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HomeMy WebLinkAboutPermit D08-499 - WESTFIELD SOUTHCENTER MALL - MARINERS TEAM STORE - TENANT IMPROVEMENTMARINERS TEAM STORE 800 SOUTHCENTER MALL D08 -499 Parcel No.: 6364200010 Address: 800 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: MARINERS TEAM STORE Address: 800 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: SHAWN RAFFERTY Address: 119 S MAIN ST SUITE410 , SEATTLE WA 98104 Phone: 206- 624 -3210 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 718 -0960 Contractor License No: BNBUII*990K3 CityV 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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: DEMO EXISTING INTERIOR TENANT WALLS AND STOREFRONT. CONSTRUCT NEW INTERIIOR AND STOREFRONT Value of Construction: $170,000.00 Fees Collected: $2,931.60 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -499 Issue Date: 12/08/2008 Permit Expires On: 06/06/2009 Expiration Date: 09/12/2009 doc: IBC -10/06 D08 -499 Printed: 12 -08 -2008 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: Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 City GO 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 N re)kW /E t# Permit Number: D08 -499 Issue Date: 12/08/2008 Permit Expires On: 06/06/2009 Date: 1)-- "S I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf9rmance of work. I am authorized to sign and obtain this development permit. Date: 1 6 /C 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. D08 -499 Printed: 12 -08 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: • 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 800 SOUTHCENTER MALL TUKW MARINERS TEAM STORE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -499 ISSUED 11/24/2008 12/08/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: 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. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -499 Printed: 12 -08 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • 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 15: 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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: Cond -10/06 D08 -499 Printed: 12 -08 -2008 • 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 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: 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) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 31: 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) 32: 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) 33: 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) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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 doc: Cond -10/06 D08 -499 Printed: 12 -08 -2008 • 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 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) 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -499 Printed: 12 -08 -2008 • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: Cote 15 doc: Cond -10/06 D08 -499 Date: / ��o [ ordinances governing or local laws regulating