELOW. RECEIVED DEC 012010 PERMIT CENTER Scale: 1/16 " =1' -0" 1< 0 v LU Z ,- Z 0 in V W Z J Q Q J LJJ w LJI V) CO CO C SZ CO 0 W CL O■ J < Q uJ v% J_ N 00 0 I I ° PERMIT APPLICATION SET revision 0 c 10 -124 job no. HC drawn checked 0 I .- r a; 0 1< 0 v LU Z ,- Z 0 in V W Z J Q Q J LJJ w LJI V) CO CO C SZ CO 0 W CL O■ J < Q uJ v% J_ N 00 0 N a N 0 a 0 0 0 0 0 0 E 0 E N cDO �- • w FURNITURE ASSEMBLY (125) FIRE EXTINGUISHER CABINET — 20' -0" FURNITURE ASSEMBLY ROOM Scale: 1 /8 " =1 ' -0" FURNITURE ASSEMBLY Scale: 1 /8 " =1' -0" 5/8" TYPE 'X' G.W.B. ON 2' x WOOD STUDS iy+'�•'A `'�' N�,�i >a�4i�.,�� y?. e�r:.,`�w. �. ��'fS�j�.'7��S��:�;r;'iy �S�; Y1; � ?� <';��A: +rx }•r :ti�J�, Ste' •\ i a r� 2A 10 BC FIRE EXTINGUISHE SEMI - RECESSED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET Scale: 3 " =1' -0" CEILING INSULATION PER WALL SECTION 7/8" TENT LIGHT FIXTURE W/ CEILING TILES FOR INSULATION COVER, SIMILAR TO UL DESIGN G216. 4" SUSP. ACOUST. TILE CEILING AND GRID SYSTEM PER REFLECTED CEILING PLAN O 2 X4 RECESSED FLUORESCENT UGHT FIXTURE PER REFLECTED CEILING PLAN TENT AT LIGHT FIXTURE Scale: 1 1 /2 " =l' -0" FIRST FLOOR PLAN Scale: 1 /8 " =1 ' -0" // DRIVER ROOM ( E ) STAIR 1 PARTIAL EAST EXTERIOR ELEVATION 4:11:* UP WAITING (102) OFFICE (105) 0 OFFICE (106) D a // /, } u.' RECEPTION OPEN OFFICE (104) MEN WAREHOUSE (120) W.H. O MEN 121 'IL.- INSTALL NEW INSULATED WINDOWS TO COMPLY WITH WSNREC. ALIGN WITH EXISTING WINDOWS ABOVE. • TA4.0 - COPY /FAX (108) NEW LOWER & UPPER CABINETS WITH CO TER. ass ALIGN END OF WALL WITH NEW WALL CORNER +�_ ALIGN NEW WALLS 1-. WITH EXISTING WALL CORNERS CONFERENCE (111) FIRE EXTINGUISHER CABINET COFFEE BAR b E OFFICLt (110) OFFICE (113) 12' -0" OFFICE (11 6) 0 OFFICE (115) OFFICE I (117) OPEN OFFICE (114) r WOMEN (T22i D. 1 : W. ' LAUNDRY —I i i r--` (123) s ,', • 111 11111111u STAIR 2 124 ALIGN NEW WALL WITH EXISTING WALL CORNER SERVER (118) FURNITURE ASSEMBLY (125) CEILING / LIGHTING SYMBOLS LEGEND & NOTES r - - - r I - J r - - EXIT CEILING NOTES: EXISTING 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING GRID. NEW 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING GRID. SEE FINISH SCHEDULE FOR CEILING TILES. EXISTING 2' X 4' FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING 2' X 4' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED RELOCATED 2' X 4' FLUORESCENT LIGHT FIXTURE TO REMAIN NEW 2' X 4' FLUORESCENT LIGHT FIXTURE W/ ELECTRIC BALLAST, (2) TUBES NEW 1' X 4' FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE W/ PRISMATIC LENS, ELECTRIC BALLAST, (2) TUBES NEW 4' FLUORESCENT SURFACE MOUNTED STRIP LIGHT FIXTURE W/ ELECTRIC BALLAST, (2) TUBES 50 CFM EXHAUST FAN LIGHTED EXIT SIGN W/ BATTERY BACK -UP 1. PROVIDE EMERGENCY EXIT LIGHTING PER I.B.C. SECTION 1006 (TYP.) (BIDDER DESIGN) 2. LIGHTING LAYOUT IS CONCEPTUAL ONLY. DESIGN /BUILD ELECTRICAL CONTRACTOR TO TO DEVELOP PLANS / LAYOUT WITH VERIFIED LIGHTING LEVELS AND SHOW COMPLIANCE WITH WSNREC LIGHTING BUDGET REQUIREMENTS. 3. PROVIDE AUTOMATIC SHUT -OFF CONTROLS AND OCCUPANCY SENSORS THROUGHOUT PROPOSED TENANT SPACE AS REQUIRED PER WSEC SECTION 1513.1 AND 1513.6. SEE SECOND FLOOR REFLECTED CEILING PLAN FOR LIGHTING AT STAIR #1. I\ FALSE HEADER 2" BELOW EXISTING CEILING. 11 • [EXIT) • I- b • • WA E OUSE mA RELOCATE EXISTING LIGHT RELOCATE EXISTING LIGHT ll NEW GWB CEILING AND LIGHTING AT 9' -0" A.F.F. EXIT FIRST FLOOR REFLECTED CEILING PLAN ELIMINATE EXISTING UGHT NO CEILING AT LAUNDRY �-r EXISTING SUSPENDED CEILING AND LIGHTING TO REMAIN. REUIEWED FOR CODE COMPLIANCE e � ,E2i'napipC9 A l DEC 15 2010 City of Tukwila la BUILDING DIVISION RECEIVED DEC 01 2010 PERMIT CENTER Scale: 1 /8 " =1 ' -0" ..................... • 1 rn 1 a) 0 PERMIT APPLICATION SET 0 C 10 -124 job no. _ -55 checked 0 °'. I .-° m v CP 0 I CJ 0 N 0 Q 0 0 U) 0 E 0 E cn N 0,. IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING MAX. 8" 0 o....... MIN. 2" .. MIN. 3/4" UN- ATTACHED WALLS #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE CO EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ® UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE CEILING GRID EDGE TRACK AT SUSP. CEILING Scale: 3 " =1' -0" STEEL STUD COMPRESSION POST AS REQUIRED BY JURISDICTION HAVING AUTHORITY #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) CROSS TEE MAIN CEILING PER ASTM C635 BEAM PER ASTM C635 CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING OFFICIAL. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE, CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. SEISMIC BRACE AT SUSPENDED CEILING N.T.S. • N \ALIGN WALL_ WITH CORNER OFFICE (204) • CO REPLACE EXISTING SINGLE PANE WINDOWS WITH INSULATED WINDOWS TO XCOMPLY WITH WSNREC I SEE A &B /TA4.0 L N In OFFICE-7r\ (205) In CENTER WALL N ON MULLION in ;-\ I Ir EXISTING WALL OFFICE o (206) {.: STAIR #1 (103) a N I N FIRE EXTINGUISHER CABINET EXISTING DUCT DROPS THROUGH FLOOR. COPY /FAX (202) 7' -O' OPEN OFFICE (201) /_8'x8 ' CUBICLE WORK STATIQNS OFFICE (207 5' -0" 6 MEZZANINE FLOOR PLAN Scale: 1/8"=V-0" NEW RESTROOMS & tAUNDR-Y- BELOW- BREAK (208) UNOCCUPIED LIGHT STORAGE AREA. (NOT FOR OFFICE USE) EXISTING NEW WALL WITH EXISTING WALL CORNER :RFR: DN STAIR #2 (124) WALL EDGE MOLDING SUSP CEILING BRACE AT PERIMETER N.T.S. STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ® UNATTACHED WALLS ONLY CROSS TEE PER ASTM C635 I I NEW GWB CEILING AND LIGHTING AT 9' -0" A.F.F. NEW SUSPENDED CEILING AND LIGHTING AT 10' -0 A.F.F. I I I NO CEILING THIS AREA I • F� EXIT1 MEZZANINE FLOOR REFLECTED CEILING PLAN Scale: 1/8"="C-0" ■ I FALSE HEADER 2" BELOW EXISTING CEILING. EXISTING SUSPENDED CEILING AND LIGHTING AT OFFICE. RELOCATE AS SHOWN EXISTING GWB CEILING AND LIGHTING AT BREAK ROOM I 0 Dig- Sze REVIEWED FOR CODE COMPLIANCE DEC 15 2U1u City of Tukwila BUILDING ftVISION RECEIVED DEC 012010 PERMIT CENTER EMERALD MOVING c/) W Z CO W J Q/n V W W U 0 N Ct N W J W 7 W U Z J z J 0 z J LU U FLOOR & REFLECTED IV W m I2 0 SZ CO Ie CO Q '- 0- J Q Q (D . LLI V) Q CO SZ N COD Q (206) 325-2553 N U w rn U Wu) ° N w -F- 5 w I. w 0 Urn w j� se J 0 Q sheet TA2.2 0 I rn '- I a� o .n PERMIT APPLICA11ON SET o 0 N a) 0 N o 0 -o .- 0 HC drawn 17hecked 0 0) �- 0 •• -o EMERALD MOVING c/) W Z CO W J Q/n V W W U 0 N Ct N W J W 7 W U Z J z J 0 z J LU U FLOOR & REFLECTED IV W m I2 0 SZ CO Ie CO Q '- 0- J Q Q (D . LLI V) Q CO SZ N COD Q (206) 325-2553 N U w rn U Wu) ° N w -F- 5 w I. w 0 Urn w j� se J 0 Q sheet TA2.2 O 0 0 0 0 0 O E E �N 1�_ _.___.___.______________._____� N LO z N CO �f- • 12T©11"=11'-0" O 12T©11"=11'-0" I -0 N 7 1/4 "- Al - R '111 0 3 ) 0 OPEN OFFICE (201) 4' -O" ENLARGED STAIR #1 PLAN Scale: 1/4"=1'-0" OFFICE (1 10) OPEN OFFICE (201) t CO 0) 1' -0" STAIR #2 (124) 4' -10" 12T ®11' =11'— /I 4' -0" WAREHOUSE (120) ENLARGED m 4110* STAIR #2 PLAN 12R @xx "= 12T ®11' =11'— Of Scale: 1/4 " =1' -0" O 0 I M 1 • , 'ta1.^...H. t7�.,......[^::1y!!.:.».s.... ... .. : :1 - 4 Y: . f , S: .I: • j • • • t -19, j % j jjjj/ 4 I vow iii ii 1111111111 111N- INSTALL NEW INSULATED WINDOWS TO COMPLY WITH WSNREC. ALIGN WITH EXISTING WINDOWS ABOVE. PARTIAL EAST ELEVATION AT OFFICE AREA (SOUTH END OF BUILDING) Scale: 1 /16 " =1' -0" 0 MEN (107) MEN ALIGN NEW PLU,1` BING WALL WITH EXISTING. WOMEN (109) WOMEN OFFICE (110) /NI NMI ,O I � 3/4" 7' —O" J 10 3/87' -0" 63 LAUNDRY NEW 8' -O" HIGH WALL W/ 3 "x3" STEEL TUBE BOLTED TO FLOOR AT MID POINT OF WALL FOR WALL BRACING. 11' -6 3/4" 16' -0" 11' -11 3/4" ENLARGED WAREHOUSE RESTROOM PLAN Scale: 1/4 " =1' -0" (2) NO. 12. WIRES EACH WAY(90') ® 8' —O" O.C. PER ICBO REPORT # 4071 SUSP. CEILING GRID 'J' EDGE BEAD TOP PLATE PAINT BLACK 1/4" DIA. EYE BOLT W/ NUT & WASHER EACH SIDE OF TOP TRACK helinumee 111:111111- :.: 11:2221 ,..ice aos 1/4" NEOPRENE SPACER WALL PER PLAN & WALL TYPE TOP OF PARTITION WALL BRACING Scale: 3 " =1' -0" ACOUSTICAL ILING TOP TRACK P. CEILING RI AT DINT OF CTION WITH YWALL SCREW. OOD STUDS . WITH 5/8" " GWB EACH TUD (PRESSURE WOOD SILL AT TE FLOOR) R SCHEDULE PER PLANS OFFICE SIDE NEW STRUCTURE FOR HANGING SUSPENDED CEILING. SEE STRUCTURAL DRAWINGS. R -30 BATT INSULATION OVER ENTIRE OFFICE CEILING AREA • • I 0 NEW SUSPENDED ACOUSTICAL TILE CEILING 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE W/ R-21 BATT INSULATION. WAREHOUSE SIDE BASE PER SCHEDULE 2x WOOD SILL TOP OF EXISTING MEZZANINE DECK AND PERIMETER WALL Cip 0 OFFICE SIDE R -30 BATT INSULATION OVER ENTIRE OFFICE CEILING AREA SUSP. ACOUSTICAL TILE CEILING 2 "x4" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB AT OFFICE SIDE ONLY. DUCT SIDE R 15 BATT INSULATION . BASE PER SCHEDULE 2x WOOD SILL 7— EXISTING MEZZANINE DECK 4" PLYWOOD DECKING ON 2 "x8" WOOD JOIST AT 2' -0" O.C. W/ R -21 BATT INSULATION W/ %" GWB AT CEILING. NOTE: DECKING FOR ACCESS ONLY. NO STORAGE ALLOWED. 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB WH. SIDE, 5/8" WR GWB AT RESTROOM SIDE. STAGGER STUDS AT TOILET /PLUMBING WALLS. R -21 BATT INSULATION TYPICAL ALL RESTROOM WALLS. 2 "x6" STUD (PRESSURE TREATED WOOD SILL AT CONCRETE FLOOR) BASE PER SCHEDULE EXISTING CONC. SLAB FURNITURE ASSEMBLY SIDE 0 I O 3/4" PLYWOOD DECKING ON 2 "x8" WOOD JOIST AT 2' -0" O.C. W/ R —XX BATT INSULATION W/ %" GWB AT CEILING. NOTE: DECKING FOR ACCESS ONLY. NO STORAGE ALLOWED. 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE. 2 "x6" STUD (PRESSURE TREATED WOOD SILL AT CONCRETE FLOOR) EXISTING CONC. SLAB TYPICAL PARTITION WALL MEZZANINE PERIMETER WALL DUCT PENETRATION WALL D RESTROOM PERIMETER WALL FURN. ASSEMBLY PERIMETER WALL Scale: 1/2"=1'-0" B Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: 1/2"=.1'-0" Scale: 1/2"=-1'-0" btO3Zt a REVIEWED FOR CODE COMPLIANCE 0 m nue DEC 15 2010 City of Tukwila BUILDING MVISIM RECEIVED DEC 012010 PERMIT CENTEF SUSP. TILE CE ATTACH 9' —O" AT 1ST FIR, 10' -0" AT MEZZ. TO SUS MAIN R EACH P INTERSE 1" DR 2 "x4" W a> v 24" O.0 TYPE "> SIDE 2 "x4" S TREATS[ CONCRE BASE PI FLOOR ACOUSTICAL ILING TOP TRACK P. CEILING RI AT DINT OF CTION WITH YWALL SCREW. OOD STUDS . WITH 5/8" " GWB EACH TUD (PRESSURE WOOD SILL AT TE FLOOR) R SCHEDULE PER PLANS OFFICE SIDE NEW STRUCTURE FOR HANGING SUSPENDED CEILING. SEE STRUCTURAL DRAWINGS. R -30 BATT INSULATION OVER ENTIRE OFFICE CEILING AREA • • I 0 NEW SUSPENDED ACOUSTICAL TILE CEILING 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE W/ R-21 BATT INSULATION. WAREHOUSE SIDE BASE PER SCHEDULE 2x WOOD SILL TOP OF EXISTING MEZZANINE DECK AND PERIMETER WALL Cip 0 OFFICE SIDE R -30 BATT INSULATION OVER ENTIRE OFFICE CEILING AREA SUSP. ACOUSTICAL TILE CEILING 2 "x4" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB AT OFFICE SIDE ONLY. DUCT SIDE R 15 BATT INSULATION . BASE PER SCHEDULE 2x WOOD SILL 7— EXISTING MEZZANINE DECK 4" PLYWOOD DECKING ON 2 "x8" WOOD JOIST AT 2' -0" O.C. W/ R -21 BATT INSULATION W/ %" GWB AT CEILING. NOTE: DECKING FOR ACCESS ONLY. NO STORAGE ALLOWED. 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB WH. SIDE, 5/8" WR GWB AT RESTROOM SIDE. STAGGER STUDS AT TOILET /PLUMBING WALLS. R -21 BATT INSULATION TYPICAL ALL RESTROOM WALLS. 2 "x6" STUD (PRESSURE TREATED WOOD SILL AT CONCRETE FLOOR) BASE PER SCHEDULE EXISTING CONC. SLAB FURNITURE ASSEMBLY SIDE 0 I O 3/4" PLYWOOD DECKING ON 2 "x8" WOOD JOIST AT 2' -0" O.C. W/ R —XX BATT INSULATION W/ %" GWB AT CEILING. NOTE: DECKING FOR ACCESS ONLY. NO STORAGE ALLOWED. 2 "x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE. 2 "x6" STUD (PRESSURE TREATED WOOD SILL AT CONCRETE FLOOR) EXISTING CONC. SLAB TYPICAL PARTITION WALL MEZZANINE PERIMETER WALL DUCT PENETRATION WALL D RESTROOM PERIMETER WALL FURN. ASSEMBLY PERIMETER WALL Scale: 1/2"=1'-0" B Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: 1/2"=.1'-0" Scale: 1/2"=-1'-0" btO3Zt a REVIEWED FOR CODE COMPLIANCE 0 m nue DEC 15 2010 City of Tukwila BUILDING MVISIM RECEIVED DEC 012010 PERMIT CENTEF 0 C,) C/) LLl z C0C,) z > 0 t , ' J 0 Q 0 wu C/) w l— Q D m 0 sz co c co Q Lu J < Q LU � Q N CO p (206) 325-2553 N N N w rn El sheet TA2.3 O I a> Io I a> v (PERMIT APPLICATION SET c 0 N .a> 0 c 10 -124 job no. HC drawn checked 0 I rn I .) o -o 0 C,) C/) LLl z C0C,) z > 0 t , ' J 0 Q 0 wu C/) w l— Q D m 0 sz co c co Q Lu J < Q LU � Q N CO p (206) 325-2553 N N N w rn El sheet TA2.3 CP 0 0 0 C 0 U) 0 E 0 E a, o 15* TA2.4 1 = =1IZ.. = -f X COPY /FAX -fT i 108 2' -0" EAST — V\ V\ % X VN III mpg " �>E:> 2 COPY /FAX 6 MEN 121 SOUTH 108 SOUTH I=) 1 ii-m-R.