Printed: 12 -08 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tuk-wilawa.us goo SOVTi•i Site Address:_ 46,9121 4C,P;1 -4 124.'vD Tenant Name: 4 iV Wt •?'R+E Property Owners Name: 1piC T'FNLs2 ding Permit No.'' Mechanical Permit No. Plumbing/Gas Permit No Public Works; Permit Project No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: ('o Re 1 -12-000 I D Suite Number.i— Floor: New Tenant: gl Yes ❑ ..No Mailing Address: t1 (G01 In}ll. 1 • ' t H11-1 s c a r . Let Ai-16c LA6 rtik Cit Slate 0 tc ):'Z6 Zip CONTACT PERSON . -= do we n your per ready to Name: SG.4A Wll ri Mailing Address: 1 1 S. M dL ST SU1TE. jo E -Mail Address: 4/10kAAAAr eIG;10.COW't- Company Name: 14413 U 1Vb5t'LS 1 /ti1G Mailing Address:�p0 E . SU 1T6_ , Contact Person: MA l - Z / -) i frI E -Mail Address: t 0. �Ir • 1Z a n . Contractor Registration Number: ' 1-4B 1a'`ggb IL-3 Company Name: M8 Mailing Address: I IC S. YvAi1J 61 5V I1 4/Q Contact Person: SriA1 G . 'IZil1c gri E -Mail Address: S1/10..voiV(*PV- • Gvl+1, Company Name: E -Mail Address: v i • Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: . 67. D `_ - cMrrLP VJPI 10l-1 City State Zip Fax Number: '9 . (off . 3jLt3 GENERAL CONTRACTOR INFORMATION -- (Contractor Information for 1Vlechanical (pg 4) for Plumbing and Gas Piping (pg 5)) fir.. wP Q8 Iz I City State Zip Day Telephone: - 2o . 7 (S . X784 Fax Number: 74:3' Co . 362- • 4D Expiration Date: C ' 12- 0") ARCHITECT OF RECOIF A ] plans must b by Record amp ei Architec srA tAA- q$ (Ot./ City State Zip Day Telephone: (. . (QV , 3Z1 D Fax Number: . Cp ZM . :SZ•L13 i f Reco ENGINEER OF RECORD - All plans must be wet stamped by nginee Mailing Address: ti-1. bL ` A?r1 f7v.-1 - T_r> . SU rir, W�� T City Contact Person: 1 \ 1...4.-1' 1/l0f .L !� I o#'i� Day Telephone: SO Fax Number: Szq wPc °t of State Zip (c(d -t .51 S( Ca (a5. S Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 1 00O Existing Building Valuation: $ 053 IQ:6bl tbO Scope of Work (please provide detailed information): 1)024.0 ' 11-410 Ict2- t'JKl Pc1/4_1 -7rbZ —o> —. rs141a r L' re-1"C" Will there be new rack storage? ❑ Yes 0 .. No If yes, a separate permit and plan submittal will be required. Provide All Budding Areas in uare r oo age B Floor r Floor 00 Floors ment Accessory Struc Attached Garage Detached Gt Attached C. Detached C Covered Deck Uncovered Deck t "lG 1 tev Addition to Existing Structure toe S� 1'5Z1 Type of Occupancy per IBC M PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Fr No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permit Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW E$rOR AUTHO Signature, Date Application Accepted: Q: Wpplications\Porms- Applications On Line\3.2006 - Permit Application. doe Revised: 9 -2006 bh Date Application Expires: Date: I I _ 20 Day Telephone: 2 p • (p7.1-4 .3210 Print Name: SHkw 1V G Zit} Mailing Address: 1 1 5- •7()1 h JO WA' Icy"'t City State Zip Staff Initials: Page 6 of 6 Receipt No.: R08 -03811 Initials: WER User ID: 1655 Payee: B N BUILDERS ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: D08 -499 Address: 800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/24/2008 Applicant: MARINERS TEAM STORE Issue Date: Payment Check 38021 2,931.60 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: $2,931.60 Payment Date: 11/24/2008 10:01 AM Balance: $0.00 1,774.00 1,153.10 4.50 Total: $2,931.60 9890 11/24 9707 TOTAL 2931.60 Printed: 11 -24 -2008 Project: M 4 R/ vfi?