-J.d,. III mpg ■ �>E:> ■ 2 COPY /FAX 6 MEN 121 SOUTH 108 SOUTH 3 COFFEE Q 112 WEST 2' -0" 4 MEN 121 _\ 7 MEN 121 1 2WOMEN 122 WEST 13 COPY /FAX WEST 8 LAUNDRY 14 123 NORTH 9 WOMEN 122 O] L MICR J /\ .r = \_ N -k REFER.'' N.I.C.) : < �— 202 EAST TYPICAL FIXTURE MOUNTING HEIGHTS 14 BREAK NORTH 208 SOUTH HANDICAP STALLS LO I 'CV 0 N a a a ® n O N N r. WALL HUNG LAVATOR LAVATORY SEMI - RECESSED MIRROR PAPER TOWEL DISPENSER TOILET SAN. NAPKIN PAPER DISPOSAL DISPENSER 3' -6" N 1 1/2" GRAB BAR TOILET �— PAPER DISPENSER DUAL LEVEL H.C. ACCESS. BARRIER FREE URINAL WATER COOLER 16 " -18" NORTH 5 MEN 121 EAST INTERIOR ELEVATION KEYNOTES 01 PAPER TOWEL DISPENSER (B -4262) SEE PLAN FOR LOCATION 02 TOILET PAPER DISPENSER (B -2888) 03 FEMININE HYGIENE DISPOSAL (B -270) ® 1 1/2" DIA. STAINLESS STEEL GRAB BARS (B -6806 SERIES. 42" & 48 ") g WALL HUNG LAVATORY WITH HOLE FOR LIQUID SOAP DISPENSER ® MIRROR (B -165 2436) W/ STAINLESS STEEL FRAME O 6" COVE VINYL BASE (INTEGRAL W/ FLOOR) PER FINISH SCHEDULE ® 4" RUBBER BASE PER FINISH SCHEDULE ® SOAP DISPENSER (B- 8221), THROUGH SINK MOUNTED. 10 PLASTIC LAMINATE WAINSCOT. (SEE ELEVATIONS FOR HEIGHT) 11 PLASTIC LAMINATE CABINET DOORS W/ COUNTER, SINK AND BACKSPLASH ABOVE PLASTIC LAMINATE CABINET W/ DRAWER, SHELF, COUNTER & BACKSPLASH PLASTIC LAMINATE UPPER CABINET W/ SHELVES 14 PLASTIC LAMINATE UPPER CABINET W/ MICROWAVE SHELF PLASTIC LAMINATE DRAWER BANK 16 UNDERCOUNTER DISHWASHER TOP OF 8' -0" DIVIDER WALL. SEAT COVER DISPENSER (BOBRICK B221) 19 LINE OF NEW STAIR TO MEZZANINE OFFICE. SEE E/TA4.1. O LINE OF NEW STAIR TO MEZZANINE OFFICE FROM WAREHOUSE. SEE 20/TA4.1. NOTES: 1. ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51 -50 AND ICC /ANSI A117.1 (TYPICAL). 2. CONTRACTOR TO INSTALL ALL BACKING AND BLOCKING AS REQUIRED TO MOUNT FIXTURES. 3. PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE BELOW SINKS. 1 ONOMEN 122 EAST 1 1WOMEN 1 122 SOUTH a 13 5/8" Co 18" 2' -1" a O \- LARGE S.S. KITCHEN SINK PLASTIC LAMINATE UPPER CABINET. ALL INTERIOR SURFACES SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. PLASTIC LAMINATE MICROWAVE SHELF ELECTRICAL OUTLET FOR MICROWAVE PROVIDE GOOSE NECK FAUCET PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH FALSE DRAWER FRONT 4" WIRE PULL (TYP.) PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE. UNDER COUNTER AREA CLEAR FOR WHEELCHAIR ACCESS. BASE PER FINISH SCHEDULE BASE CAB. W/ SINK UPPER W/ MICRO SHELF Scale: 1"=1'-0" / / / / / 20 WAREHOUSE INTERIOR ELEVATIONS Scale: 1/4 " =1' =0" 120 SOUTH 21 WAREHOUSE 120 EAST bld- 32b I~ticVitnicu rUh CODE COMPLIANCE eontranwEn DEC 15 "bid City ot Tukwila BUILDING DIVISION ECEIVED DEC 012010 PERMIT CENTER 13 5/8" CO (V a NOTE: PROVIDE BLOCKING AT ALL WALLS TO RECEIVE CABINETS. COORDINATE WITH CABINET MANUFACTURER. (TYP.) 2' -1" PLASTIC LAMINATE UPPER CABINET W/ (2) ADJUSTABLE SHELVES. INTERIOR SURFACES TO BE WHITE MELAMINE. PROVIDE K &V 255 INLAID PILASTER SHELF STANDARDS & CLIPS. 4" WIRE PULL (TYP.) PLASTIC LAMINATE COUNTER W/ BACKSPLASH • DRAWER PLASTIC LAMINATE BASE CABINET W/ 1 ADJUSTABLE SHELF BASE PER SCHEDULE BASE CAB. WI DRAWER UPPER W/ SHELF Scale: 1"=1'-0" d 2' -1" FE' PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. TERMINATE BACKSPLASH AT FACE OF COUNTER AT END WALL LOCATIONS. (TYP.) 4" WIRE PULLS (TYP.) PLASTIC LAMINATE BASE CABINET W/ (4) DRAWERS. INTERIOR SURFACES TO BE WHITE MELAMINE. BASE PER FINISH SCHEDULE BASE CABINET W/ DRAWER BANK Scale: 1"= 1 '-0" 1 ii-m-R.-J.d,. III mpg ■ 0 1 °' I ■ IN — PERMIT APPLICATION SET a I C 0 .0 .0 v > 1 In I (N.I.C.) . < 3 COFFEE Q 112 WEST 2' -0" 4 MEN 121 _\ 7 MEN 121 1 2WOMEN 122 WEST 13 COPY /FAX WEST 8 LAUNDRY 14 123 NORTH 9 WOMEN 122 O] L MICR J /\ .r = \_ N -k REFER.'' N.I.C.) : < �— 202 EAST TYPICAL FIXTURE MOUNTING HEIGHTS 14 BREAK NORTH 208 SOUTH HANDICAP STALLS LO I 'CV 0 N a a a ® n O N N r. WALL HUNG LAVATOR LAVATORY SEMI - RECESSED MIRROR PAPER TOWEL DISPENSER TOILET SAN. NAPKIN PAPER DISPOSAL DISPENSER 3' -6" N 1 1/2" GRAB BAR TOILET �— PAPER DISPENSER DUAL LEVEL H.C. ACCESS. BARRIER FREE URINAL WATER COOLER 16 " -18" NORTH 5 MEN 121 EAST INTERIOR ELEVATION KEYNOTES 01 PAPER TOWEL DISPENSER (B -4262) SEE PLAN FOR LOCATION 02 TOILET PAPER DISPENSER (B -2888) 03 FEMININE HYGIENE DISPOSAL (B -270) ® 1 1/2" DIA. STAINLESS STEEL GRAB BARS (B -6806 SERIES. 42" & 48 ") g WALL HUNG LAVATORY WITH HOLE FOR LIQUID SOAP DISPENSER ® MIRROR (B -165 2436) W/ STAINLESS STEEL FRAME O 6" COVE VINYL BASE (INTEGRAL W/ FLOOR) PER FINISH SCHEDULE ® 4" RUBBER BASE PER FINISH SCHEDULE ® SOAP DISPENSER (B- 8221), THROUGH SINK MOUNTED. 10 PLASTIC LAMINATE WAINSCOT. (SEE ELEVATIONS FOR HEIGHT) 11 PLASTIC LAMINATE CABINET DOORS W/ COUNTER, SINK AND BACKSPLASH ABOVE PLASTIC LAMINATE CABINET W/ DRAWER, SHELF, COUNTER & BACKSPLASH PLASTIC LAMINATE UPPER CABINET W/ SHELVES 14 PLASTIC LAMINATE UPPER CABINET W/ MICROWAVE SHELF PLASTIC LAMINATE DRAWER BANK 16 UNDERCOUNTER DISHWASHER TOP OF 8' -0" DIVIDER WALL. SEAT COVER DISPENSER (BOBRICK B221) 19 LINE OF NEW STAIR TO MEZZANINE OFFICE. SEE E/TA4.1. O LINE OF NEW STAIR TO MEZZANINE OFFICE FROM WAREHOUSE. SEE 20/TA4.1. NOTES: 1. ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51 -50 AND ICC /ANSI A117.1 (TYPICAL). 2. CONTRACTOR TO INSTALL ALL BACKING AND BLOCKING AS REQUIRED TO MOUNT FIXTURES. 3. PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE BELOW SINKS. 