$ 7Y /iin s Type of Inspectioe: ye pg 1:-. ,t/4 I Address: Too Sv. ( )199/1 Date Called: Special Instructions: ' ' l G 7 4 Al 7 C j Date Wanted: , / jo w/��CF� Requueesster: Phone No: ,,Z e6 - z/1/ -5" e4 9 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: P. /7 1& y►-,ei /F fe l Ftia2/ . St IDIA REINSPECTION FE ` ' EQ IRED. Prior to inspection, fee must be t 6300 Southcenter Bl d., Suite 100. Call to schedule reinspection. spector: Recel . t No.: 'Date: V�- Project: m / ,q i Di Ai c 0 S-rc Type of Inspection: 6 L fl ,G i 1U () Add ess , ,, ,, ,1/44,4 ate Called: I t e d: Special Instructions: Date Wa 2� ►��� � ^ . Requester: Phone No: , C c 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit by 8 -1 4 5'9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `® Approved per applicable codes. Corrections required prior to approval. COMMENTS: I iIvzIk)6 - tIPPPO4J \ Inspector: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: i 7 Proj Type of Inspection: Adams: /Mg/ / Date Called: Special Instructions: _ Date Wanted: / - _d -65 p.m. Requester: Phone _7 6- L� / -- - Fb INSPECTION RECORD Retain a copy with permit o. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO 4 ENTS: Date: 0. REINSPECTION FE REQU RED. Prior to inspection, fe must be a'. at 6300 Southcenter B vd., ite 100. Call to schedule reinspection. Re ipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. Project: . �— /9 /RAJ' S / to*r7 Roe, of Inspect S /C /- g m-4 ,"/ G Add ess: gryoe /77 Date Called: Special Instructions: .+ Date Wanted: 2 0— 0� pm. Requester: Phone No: aa6 - /s/- st .J INSPECTION NO. INSPECTION RECORD Retain a copy with permit oog -sue; PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspect Approved per applicable codes. Corrections required prior to approval. COMMENTS: / — ,0 1 4 711 r/tX 1 /71froveZ Date r 0.00 REINSPECTION FE. REQUIRE . Prior to inspection, fee must be r paid at 6300 Southcenter 81 d., Suit 00. Call to schedule reinspection. (Receipt No.: (Date: Proe t: j VAS'.J' /s 4o:9/r) Type of Inspection: /- .0.9/7 Address: Sol: ,' V4 /( Date Called: Special Instructions: Date Wanted: 1 ' 7 ,,„� p.m. Requester: Phone No: "g — 996 %r6 / COMMENTS: ;n . Inspect • Re ipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. 0 Corrections required prior to approval. ,Li, She 4-2/m0i fir 4,‘‘,"" El 60.3 0 REINSPECTION FEE R QUIRE ' Prior to inspection, fee must be pa at 6300 Southcenter Blvs ., Suite 00. Call to schedule reinspection. Date: Date: fag 4 PERMIT NO. (206)431 -3670 Project: 01 A4..1 , c✓l ...57v Type of Inspection: i,�- I ' .te r../ Address: bra© 5 c »-4 Suite #: Contact Person: 57 - ..z= Special Instructions: Phone No.: Occupancy Type: Needs Shift Inspection: Sprinklers: Are Alarm: _ Hood & Duct: Monitor: Pre =Fire: Permits: - Occupancy Type: • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ij g4 5 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 proved per applicable codes. n Corrections required prior to approval. COMMENTS: � r— Ins pector: Date: 1 0l X0,1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from .