1 ONOMEN 122 EAST 1 1WOMEN 1 122 SOUTH a 13 5/8" Co 18" 2' -1" a O \- LARGE S.S. KITCHEN SINK PLASTIC LAMINATE UPPER CABINET. ALL INTERIOR SURFACES SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. PLASTIC LAMINATE MICROWAVE SHELF ELECTRICAL OUTLET FOR MICROWAVE PROVIDE GOOSE NECK FAUCET PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH FALSE DRAWER FRONT 4" WIRE PULL (TYP.) PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE. UNDER COUNTER AREA CLEAR FOR WHEELCHAIR ACCESS. BASE PER FINISH SCHEDULE BASE CAB. W/ SINK UPPER W/ MICRO SHELF Scale: 1"=1'-0" / / / / / 20 WAREHOUSE INTERIOR ELEVATIONS Scale: 1/4 " =1' =0" 120 SOUTH 21 WAREHOUSE 120 EAST bld- 32b I~ticVitnicu rUh CODE COMPLIANCE eontranwEn DEC 15 "bid City ot Tukwila BUILDING DIVISION ECEIVED DEC 012010 PERMIT CENTER 13 5/8" CO (V a NOTE: PROVIDE BLOCKING AT ALL WALLS TO RECEIVE CABINETS. COORDINATE WITH CABINET MANUFACTURER. (TYP.) 2' -1" PLASTIC LAMINATE UPPER CABINET W/ (2) ADJUSTABLE SHELVES. INTERIOR SURFACES TO BE WHITE MELAMINE. PROVIDE K &V 255 INLAID PILASTER SHELF STANDARDS & CLIPS. 4" WIRE PULL (TYP.) PLASTIC LAMINATE COUNTER W/ BACKSPLASH • DRAWER PLASTIC LAMINATE BASE CABINET W/ 1 ADJUSTABLE SHELF BASE PER SCHEDULE BASE CAB. WI DRAWER UPPER W/ SHELF Scale: 1"=1'-0" d 2' -1" FE' PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. TERMINATE BACKSPLASH AT FACE OF COUNTER AT END WALL LOCATIONS. (TYP.) 4" WIRE PULLS (TYP.) PLASTIC LAMINATE BASE CABINET W/ (4) DRAWERS. INTERIOR SURFACES TO BE WHITE MELAMINE. BASE PER FINISH SCHEDULE BASE CABINET W/ DRAWER BANK Scale: 1"= 1 '-0" EMERALD MOVING Q W Z W J rQn V W W U 0 cc N N W J J W W U Z J z 0 F- W J W 0 W F- z m EZ \0 i co CZ CO Q DO CL J Q rQ V W N co sZ co 0 (206) 325-2553 sheet TA3.O 0 1 °' I CD o PERMIT APPLICATION SET C 0 .0 .0 0 C 10 -124 job no. HC drawn checked 0 I 0) 1 0 0 EMERALD MOVING Q W Z W J rQn V W W U 0 cc N N W J J W W U Z J z 0 F- W J W 0 W F- z m EZ \0 i co CZ CO Q DO CL J Q rQ V W N co sZ co 0 (206) 325-2553 sheet TA3.O EXISTING ROOF STRUCTURE BRACE NEW HEADER WALL TO NEW S RUCTURE R R -30 BA OVER EMI CEILING A OFFICES. INSULATION E OFFICE ARE MEZZANINE '4444444. !!!!!!!!!! it ! i iii! tilt!!! It!!I NEW SUSPENDED CEILING SYSTEM. HANG FROM NEW STRUCTURE ABOVE. SEE STRUCTURAL DRAWINGS. NEW STRUCTURE FOR HANGING SUSPENDED CEILING. SEE STRUCTURAL DRAWINGS. EXISTING FIBERGLASS REINFORCED CONCRETE PANEL NEW TUBE STEEL ABOVE WINDOW FRAME. SEE STRUCTURAL DRAWINGS. NEW 2x4 WOOD STUD HEADER WALL W/ %" TYPE "X" GWB WITH R -13 BAT INSULATION. BRACE BACK TO NEW STRUCTURE ABOVE. NEW 1" INSULATED TINTED GLASS IN ANOD. ALUM. WINDOW SYSTEM TO MATCH EXISTING WINDOW COLOR. NEW 2.75" ANOD. ALUM. STOOL TRIM TO MATCH NEW WINDOWS NEW TUBE STEEL SUPPORT BELOW WINDOW FRAME. SEE STRUCTURAL DRAWINGS. NEW 2x6 WOOD STUD SILL WALL W/ %" TYPE "X" GWB WITH R -13 BAT INSULATION. EXISTING FLOOR STRUCTURE EXISTING OFFICE SPACE EXISTING FIBERGLASS REINFORCED CONCRETE PANEL EXISTING 2x4 WOOD STUD SILL WALL TO BE REMOVED EXISTING RECESSED ENTRY SECTION AT OFFICE Scale: 1/2' =1' -0" 0 I 0 BRACE NEW HEADER WALL TO NEW STRUCTURE R -30 BATT INSULATION OVER ENTIRE OFFICE ARE CEILING AT MEZZANINE OFFICES. NEW SUSPENDED CEILING - SYSTEM. HANG FROM NEW STRUCTURE ABOVE. SEE STRUCTURAL DRAWINGS. / NEW 2x4 WOOD STUD HEADER WALL W/ %" TYPE "X" GWB WITH R -13 BAT INSULATION. BRACE BACK TO NEW STRUCTURE ABOVE. NEW 1" INSULATED TINTED GLASS IN ANOD. ALUM. WINDOW SYSTEM TO MATCH EXISTING WINDOW COLOR. NEW 2.75" ANOD. ALUM. STOOL TRIM TO MATCH NEW WINDOWS NEW 2x3 WOOD STUD SILL WALL W/ %" TYPE "X" GWB WITH R -13 BAT INSULATION. \ EXISTING ROOF STRUCTURE NEW STRUCTURE FOR HANGING SUSPENDED CEILING. SEE STRUCTURAL DRAWINGS. EXISTING FLOOR STRUCTURE } EXISTING OFFICE SPACE EXISTING FIBERGLASS REINFORCED CONCRETE PANEL EXISTING FIBERGLASS REINFORCED CONCRETE PANEL EXISTING SUSPENDED CEILING AT OFFICE AREA EXISTING FURRED CONCRETE PANEL AT OFFICE AREA NEW 3'- 0 "x7; -0" OPENING TO STAIR #1 THROUGH EXISTING WALL. SECTION AT OFFICE Scale: 1/2'="1'-0" 2 "x4" WOOD STUDS ® 24 O.C. WITH 5/8" TYPE "X" GWB WI R -15 BATT INSULATION AT NEW MEZZANINE FLOOR WINDOW HEADER WALL NEW 2" x 4 1/2" ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH COLOR OF BUILDING WINDOW SYSTEM. SEE ENERGY CALCULATION FOR 1" INSULATED GLASS PERFORMANCE. WINDOW HEAD Scale: 1 1/2'="C-0" NEW 2" x 4 1/2" ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH COLOR OF BUILDING WINDOW SYSTEM. SEE �\ ENERGY CALCULATION FOR 1" INSULATED GLASS PERFORMANCE. 2 Y4" ANOD. ALUM. STOOL TRIM TO MATCH WINDOW SYSTEM FINISH. 2 "x6" WOOD STUDS ® 24" O.C. WITH 5/8" TYPE "X" GWB W/ R -15 BATT INSULATION AT NEW MEZZANINE FLOOR WINDOWS. NEW TUBE STEEL SUPPORT BELOW WINDOW FRAME. SEE STRUCTURAL DRAWINGS. SEALANT 8' -0" A.F.F. EXISTING FIBERGLASS REINFORCED CONCRETE PANEL WINDOW SILL NEW TUBE STEEL SUPPORT BELOW WINDOW FRAME. SEE STRUCTURAL DRAWINGS. SEALANT 2' -6" A.F.F. EXISTING FIBERGLASS REINFORCED CONCRETE PANEL Scale: 1 1 /2' =1' —O" SEALANT EACH SIDE WITH SHIM NEW SAWCUT OPENING. SEE STRUCTURAL EXISTING CONC. PANEL EXISTING INSULATION IN FURRING AT EXTERIOR WALL. NEW STEEL TUBE STRONGBACK PER STRUCTURAL DRAWINGS. LINE OF EXISTING WALL FURRING TO REMOVED FOR NEW WINDOWS ENLARGED JAMB DETAIL AT FIRST 'LOOR WINDOWS 1 EXISTING CONC. PANEL NEW SAWCUT OPENING. SEE STRUCTURAL 9' -0" A.F.F. SEALANT LINE OF PANEL BEYOND MATCH EXISTIN R -30 BATT INSULATION OVER ENTIRE OFFICE AREA CEILING VERIFY W/ EXIST. CONDITIONS 4 1/2" WINDOW HEAD Scale: 1 1/2'=1'.-0" LINE OF EXISTING CONCRE PANEL BEYOND e 3' -0" A.F.F. SEALANT " SUSP. CEILING PER PLAN NEW 2" x 4 1/2" ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH BUILDING WINDOW SYSTEM. SEE ENERGY CALCULATION FOR 1" INSULATED GLASS PERFORMACNCE. 7/8" 4 1/2" 6 1/8" �/ / NEW SAWCUT OPENING. SEE STRUCTURAL EXISTING CONCRETE PANEL WINDOW SILL Scale: 1 1 /2' =1' -0" NEW 2" x 4 1/2" ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH COLOR OF BUILDING WINDOW SYSTEM. SEE ENERGY CALCULATION FOR 1" INSULATED GLASS PERFORMANCE. ANOD. ALUM. STOOL TRIM TO MATCH WINDOW SYSTEM FINISH. 2 "x4" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB WI R -15 BATT INSULATION AT NEW FIRST FLOOR WINDOWS. Duo- 3z0 NEW 2" x 4 1/2" ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH BUILDING WINDOW SYSTEM. SEE ENERGY CALCULATION FOR 1" INSULATED GLASS PERFORMANCE. ;• a A REVIEWED FOR CODE COMPLIANCE DEC 15 2010 City of Tukwila BUILDING nllnRIGM 2 "x WOOD STUD FRAMING WITH 5/8" TYPE "X" GWB W/ R -15 BATT INSULATION AT NEW FIRST FLOOR WINDOWS TO CONCEAL STRONGBACK AND ACCOMMODATE ANOD. ALUM. STOOL TRIM. ANOD. ALUM. STOOL TRIM TO MATCH WINDOW SYSTEM FINISH. RECEIVED DEC 01 2010 PERMIT CENTER Scale: 1 1/2'=---V-0" ......................... ............................... 0 I 0) N- (I) o -n PERMIT APPLICATION SET C .0 6 IV 0 c 10 -124 job no. HC drawn ?vim checked 0 I CI 1 .2 ......................... ............................... NEW FURRED CONCRETE PANEL AT OFFICE AREA. 1 X" R-11 RIGID INSULATION ON "Z" FURRING WITH %" TYPE "X" GWB NEW 3'-0"x7;-0" OPENING FROM STAIR #1 TO WAITING. , ........................... ...................................................... .. T 7 T F LINE OF NEW STRUCTURE FOR SUSPENDING CEILING. SEE STRUCTURAL DRAWINGS. A i‘ ; • , , S •••,— LINE OF OF NEW SUSPENDED CEILING AT NEW OFFICE AREA LINE OF FLOOR BEYOND STAIR #1 \ \ A is, R el: is. rs is R I‘ f: il, 11 A 1": A j:, ;„ r: o, A A A h. 1.s. AAAR ;1„is. af 7 ' i .; • y .1772.7-1 •q"A MOM WIRMINN IMAM 7.! ROPPROMVIII IIHRIWitinted 1■1111 01.4 1■111 111111■4 1■11. 11110.-■ 1-41111 011.-4 1-4111111 11111.-■ red V■41° 1■01111 0.41/ 01111.4 0.111111 1-4411 11111.4 1■11111 41111I■1 41111••■ 1-01111 011.-4 1-411111 011.4 0-4111 111■•■ 111111 1■111111 111111.1 Foe 0110.1 I-4118 111■4 0..011 1-.0111 00.1 1-.1111 0■I 0.4111 1111.4 0.011 1■1111 Owl 04111 111■-■ I■1111 1-.1111/ 11110.4 1■111111 1111111.4 ■••11111 am-4 1■11111 111110.1 1■11, 1.•4111 411111•-■ ■•■111/ 1-41111 01110.4 %" TYPE "X" GWB EACH SIDE OF 2"x4" WOOD FRAMING W/ R-13 BATT INSULATION. 1 1/8" PLYWOOD TREAD W/ 34." PLYWOOD RISERS ON 2"x 12" STRINGERS. GLUED AND SCREWED 1 1/2" DIA. WOOD HANDRAIL (VARNISH) MEZZANIN E „. • 1 1/8" PLYWOOD DECK ON 2"x8" , WOOD JOISTS. SPACE STUDS 16" O.C. %" TYPE "X" GWB EACH SIDE OF 2"x6" WOOD FRAMING AT 24" O.C. WI R-21 BAIT INSULATION. 1 1/8" PLYWOOD DECK ON 2"x4" WOOD FRAMED PONY WALLS. SPACE STUDS 16" O.C. AT PERIMETER AND 24" O.C. AT CENTER SUPPORT. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. TYPICAL • SECTION THROUGH STAIR 1 AT OFFICE Scale: 1/2 =1 —0' 12 TREADS © 11' = 11'-0" 12 TREADS @ 11' = 11'-0" 4'-5 1/2" tAlr), 32.-10 5"_ • REVIEWED FOR CODE COMPLIANCE. AP nr NE CDEityc 1 5 01 T u21:ila E3UILDING DIVISION it ................................................................................................................................................................................................................................................................................................................................................................................... PLAN DIM. PLAN DIM. 3/4" PLYVVD. RISERS 1 1/8" PLYWD. TREAD GLUED AND SCREWED TO STRINGERS DOUBLE 2x12 STRINGERS @ CENTER SECURE SIDE STRINGER TO STUD WALLS STAIR DETAIL Scale: 1 1/2"=1'-0" a 0 1■1 1 1/2" WOOD HANDRAIL (VARNISH) W/ CONCEALED MOUNTING BRACKETS 2"x8" JOISTS 1-1/8" PLYWD. TREADS, TYP. 3/4" PLYWD. RISERS DOUBLE 2x12 STRINGER @ CENTER 2x PRESS. TREATED PLATE W/ EXPANSION BOLT IN CONC. SLAB 11 11" • • • . • . .• . • . • . • ... • . . PROVIDE BLDG. PAPER SEPARATION BTWN. CONC. & NON—TREATED WD. STAIR DETAIL Scale: 1 1/2"=r-0" 1-1/2" DIA. WOOD RAIL (VARNISHED) —1/2" 2' -10" TO NOSING HANDRAIL BRACKETS SNAP ON COVER. PAINTED HANDRAIL WITH DETAIL WALL TYPE PER PLANS ANCHOR BOLT TO SOLID BLOCKING AT GWB WALLS WOOD BLOCKING AT NEW WALL. LOCATE BRACKET ON EXISTING STUDS AT EXIST. WALLS. Scale: 1 1/2"=1'-0" ; 1"x WOOD TOP CAP .••• 2"x4" WOOD BLOCKING BETWEEN POSTS AT TOP CAP. • • X" PLYWOOD SHEATHING EACH I SIDE OF 2"x4" & 4"x4" WOOD POSTS AT PERIMETER OF STAIR AND LANDING • I 1 r DIA. WOOD HANDRAIL EACH SIDE OF STAIR. IAG BOLT TO WOOD POSTS AT 4'-0" MAX. AND EXISTING STUD WALL AT OFFICE USING PREFAB RAILING BRACKETS SCREWED TO RAILING. H to HANDRAILS AND STAIRS IN BACKGROUND EXISTING 2"x6" STUD WALL WITH GWB EACH SIDE. 1 v. PLYWOOD DECK ON 2"x4" WOOD FRAMED PONY WALLS. SPACE STUDS 16" O.C. AT PERIMETER AND AT CENTER SUPPORT. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. TYPICAL RECEIVED DEC 0 1 2010 PERMIT CENTER SECTION THROUGH STAIR ii2 AT WAREHOUSE Scale: 1/2"=1'-0" .......................................................... Z Z 41 0 C1 0 C/) tr) uJ 0 CZ) Z CO 0 Lll 9 < 'r :UJ wC') Iii I- 0 E 0 hi (/)-i < W I— 3 cn w z0 2z F— (.f) sheet r CD ca sz co ce co 0— c" 111-1 < LLI < Cr) Lr) CO SZ 00 r-- F-- MOM (206) 325 -2553 F— TA4.1 0 0) I - ..-- a) 4-, o (PERMIT APPLICATION SET a 0 • 6 . - > a) " Cc; 10 -124 job no. HC drawn checked c■ 1 cy, I 0 .— 5 — -0 Z Z 41 0 C1 0 C/) tr) uJ 0 CZ) Z CO 0 Lll 9 < 'r :UJ wC') Iii I- 0 E 0 hi (/)-i < W I— 3 cn w z0 2z F— (.f) sheet r CD ca sz co ce co 0— c" 111-1 < LLI < Cr) Lr) CO SZ 00 r-- F-- MOM (206) 325 -2553 F— TA4.1 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS WAINSCOT . CEILING REMARKS NO. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. FIRST FLOOR OFFICE AREA 103A B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - STAIR 1038 FIRST FLOOR OFFICE AREA 101 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" STAIN 102 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" - 103 CARPET FACT. RUBBER FACT. GWB PAINT - - GWB PAINT 9' -0" SEE SECTION E /TA4.1. 