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 Project: Yh 44 4t ,ts Sr® -. , Type of Inspection: ` .., Address: 70o So..4 -e, 0 /204', Suite ##: Contact Person: ,.. .G v � ✓ Special Instructions: . _ � _.. •Phone No.: Q.©4 • sJ _ lid Needs Shift .Inspection • ' 4 .• Sprinklers: Fire Alarm: H ood & Duct: r Monitor: x, �. Pre-Fire: � : __ _ _ ,,r a • Permits: } O ccupancy�y p e : r 9 7 t:�i'..kR7TS� -au.� �FC�!;� �3�s�.r �. =r•:= ., !.nr�'wae:*.±.—t ;"..�cr. ,+YY ?�%�,Y• .SGNa.�i�Y�tT.Ji�AaiSf+MVi • A, • 3 INSPECTION NUMBER • . • SPECTIO RE sORD Retain a copy with permit • CITY OF TUKWILA FIRE DEPARTMENT idtql PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 A pproved per applicable codes. COMMENTS: • 7 Inspector: 5) 5) Date: zizyieof Hrs.: / $80.00 REINSPECTION' FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. z • w • : ' - Word /Inspection. Record Form.Doc 1/13/06 . ,1 n Corrections required prior to approval. T.F.D. Form F.P. 113 jest: , :NcAS I S fe Type of Inspect . 5r u ill Address: goo s. C , me -/.- Suite #: Contact Person: Special Instructions: _ Phone No.: Need s Shift Inspection: • Sprinklers: Fire Alarm: Hbod & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER !fir r . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT • PERMIT NUMBERS `• 444 Andover Park East, Tukwila, Wa.98188 206- 575 -4407 . n Approved per applicable codes. COMMENTS: F - 1 Corrections required prior to approval. SP N - o K • Date:. 2 y/c7 7 Hrs.: ( n $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 Noject: Illki wirlx-, r,„... cnra.... Type of Inspection: - Seat Address: 40o 0 Suite #: C AA Contact Person: Special Instructions: • Permits: Phone No.: to Needs Shift Inspection: . • - . Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre-Fire: • Permits: Occupancy Type: - --- INSPECTION NUMBER ' , • CITY OF TUKWILA FIRE DEPARTMENT 444 Andovel ParI East, .Tukwila Wa. 98188 206-575-4407 4-A-- pproved per applicable codes. n Corrections required prior to approval. COMMENTS: OR 1" Inspector: $80.00REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Ward/Inspection Record Form.Doc I i - .4 - 4004ts INSPECTION RECORD Retain a copy with permit Do_t. 03 - I Date: As /01 Hrs.: ) PERMIT NUMBERS 1/13/06 T.F.D. Form F.P. 113 •.4 p. Project: M , 1 5 ,q., bet Ty a of Inspection: 4 t ,,,- -. Address: SOU Sc Suite #: p Contact Person: Pre -Fire: Special Instructions: - Phone No.: I Needs Shift Inspection: - Sprinklers: - • _ Fire Alarm: ,,,- -. Hood & Duct : Monitor: '' Pre -Fire: Permits: Occupancy Type: r.,, - . ?z.v .�c.�r'F.3..a s�r`_�cx4.na - :•-r%c v> -+ --e. =32: _>:F,•- ri3Sr= "KU'�"�tn7e.as.*�,;:= n..:a:G?C x •`! Inspector: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila ,.Wa..98188 206- 575 -4407 er- I I Approved per applicable codes. COMMENTS: w Off, In N- -O.O 140 - A00 m'C. P, ._ cA t.1 to - -to Y,kr'NCA4 titrsc, 5 fl \1 hiEt, (,0 - 1xi () -terra ° tir 011, g i 2_ Word /Inspection Record Form.DOc INSPECT ION RECORD Retain a copy with permit • 1/13/06 DOS-- M ofi - - s4_0 PERMIT. NUMBERS corrections required prior to approval. D 1p-3 f t j rs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a.reinspection.. T.F.D. Form F.P. 113. r 1 , • 0 , 0 , 0 pi , 0 Mariners Team S iifo • • • • Entrance Framing . Westfield - Southcenter Mall • . • • 0 Tukwila, Washington • • • o Structural Calculations 0 0 0 0 e o ,, PKJB Architecture Engineering o Phillip Van Heyningen, PE 0 1 112 Olds Station Road, Suite B Wenatchee, WA 98801 (509) 664- 5181 Vdtava.. philv@pkjb.com ILO C f 0 • • • • • o Job No. 08094 November 20, 2008 r c - s zoos 0 "�� ru�b Vlsa • 0 0 0 SIOIVI 0 o.� AN HErti ,, `� wAs '` i • 1 V H� '' c 1 4 1 � 000 �„ 1 P' q 28655 0 O �IS1 0, SY4 L 0 0 EXPIRES 2 ?- I l /w / 0 RECEIVE NOV21 • D.0„8- 1 113 Pk,10111 • 5'—O " 4" MTL STUDS © 24"o.c. 1O'—J 5'—O ._. ■■••••■■■■ HEADER— 6" "BOX BEAM" PER DETAIL 12/A3.0 HEADER— 8" "BOX BEAM" PER DETAIL 12/A3.0 DOUBLE 6" STUD POST / / / 5'—O " 4" MTL STUDS © 24"o.c. 1O'—J 5'—O ._. ■■••••■■■■ HEADER— 6" "BOX BEAM" PER DETAIL 12/A3.0 HEADER— 8" "BOX BEAM" PER DETAIL 12/A3.0 DOUBLE 6" STUD POST MAX E - twat = tc3c S1 4V4 = t °'- 3 . Sl s tL frt-o sc - I fi (0.Q43 2.6o3 IL /s caw GFY : roP * S TPL ,J Vtaw t L. 2 "N2 I 85c. x 9' Wi (3)44o s S o- tr6-1 si Vi E ' (`n�fLiNr�S S?t�2� VIEW $oxr2 v S i loon ,0 343 Coao S 1(7_-o5+ Nth Sisk-4 Teo -1 ow'' Cis Lu N ATrAett r FJ1 Tb g SS t SS CoL ST? L SS 4x4x3/4, CcsIL -LJ? x 4IZ-- TRAeb SWPPce.T Cc.L SASE 4 'it.lox$Kcs 4v/ ( �8 f x 3" S I r 'so/.3 Hit TI TENS sL- C.o IL LL Uao- TI2ACK ATTN FS ASS b tier (TL ( ' / o ScS.E.W S (ac TiLS -c 43 4 GOOS /62. -o43 V.,/ 0. I4C" 96 POD.,,— A CTUA?rJ FA S Antra U.sP o.c. To 6aSs T ? ( C C. - mn) MI Tom-- Siub sQ4 gr,41 / Sc r- s / L ` - r * PcT SIDE, (5 4 X I. sNTcZs- o43 TRACgt c Cr 8S )(o2- 05+ STLt►q s. p Siu Combined Axia and Lateral Load Tables 1; Wall;; ; Spacing ' Height�M '(Ini) 350S162- (mils) •K` 50 ksi' 68 ', r 2.03 2.76 1.86 2.76 1.49 6 2.51 1.80 2.66 • 1.57. • 2:53' 1.13 2.09 1.53 ° 2.44' 1.26 ° 2.17 ° 0.78 3 1.68 1.00.3 1.78 6 ' 0.71: 1:47: • 0 :18 2 • 0.91 0.56 2 1.19 3 0.26 2 0.87 2 0.32 2 0:72• 0.42 2' 33 ksi, 3625137- (mils) ''''', 50 ksl„aA, 1.67 2.32 1.50 2.32 1.16 6 2.04' 1:.48' ' 2.26 1.25° 2.10?: 0 :86 2 • 1'.70 ° 1.24 ° 2.05' 1.00 1.80 ° 0.56 3 1.35 0.80 1.50 °:. :0 :53. .1.21; 2 ' ; 0 :69 2 0.42 2 0.99 2 0.14 2 0.69 2 0.16' _0.13' • • 0:58. 0:29 7; ;7 50 ksi 33 43 ' 54 ,•• ,.68 2.08 2.85 1.96 2.85 1.59 ° 2.64 1:90 ..2.75 1.67 2:67 1.63 ° 2.59 1.37 ° 2.32 ° 0.88 3 1.82 6 1.10? •1:93 °• 0.80.3 . 0:26?• 1.04 2 ; . 0.65 1.32 0.34 2 0.99 2 0.42 2 •:0:29 0 ° .83'x: 3625200= (mlis) ;; ' 50ksI 33 ksi :•54 2.49 3.50 2.41 3.50 2.00' 3.30 2.34 3.37' 2.08 3 :31. 1.60 ° 2.80" 2.04' 3.19 1.74 ° 2.87' 1.20 2.29° 1143: 2:38. • 1.08 2 °, 0.47 2 ' 1'34.3 0.88 1.65 0.53 1.26 0.58 2 0 :• 064 0:11,2 •, 0.68?