104 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" WOOD 105 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" FACT. 106 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" 107 SV FACT. VINYL FACT. GWB PAINT P- LAM FACT. GWB PAINT 9' -0" NEW FINISHES IN EXISTING RESTROOM 108 CARPET FACT. RUBBER FACT. GWB PAINT - . - ACT FACT. 9' -0" H.M. 109 SV FACT. VINYL FACT. GWB PAINT P -LAM FACT. GWB PAINT 9' -0" NEW FINISHES IN EXISTING RESTROOM 110 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" A 111 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" WOOD 112 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" FACT. 113 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" 114 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" A 115 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT • FACT. 9' -0" STAIN 116 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" - 117 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" 208 118 VCT. WAX RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" WOOD STAIN H.M. FACT. WAREHOUSE 121 SV FACT. VINYL FACT. GWB PAINT P -LAM FACT. GWB PAINT 9' -0" SEE INTERIOR ELEVATIONS 122 SV FACT. VINYL FACT. GWB PAINT P- LAM FACT. GWB PAINT 9' -0" SEE INTERIOR ELEVATIONS 123 CONC. SEAL RUBBER FACT. GWB PAINT - - - - - 124 WOOD PAINT - - WOOD PAINT - - - - - 125 CONC. SEAL RUBBER FACT. GWB PAINT - - GWB PAINT 10' -0" MEZZANINE FLOOR OFFICE AREA 201 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 202 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 203 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 204 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 205 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 206 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 10' -0" 207 CARPET FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" 208 VCT. WAX RUBBER FACT. GWB PAINT - - ACT FACT. 9' -0" DOOR SCHEDULE DOOR NO. Y P E DESCRIPTION DOOR FRAME HARDWARE GROUP RATING SIGNANGE /REMARKS C) v MAT. FIN. MAT. FIN. (PERMIT APPLICATION SET revision FIRST FLOOR OFFICE AREA 103A B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - STAIR 1038 B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - STAIR 104 B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 105 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 106 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 107 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - MEN. UNDERCUT DOOR 1" 109 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - WOMEN. UNDERCUT DOOR 1" 110 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 111 B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 113 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 114 B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 115 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 116 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 117 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 118 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - WAREHOUSE 121 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - MEN. UNDERCUT DOOR 1" 122 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - WOMEN. UNDERCUT DOOR 1" 125 C PR. 3'- 0 "x7' -0" H.M. PAINT H.M. FACT. - - MEZZANINE FLOOR OFFICE AREA 203 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 204 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 205 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 206 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 207 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 208 B 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - 209 A 3'- 0 "x7' -0" WOOD STAIN H.M. FACT. - - STORAGE 3' -0" X 7' -0" S.C. WOOD DOOR WI H.M. FRAME 3' -0" X 7' -0" S.C. WOOD DOOR W/ H.M. FRAME 6 "x30" WIRE GLASS LITE IN MTL. FRAME PAIR 3' -0" X 7' -0" HOLLOW METAL DOORS W/ H.M. FRAME WI 6 "x30" WIRE GLASS LITE IN MTL. FRAME 5' -0" DOOR & WINDOW NOTES 1. ALL DOOR HARDWARE TO COMPLY WITH I.B.C. SECTION 1008, WAC 51 -50 AND A.D.A. 2. PROVIDE INTERNATIONAL SYMBOL OF ACCESS SIGNAGE AT EACH ACCESSIBLE ENTRANCE DOOR. (MAIN ENTRANCE AND EMPLOYEE ENTRANCE) 3. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER I.B.C. SECTION 1008.1.8 4. PROVIDE SAFETY GLAZING PER DRAWINGS AND I.B.C. SECTION 2406. T= TEMPERED GLAZING. 5. ALL STOREFRONT ENTRANCE DOORS TO HAVE 1" TEXT ABOVE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN CONTRASTING LETTERS TO ALUMINUM FRAME. I A 1/4" CLEAR TEMPERED GLASS IN H.M. FRAME T. = TEMPERED GLAZING B 1/4" CLEAR TEMPERED GLASS IN H.M. FRAME DOOR & WINDOW TYPES Scale: 1 /4 " =1' -0" 1/4" CLEAR TEMPERED GLASS IN H.M. FRAME r D 1" INSULATED CLEAR TEMPERED GLASS IN WHITE VINYL FRAME WALL PER PLAN HOLLOW METAL DOOR FRAME - (TYP.) 3 SILENCERS STRIKE SIDE l�lY:.. `:'''�C "'i. lt'�riry s"'.+•r %•4...`a i„k.1y'�'s +: :'")i. DOOR JAMB /HEAD Scale: 3 " =1' -0" DOOR PER SCHEDULE (TYP.) HOLLOW METAL WINDOW FRAME - (TYP.) WINDOW OPENING 1/4" CLEAR GLASS (TEMPERED) `tv �ri �sr:+. tom',•'''. "'' .:?: �?.`�.�:YS n'J �, 4v. •r, :'�`; �S:- WALL PER PLAN WINDOW JAMB /HEAD Scale: 3 " =1' -0" OFFICE SIDE METAL STOP NEW VINYL SLIDING WINDOW WITH 1" INSULATED CLEAR GLASS 1 X WOOD TRIM EASE EDGES AND PAINT WALL PER SCHEDULE 1 X WOOD TRIM EASE EDGES AND PAINT INSULATED SLDING WINDOW JAMB /HEAD Scale: 3 " =1' -0" 1J 14- 31& REVIEWED FOR CODErjCOMPpLIANCE DEC 15 ZU10 City of Tukwila BUILDING nn!ISIfm RECEIVED DEC 01 2010 PERMIT CENTER D 1" INSULATED CLEAR TEMPERED GLASS IN WHITE VINYL FRAME WALL PER PLAN HOLLOW METAL DOOR FRAME - (TYP.) 3 SILENCERS STRIKE SIDE l�lY:.. `:'''�C "'i. lt'�riry s"'.+•r %•4...`a i„k.1y'�'s +: :'")i. DOOR JAMB /HEAD Scale: 3 " =1' -0" DOOR PER SCHEDULE (TYP.) HOLLOW METAL WINDOW FRAME - (TYP.) WINDOW OPENING 1/4" CLEAR GLASS (TEMPERED) `tv �ri �sr:+. tom',•'''. "'' .:?: �?.`�.�:YS n'J �, 4v. •r, :'�`; �S:- WALL PER PLAN WINDOW JAMB /HEAD Scale: 3 " =1' -0" OFFICE SIDE METAL STOP NEW VINYL SLIDING WINDOW WITH 1" INSULATED CLEAR GLASS 1 X WOOD TRIM EASE EDGES AND PAINT WALL PER SCHEDULE 1 X WOOD TRIM EASE EDGES AND PAINT INSULATED SLDING WINDOW JAMB /HEAD Scale: 3 " =1' -0" 1J 14- 31& REVIEWED FOR CODErjCOMPpLIANCE DEC 15 ZU10 City of Tukwila BUILDING nn!ISIfm RECEIVED DEC 01 2010 PERMIT CENTER 1< V) 0 V) W Z V N Z I� > m o wZ Q Q --I Lu W ca 0 s CO CO 0) cy■ W _l < rQ W C% J_ N a0 �. r- � 0 I rn j C) v (PERMIT APPLICATION SET revision 0 c 10 -124 job no. HC drawn checked 0 I m I °; ...o 1< V) 0 V) W Z V N Z I� > m o wZ Q Q --I Lu W ca 0 s CO CO 0) cy■ W _l < rQ W C% J_ N a0 �. r- � GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Segale Business Park, Building 771, Emerald City Movers, Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7 -05 3. DESIGN LOADS a. I. Roof Live Load II. Mezzanine Live b. Snow Load c. Seismic d. Wind Load e. Dead loads f. Special Loads g. Load Combinations See snow load Load 50 psf office plus 20 psf partition. Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 20 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Drifting snow is not required in the design. Ss = 1.39, S1 = 0.48, le = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.93 SD1 = 0.49 Equivalent Lateral Force Procedure used. Basic wind speed (3 sec. gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi - + 0.18 Components & cladding = 12.5 psf Weight of structure. The following special loads are to be considered: Mechanical equipment on roof. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B (Fy= 35,000 PSI) WELDHEAD STUDS ASTM A 108 (Fy= 50,000 PSI) ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy= 36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES ", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER ", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) - STUDS - TYPICAL HEM FIR #2 850 PSI 2 JOISTS & RAFTERS - TYPICAL DOUG FIR #2 900 PSI • PLATES & LEDGERS DOUG FIR #2 900 PSI BEAMS & HEADERS - TYPICAL DOUG FIR #2 900 PSI VISUALLY GRADED TIMBERS (5 "X5" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS) POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR DOUG FIR #1 #1 1350 PSI 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF- N -105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. CONCRETE AND MASONRY ANCHORS (BOLTS, DRILLED THREADED RODS ANCHORS AND REBAR DOWELS) O CONCRETE AND CONCRETE MASONRY - HILTI KWIK BOLT TZ PER } ESR -1917 IN CONCRETE. HILTI KWIK BOLT 3 PER ESR -1385 IN MASONRY. I~ ADHESIVE ANCHORS - U CONCRETE AND CONCRETE MASONRY HILTI RE -500 PER ESR -2322 FOR O CONCRETE. HILTI HY150 MAX. PER ER 1967 FOR MASONRY. 4 SCREW ANCHORS - OC CONCRETE AND CONCRETE MASONRY HILTI KWIK CON II PER ER 5259 4 CAST -IN -PLACE BOLTS - (UNLESS NOTED OTHERWISE) u CONCRETE - EMBED PER IBC TABLE 1911.2 MASONRY - EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 - INCH OF GROUT BETWEEN BOLT AND MASONRY. 3 4 FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE SPECIAL INSPECTION AS NOTED OR REQUIRED BY ER(S) REPORT. SUSPENDED CEILINGS 0 CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE 0 DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CISCA RECOMMENDATIONS FOR r SEISMIC ZONES 3 -4 AND THE ADDITIONAL REQUIREMENTS OF ASCE 7 -05 SECTION IT.. 13.5.6.2.2. PROVIDE SPECIAL INSPECTION AS REQUIRED BY CODE. o* o (ENGINEER NOTE: THIS IS FOR SEISMIC DESIGN CATEGORY D AND ABOVE) LI SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL AND MISCELLANEOUS STEEL. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL M.A.S. M.B.S. N.F. N.T.S. O.F. OPNG. O.T.O. PNL. REINF. R.O. SW SIM. SYMM. T. T.O.F. T.S. TYP. = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH 50' -0" 50' -0" 16' -0" I 1 (E) 4x14 DF #2 (E) W12x22 (E) W12x22 (E) W12x22 (E) F4.0 NEW 38 "x131" GLB NEW 38 "x132" GLB 0 N NEW SIMPSON WBC METAL STRAP BRACING 0 MID SPAN TYP. (E) 64x27 +12" (E) 2" PLYWOOD O I 0 N (E) 58x282 +12" 7-9" (E) 51-x24 +1" NEW 14 "x74" REDLAM LVL CEILING FRAMING © 4 ' -0 oc 9' -9" 8' -7" PARTIAL ROOF & CEILING FRAMING PLAN tr = r-o 16' -0" w w NEW 3 "x16 "GA. BRACING STRAPS TYP. AS SHOWN E 50' -0" I-- NEW 2x6 HF #2 FRAMING w/ SPACING AS SHOWN r AI L I r I- 50' -0" NEW 2x PARTITION WALLS BELOW TYP. (SEE NOTES 1 & 2 3 EQ. SPACES 3 EQ. SPACES 0-- 0---- 3 EQ. SPACES 10' -O" 3), (0 cn / 0 4" T. & G. PLYWOOD SHEATHING ORIENT AS SHOWN w/ 10d x O' -2" COMMON NAILING 0 6" EDGES & 12 "oc FIELD REVIEWED FOR CODE COMPLIANCE DEC 15 2010 City of Tukwila . BUILDING =MN 2x BLOCKING 0 4' -0 "oc PANEL EDGES w/ DEPTH TO MATCH FRAMING FIRST 3 BAYS D -2.1 O iD B1 I I I I I I I I I 2x12 DF -L #2 16 "oc SECOND FLOOR PARTITION WALL FRAMING PLAN NOTES: 8" = 1' -0" 1.) ALL NEW 2x STUD WALLS SHALL BE FRAMED & DETAILED PER TYP. WALL DETAILS & SCHEDULE ON SHEET S2.1. 2. ALL NEW 2X STUD WALLS ARE DESIGNATED P1 TYP. U.N.O. I I I I 1 I I I I I 20' -7" O 0 N 0 N O I 0 N _ 0 0 N RECEIVED DEC 0 1 2010 PERMIT CENTER — 0 LU I— Z. F 7.. _ CID CID ` L:c Ili U 0 2 Z -; 3 C .- .- > L C •ou qoI PIOILOLL N. KEOPANYA drawn J. KIPPLE checked P m r'.. " 0 (E) 2" PLYWOOD O I 0 N (E) 58x282 +12" 7-9" (E) 51-x24 +1" NEW 14 "x74" REDLAM LVL CEILING FRAMING © 4 ' -0 oc 9' -9" 8' -7" PARTIAL ROOF & CEILING FRAMING PLAN tr = r-o 16' -0" w w NEW 3 "x16 "GA. BRACING STRAPS TYP. AS SHOWN E 50' -0" I-- NEW 2x6 HF #2 FRAMING w/ SPACING AS SHOWN r AI L I r I- 50' -0" NEW 2x PARTITION WALLS BELOW TYP. (SEE NOTES 1 & 2 3 EQ. SPACES 3 EQ. SPACES 0-- 0---- 3 EQ. SPACES 10' -O" 3), (0 cn / 0 4" T. & G. PLYWOOD SHEATHING ORIENT AS SHOWN w/ 10d x O' -2" COMMON NAILING 0 6" EDGES & 12 "oc FIELD REVIEWED FOR CODE COMPLIANCE DEC 15 2010 City of Tukwila . BUILDING =MN 2x BLOCKING 0 4' -0 "oc PANEL EDGES w/ DEPTH TO MATCH FRAMING FIRST 3 BAYS D -2.1 O iD B1 I I I I I I I I I 2x12 DF -L #2 16 "oc SECOND FLOOR PARTITION WALL FRAMING PLAN NOTES: 8" = 1' -0" 1.) ALL NEW 2x STUD WALLS SHALL BE FRAMED & DETAILED PER TYP. WALL DETAILS & SCHEDULE ON SHEET S2.1. 2. ALL NEW 2X STUD WALLS ARE DESIGNATED P1 TYP. U.N.O. I I I I 1 I I I I I 20' -7" O 0 N 0 N O I 0 N _ 0 0 N RECEIVED DEC 0 1 2010 PERMIT CENTER [PER PLAN] EXIST. GLASS REINF. PANEL 23' -0" 6" 6' -0" EXIST. WF BEAM PER PLAN w/ 4x TOP R EXIST. 4 "x4" R tEXIST. L6x4 L3x3x-1-x0' -6" WELD TO COLUMN & BOLT TO BEAM 1' -4" EXIST. GLB PER P HOLD 2" CLEAR EXIST. L3x3 BRACE EXIST. W12 COLUMN SECTION A -2.1 EMBED TYP. i" = 1' -0" EXIST. CONC. TILT WALL NEW SIMPSON LTT131 TENSION TIE ®4 " 0.C. INSTALL PER MNFR. RECOMMENDATIONS w/ "0 THREADED ROD & SIMPSON SET EPDXY / NEW SHEATHING PER PLAN GWB PER ARCH. —NEW 2x JOISTS PER PLAN 10' -0" (ARCH. VFt'.) 