` 8 12 16 24 9 12 . 16 24 10 12 16 24 12 12 16 24 14 12 16 24 16 . ; .16: 4.09 4.09 4.09 3.83 3:83 • 3.71 8 3.53 3.53' 3.11 ° 2.83 . 1 2:54 2.03 2.02 3 5.14 5.14 5.14 4.80 4.80. 4':80': 4.43 4.43 4.40 ° 3:64 ° 3 :57 3.07: 2.85 ° 1.73 2 2.56 3 1.22 2 2.05 2 .:1.41. 1 :13,' 1 :80 2 . 0.85•?•• •.1.32• 15 psf Lateral Load en; 3.42 4.42 3.42 4.42 3.42 4.42 3.27 4:19 3 :27: 4.19 • 3.21 6 4.19'7 3.07 3.91 3.07 ° 3.91 2.74 ° 3.83 6 . 2 :56 6 3.30.• 2 :30?• •'3.18°' 1.84 2 2.70 3' 1.86 3 2.56 3 1.59 2 2.28 3 1.13 1.79 •1:31. • :1.87 1' 1.06 2 1.60' 0 :61: ?:•:.•. 4.27 5.44 4.27 5.44 4.27 5.44 4 :04' .:5:12' 4.04: :•:•5.12. 5:12' 3.78 4.75 3.78' 4.75 3.40 ° 4.75 ° •3 :94'..; •,2 :81•.e: 3 :93'8: '2:27 ? ••3.40: 2.24 3 3.14 ° 1.93 3 2.83 1.40 2 2.30 2 .1.58 :2 :311' 1 :20.. 2:01. • 0:77 :' :50'?� 5.34 6.76 5.34 6.76 5.34 6.76 5.02 • 6:32' 5.02 .6.32. . 5.02 6.32' . 4.68 5.85 4.68 5.85 4.32 6 5.85' 3.89' 4.82 3.54. -" ' 4.82 °' '2.92 '4.34* 2.80 6 3.92 ° 2.45 3 3.58 1.84 2 2.98 3 2:00? .2.91'3' 1.66 2 2.58' 1.07 < • • 2 :01 1 Deflection exceeds L/120 2 Deflection exceeds L/240 3 Deflection exceeds L/360 See Combined Axial and Lateral Load Table Notes on page 20. SSMA 7.56 11.50 7.56 11.50 7.56 11.50 758. . 1.1 :..7".56'i; •:11,:511. ' •'11:50' 7.56 11.50 7.56 11.50 7.56 11.50 :• I 7.52• 11.50 15:60 7:52 • 11::59 :5:60 • ••.7:52' 1:1.`50 5.32 7.13 11.28 5.32 7.13 11.28 5.32 7.13 11.28 '4.94:. •..6:62:: 10 :42. •• 494 662::;10:42:':• . .4:94.4616/444042V .72 5.72 5.72 6005200:(mils)' ;:, tiz: 33,ks�••tti`I, " "rr. 5Q kst2 8 12 16 24 • 9 12 ' 16- 24 10 12 16 24 ' 12 12' 16 24'' 14 12 16 24 18 12 16;.•'; 1.88 2.62 1.88 2.62 1.88 2.62 2.62 1.88' • • 2.62 • 1.88' ' 2.62 1.88 2.62 1.88 2.62 1.88 2.62 1.88 2:62 • 1 :88 2.62 : 1.88' 2.62 1.88 2.62 1.88 2.62 1.86 2.62 1.88' 2:62• 1 :88 . 2.62; 1:64. ::• 2:62W- 3.90 5.14 7.62 3.90 5.14 7.62 3.90 5.14 7.62 3:90 • 5.14 •'•'7:62 3.90 5.14 7,62... 3.90 5:14 7 :62 3.90 5.14 7.62 3.90 5.14 7.62 3.90 5.14 7.62 3.90 '•'194 •.762:' 3;90. .' 5.14: ' 7.62 3.90 5:14 7:62 3.90 5.14 7.62 3.90 5.14 7.62 3.90 5.14 7.62 3 :90 . 5:94 •7 :62 .. .3.90 5.14 7:62 ; ,3:90a •� 5:14J 5 psf Lateral Load 2.55 3.52 2.55 3.52 2.55 3.52 2 :55 '3.52' • 2.55 3.52... • 2:55 9.52 •; 2.54 3.52 2.54 3.52 2.54 3.52 2:49 3:44 , 2:49. 3:44 • 2 :49 : •" 314 2.40 3.33 2.40 3.33 2.40 3.33 2:29• 3.17•. 2•:29. • '3:17 •:2 :09? „_3417.^ 2.99 4.44 2.99 4.44 2.99 4.44 • 297 ,•;;4:40 2 97 . 4:40 '2.97 •4 :40. 2.95 4.35 2.95 4.35 2.95 4.35 ;'2:68:: • '4.22 ' 2.88 .4 , 2 g 2.78 4.04 2.78 4.04 2.78 4.04 •2.65 .•.3.82` 2'65: 3 82 7.56 10.02 15.60 7.56 10.02 15.60 7.56 10.02 15.60 '7.46 • .9.89 15.38 ' 7.46 • 9.89 • 15:38 7.46 :9:89 • 15:38 : 7.33 9.72 15.11 7.33 9.72 15.11 7.33 9.72 15.11 6 99 • 9.27 14.40 -6:99 9.27 14:40 ' -6.99 9.27 •:14 :40. 6.55 8.68 13.45 6.55 8.68 13.45 6.55 8.68 13.45 6 ?0!- '7:97 . 12.32. '6:01 -7.97• • 12 :32 r6:01•::•::�:7,97 • .12:32':• Wall,, Spacing Height 800S137.= (mils) r, X 33 l' • 1.50 ksi 68. 8005162,(mils)� : 68 .. 97. E is ` 8005200 (mils), v 33 ks ; 50 ksi a iN l V54 8 9 10 12 14 16 12 16 24 12 16. 24 12 16 24 12 16 24 12 16 24 12 16 24' .. 1.79 2.50 1.79 2.50 1.79 2.50 1.79 . 2 :50 -1;79 :2 :50 '. 1.79 .'2.50 : 1.79 2.50 1.79 2.50 1.79 2.50 1.79 2.50 •; 1.79.. 2:50 1.79 ' 2.50 1.79 2.50 1.79 2.50 1.79 2.50 1.79 2.50 1.79. `=2.50 ' 1'.79 . 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3:62 4.80 7.27 4.80 7.27 4.80 7.27 4:80 7 :27 4 :80 7.27. 4.80 . 7.27 4.80 7.27 4.80 7.27 4.80 7.27 4.80 7.27 4 :80 7.27 • 4.80 7.27 • 3.62 4.80 7.27 3.62 4.80 7.27 3.62 4.80 7.27 3.62 :4:80 7.27 3 4.80 -7.27 ,3':62•. •, :4.80. 5 'psf Lateral Load 2.49 3.44 2.49 3.44 2.49 3.44 2 :49' • 3:44 2:49• 8:44 2:49' • 3.44• • 2.49 3.44 2.49 3.44 2.49 3.44 2.49 3.44 2.49 3.44' : • 2.49 '3 :44:' 2.49 3.44 2.49 3.44 2.49 3.44 2:49 3.44 2.49 •3 :44: • +2:49 5.51 7.32 11.33 5.51 7.32 11.33 5.51 7.32 11.33 • •5 :51•.•' 17.3• 11 :7.32 ;MO!' • 5751 • • 7.32' • :11'.33:=: 5.51 7.32 11.33 5.51 7.32 11.33 5.51 7.32 11.33 5:51; . :7:32: •. 1l :33' , • 5:51 • 17:32- 11 4•' 5.51 ' ' '7:32' 11 :33 5.51 7.32 11.33 5.51 7.32 11.33 5.51 7.32 11.33 5:51 • :7 :32• '.11:33 5:51. , :7:32 11:33:.; 5;51 • :7i32w.f1,133.,•7 3.07 4.58 3.07 4.58 3.07 4.58 : 3:07 :4:58 • • 4.58 3 :07• .4.58 3.07 4.58 3.07 4.58 3.07 4.58 3:07' • 4.58 .; '3:07 .. 4:58 • 3.07' 4.58 . 3.03 4.51 3.03 4.51 3.03 4.51 •4.40 •:2:97.. 4.40 . ,2:97. 44:40_ 7.85 10.38 7.85 10.38 7.85 10.38 :7 :85 10:3'8 785 '10.38 .7.85'- -10.38 7.85 10.38 7.85 10.38 7.85 10.38 7.85 -10:38 7 :85..10:38 • 7 :85' ' 10.38 16.07 16.07 16.07 :16.07 ' 1,6:07 '16:07 16.07 16.07 16.07 •16 :07 1:6:07. -; 16:07' 7.70 10.25 16.07 7.70 10.25 16.07 7.70 10.25 16.07 7.41 9.87 15 :52 7•:41 '•.• 9.87, 15:52•:' ,7..41.- : -9 :8 , 6 Deflection exceeds L /600 7 Deflection exceeds L/720 - If not noted, deflection is less than L/720 21 :Section*. Yield Strength "- ..- '+(ksi) .:;..:y ` .,..<3 (ft) ..r. ;. ,.'4'(ft) V •• SPAN • 5 (ft) ::.r6i 6 (ft) < . `.:8 (ft).:..:. ;{ - :10 (ft) .rg ..: ,12.(ft).;: 550S162-33 33 893 a 670 a 536 a 374 a 210 a 127 a 73 e 5505162 -43 33 1982 O. 1232 e.:. •: • • 789 • • • • . 5 4 7 . 6 . . . • . 3 0 8 . 6 .• • 164 e . • 95 • 550S162 -54 33 2779 a 1563 a 1000 a 694 a 390 a 203 117 550S162.54 • . • 50 • • . . 3643e 2049 e• • 1311 e 910.e • 396 a .. • 203• • • 1.17 550S162-68 33 3514 a 1976 a 1265 a 878 a 488 a 250 144 • 550S162 -68. -.50 . 5176 :0. 2911.e 1863 ... 1.157.6 , • • 488.•.• •250. . • 144 600S137-33 33 816 a 612 a 489 a 373 a 209 a 134 a 80 e 6005162 -33 33 816 a 612 a 489 a 408 a 237 a 152 a 90 e 600S200 -33 33 816 a 612 a 489 a 408 a 254 a 162 a 104 e 6005137 -43 • • 33 • . 1810 a •1233 e . 789 e. 548.e : 308'e 178a 103 6005162 -43 : '.33•: . •18100• . 1357e' 889' 617 :e .3470 • .202•e • 11.70 • 600S200 -43 33 1810 e ' 1357 a • .919 a .638 e .•: 359 :e . • • 229.e 135'e 600S250 -43 33 1810 0 1357 e • ..967a ' . 671 e • ' '377:e 241 a 155 e 600S137-54 33 2812 a 1581 a 1012 a 703 a 395 a 127 -110•600S162-54 33 3135 a 1763 a 1128 a 783 a 440 a 250 a -6- • 144 600S200-54 33 3566 a 2006 a 1283 a 891 a 501 a 290 a 167 600S250-54 33 3392 a 1908 a 1221 a 848 a 477 a 305 a 193 e . 6005137 -54 .50 • 50 3610•e 2269 e 3610,`e 2313 }e : 1452.e 1008 e 429.e 1480'e•; 1028 O. • •,488 e • • . 