0 'STARCH. VFY) SIMPSON HUS HNGR. TO LEDGER INSTALL PER MNFR. RECOMMENDATIONS NEW 4x12 CONT. P.T. LEDGER w! 4"0 THREADED RODS 0 2(-0/' O.C. STAGGERED w/ SIMPSON SET EPDXY SECTION E -2.1 2" - 1' -0" 4 — NEW SIMPSON HL33 ® EA. 4x PURLIN TYP. EXIST. 4x PURLINS PER PLAN NEW GLB PER PLAN w/ 2- "0 A307 THRU BOLTS O EA. END TO BEAM FANGE & L3x3 AS SHOWN SIMPSON THA218 TRUSS HANGER TO LVL BELOW EXIST. WF COLUMN NEW SUSPENDED CEILING SUPPORTS BY OTHERS [PER PLAN] 0 z N MOVE FRAMING UPWARD AS REQ. TO AVOID EXIST. SPRINKLER ALT. CON D. @ B -2.1 EXIST. 4x PURLINS PER PLAN- SIMPSON THA218 TRUSS HANGER TO LVL FRAMING BELOW NEW SUSPENDED CEILING SUPPORTS BY OTHERS SECTION EXIST. GLB PER PLAN - EXIST. PLYWOOD SHEATHING NEW REDLAM LVL FRAMING PER PLAN PLACE TIGHT AGAINST BOT. OF EXIST. GLB PLYWOOD SHEATHING PER PLAN CONT. 2x RIM j� BOARD TO MATCH / JOISTS & BLKG. NEW STUD WALL PER SCHED. 144YIl 1'41-14 141YI.14144 SECTION GWB SHEATHING PER ARCH. NEW 2x JOISTS PER PLAN NEW 2x BLKG. PER PLAN w/ SIMPSON LU HNGR. EA. END TYP. NEW SIMPSON LSTA12 STRAP BLKG. TYP. F-2.1 2" - 1' -0" 4 — B -2.1 " = 1' -0" [PER PLAN] 0 EXIST. 4x PURLINS PER PLAN EXIST. PLYWOOD SHEATHING 4_ 2- i "0 x 0' -4" LAG SCREWS 0 EA. LVL CENTERED ON FRAMING EXIST. MEZZ. SHEATHING SECTION J 0 L4x34, (L.L.V.) CONT. EA. SIDE OF STUD WALL NEW SUSPENDED CEILING SUPPORTS BY OTHERS PERIMETER WOOD STUD WALL PER SCHEDULE 15' -0" EXIST. MEZZ. WALL C -2.1 " = 1' -O" EXIST. GLB PER PLAN NEW REDLAM LVL FRAMING PER PLAN [PER PLAN] 10' -0" RCH. VFY ) 2x BLOCKING TO MATCH CEILING JOISTS PLYWOOD SHEATHING PER PLAN GWB SHEATHING PER ARCH. NEW 2x JOISTS PER PLAN 2x STUD WALL PER SCHED. SECTION D -2.1 i" = 1' -0„ WALL FRAMING SCHEDULE WALL CALLOUT DESIGNATION SHEATHING (SEE NOTE 1) STUD SIZE at GRADE EDGE NAILING (SEE NOTE 2) FIELD NAILING (SEE NOTE 2) HOLDDOWN (SEE NOTE 3) NEW PARTITION WALL 5/8" GWB BOTH SIDES 2x6 HEM -FIR NO.2 © 16 "o.c. 1Od 0 8 "o.c. 1Od 0 12 "o.c. NOT REQUIRED P1 Li a cr_ cia Q a a w C) Q - NEW BEARING WALL 5/8" GWB BOTH SIDES 2x6 HEM -FIR NO.2 © 16 "o.c. 10d © 7 "o.c. 1Od 0 9 "o.c. NOT REQUIRED B1 NOTES: 1.) FOR PLYWOOD WALLS SHEATHED 1 SIDE ONLY, SHEATH REMAINING SIDE w/ 2" GWB (FINISH PER ARCH.) 2.) NAILS TO HAVE 1" PENETRATION MINIMUM (3" LONG MIN.) PLYWOOD SHEATHING PER PLAN SHEATHING PER SCHEDULE ORIENT AS SHOWN w/ FASTENING PER SCHEDULE [PER PLAN] 0' -0" d C SPACING DBL. 2x TOP R CONT. FULL HEIGHT DBL. 2x STUD EA. END OF WALL TYP., U.N.O. FULL HEIGHT 2x STUD w/ SPACING PER SCHEDULE 2x BLOCKING BTWN. FULL HEIGHT STUDS © PANEL EDGES TYP. HOLDDOWN 0 WALL END PER SCHEDULE IF REQ. CONT. 2x BOT. R FASTTN TO SLAB OR DECK w/ "0 WEDGE -ALL ANCHORS OR 1'0 LAG SCREWS ® 2 . "o.c. STAGGERED w/ 3" MIN. EMBED (SEE NOTE 1 BELOW) TYPICAL STUD WALL ELEVATION NOTES: 4" = 1' -0" 1.) IF THE WALL IS A SHEAFINALL, PROVIDE SIMPSON BP3 3 "X3" BEARING Rs OR SIMILAR AT EACH WEDGE -ALL ANCHOR [PER PLAN] 0, -0" BALANCE REMAINDER PER "TYPICAL STUD WALL ELEVATION" REVIEWED FOR CODE COMPLIANCE AlanPrIVIED DEC 15 1U10 City of Tukwila BUILDING DIvIRInr v OVERROPENIN STUD 4x8 DF -L NO. 2 HEADER ® BEARING WALL 2x FLAT STUD O NON- BEARING WALL L W R.O. PER ARCH. 2x KING STUD EA. SIDE Duo -3z0 2x JACK EA. SIDE TYPICAL WALL OPENING RECEIVED DEC 012010 PERMIT CENTER ¥ b EMERALD MOVING m a SZ CO OD CL ON LL1Q C '&11)J N 000 D z O F- U Ln N - to N C9 t[) 0 N �- Pn N w - F- 5 CA I. w 0 0th w J 0 Q heet S2. N a "0 ►� W ti 0- o o Z Li a cr_ cia Q a a w C) Q - ► revision .. O c V O 0 c N. KEOPANYI4 drawn J. KIPPLE checked 0 ca ¥ b EMERALD MOVING m a SZ CO OD CL ON LL1Q C '&11)J N 000 D z O F- U Ln N - to N C9 t[) 0 N �- Pn N w - F- 5 CA I. w 0 0th w J 0 Q heet S2. L:'/ 1/2kpre89'/=110110141/26EGALE EMARALO GI rY MOVER6-$ 2.2- 6EGtION6- 16- 1'1011014.dwg, 11- 18 -10, 1:31pm, hank, 16 U a_ cr w N NOTE: PRIOR TO H.S.S. FABRICATION CONTR. TO VERIFY EA. SIDE OF OPNG. WILL MISS ROOF FRAMING MEMBERS & CONNS. 1" CAP R EA. H.S.S. SEAL WELD ALL DETAIL a2 SIM. x N z 0 d a r a2 r DETAIL ABOVE DOOR TYP. DETAIL �a1 EXIST. CONC. WALLS H.S.S. 4x4x 4 STRONGBACK LOCATE PER PLAN DETAIL NEW 4' -3" MAX. R.O. a3 TYPICAL STRONGBACK DETAIL SECTION A -2.2 [15' -0 [13' -0"]� 1" = 1' -0" NOTES: 4 1.) USE 1.0 ALL — THREAD EMBEDDED 4 , " MIN. INTO " 0 HOLES FILLED w /HILTI HIT R-500 ADHESIVE. PLACE ALL — THREAD 90' TO FACE OF WALL. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI HIT RE -500 WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3. HOLD H.S.S. 1" MAX. FROM WALL. 4. ANCHOR HOLE THRU ANGLE TO BE ig" x 1" HORIZ. SLOT CTR'D ON THE 4" DIM. 5. ANCHORS TO BE PLACED © 90' TO WALL. 6. PROVIDE SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.C.B.O. REPORT ESR2322. 7. NO VERTICAL PANEL JOINTS ARE TO OCCUR WITHIN 24" OF NEW DOOR (ROUGH) OPENING. R PER DTL. a2 PER SECT. A-2.2 MAX. R.O. PER SECT. A -2.2 L's 4 x 4 x x O' -4" ELA. SIDE H.S.S. w / "0 ANCHORS SEE "NOTE #4" BELOW SECT. A -2.2 TYP. MIN. DETAIL a1 H.S.S. EA. SIDE OF OPNG. SEE SECT. A -2.2 FOR SIZE MAX. R.O. PER SECT. A -2.2 2" x�LS.S. WIDTH + 1" R w /2— 0 ALL — THREAD BED 41" MIN. INTO "0 HOLE FILLED w /HIT RE-500 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.O. ER2322 N DETAIL PER SECT. a1 a2 NOTE; NO R.O. a2 SIM. DETAIL a3 TOP, BOT. & NEAR SIDE TYP. © ALL ANGLES (PER ARCH.) EXIST. GLASS REIN. PANEL 4 15' -0" NEW 2x6 BRACE TO REDLAM LVL I1 FRAMING ABOVE PROVIDE 3— 1 10d x O' -3" NAILS EA. END r NEW 2x STUD WALL PER SCHEDULE NEW H.S.S. 5x54 COLUMN TO COLUMN w/ CONN. PER DTL. © RIGHT NEW WINDOW PER ARCH. NEW H.S.S. 4x2x* COLUMN TO COLUMN w/ CONN. PER DTL. CO RIGHT NEW STOOL TRIM PER ARCH. NEW 2x STUD WALL PER SCHEDULE EXIST. PLYWOOD SHEATHING l \/ EXIST. TJL FLOOR FRAMING SECTION B -2.2 " - 1' -0„ • 4 - EXIST. GLASS REIN. PANEL NEW J -LS.S. 4x4x x1' -4" ANGLE SEAT H.S.S. TO L4x4 NEW H.S.S. BEAM EXIST. WF COLUMN PER PLAN L4x4 TO. BM. FLANGE COND. © WF COLUMN pig- 3z10 REVIEWED FOR CODE COMPLIANCE City of Tukwila BUILDING fig imm RECEIVED DEC 0 1 2010 PERMIT CENTER N a ..a ILI I- Cl- -I 0 c/) cc .= n J w u-i U 7 3 revision O C rt o 6 C 0 -0 I- .0 N. KEOPANYA drown J. KIPPLE checked e r a ID _' - 13