220•• . 250. 127 - 600S162-54 144. •; 6005200.54 50 ' 3610a 2500 e '..• 1600 e: ' • 11:11 e . : • 566•e ; : ' •• 290•e • 167 • ; 6005250.54 • 50 3610 a 2666'e • • 1706 e • 1185 e • • 641 e : .328 e • • 190 • 600S137-68 33 3562 a 2004 a 1282 a 890 a 501 e 270 156 600S162-68 33 3968 a 2232 a 1428 a 992 a 558 a 308 178 600S200 -68 33 4506 a 2534 a 1622 a 1126 a 633 a 358 a 207 600S250-68 33 4456 a 2506 a 1604 a 1114 a 626 a 401 a 239 . 6005137 -68• .50. 5274e . 2966 e • .. 1898a • . • • 1252e: • 528:•e . ••270. .. ' :156 • 6005162 -68 . • 50 • • • 5846:e 3288e;•: .•.•' 2104e • ..1426,e . • X601 a .• '308 .' •• ••178 • :: . 6005200: -68: . . : . 50. - 6475 e . • • 3642 e • • • • 2331';e • .1618 e . • 700 e : •. :' 358 • • • • • 207 • : : 600525068.' • • '• • 5954 e'• . • 3349'e :• . 2143•e •` . 1488 a -• • 807.0.: •,' -'• 413:6' ' ' 239 600S137-97 33 5108 a 2873 a 1839 a 1277 a 715 366 211 600S162 -97 33 5685 a 3197 a 2046 a 1421 a 799 419 242 600S200-97 33 6443 a 3624 a 2319 a 1610 a 906 a 490 283 600S250 -97 33 7229 a 4066 a 2602 a 1807 a 1016 a 567 328 6005137 -97 • 50 7526a . 4233 e : 2709e 1694e. •• 715 '.'.. •• 366 •211 •. 600S162 -97 . • • .• 50• 8403•e 4727:e • ••3025;e • .....• : 1941 e• :. ' 819•.•` .:.:.. • 419. • 242• • 600S200.97 .:•:•50 • , . • 9560:'e• • 5377 e: - ' e: ';. - .2270•e`::::: 958. : + . .• • ' .283':• ; • .••600S250..97•:. • •••, : -', .. 50'.:•:• :.: ` ..••10277. •,.- :::.. 5781- . 0': ' +3700Serr :•, := 2569;6:•:`: ::;:. 1109;0 < ; .•. • -. .•:328.' Header Load Tables 1. Deflection limit is U360. 2. Allowable loads have not been modified for wind or earthquake loading. 3. Headers are made from two "boxed" or back to back members. 4. Allowable moment, shear and web crippling are based on twice the capacity of a single member. The moment of inertia is based on twice the value of the single member. 5. Bearing length for web crippling = 1" minimum. 6. Values are for unpunched members. 7. Members are assumed adequately braced for bending. 8. Allowable loads are for simply supported headers with uniform bending loads only. "e" Web stiffeners required at each support SSMA e Boxed Header Header Load Table Notes Header Allowable Uniform Loads (113/ft) 1 1 Back - to-Back Header 2 5c_pl-c' AlluW4 37 OUIK DRIVE SCREW ALLOWABLE LOADS (100) Model No. Size Dia. c I I 'L I I SHEAR TENSION PULL OVEn TENSION: PULL -OUT Steel Thickness: mil (ga) St eelThicknessb m0 pa )x Steel Thickness: mil (ga) 33 -33 (20-20) 43 -43 (18 -18) 54 -54 (16.16) 68 -68 (14 -14) 97 -97 (12 -12) 3 (20 4S 8 5d 8 4) 97 , (12) " 33 (20) 43 (18) 54 (16) 68 (14) 97 (12) #8 #10 PAN HEAD SCREW PHSD34S #8 x Y4 0.164 235 307 475 477 422 - - - - - 134 144 231 266 - 280 HEX HEAD SCREW 805 1285 X1 51016 #10 x 1' 0.190 290 410 612 612 612 767 821., ;1010 1010 10']j(s 155 156 267 311 652 X1S1216 112 x1' 0.216 291 397 723 828 828 487 7 5 1078 1111 1348 146 158 239 263 584 X78S1224 #12 x W 0.216 279 394 721 975 975 TRUSS HEAD SCREW TRSD34S1O12 #10xW 0.190 305 438 579 579 579 - - + - - 74 131 201 232 - TRSD34S1016 #10x 0.190 293 398 543 629 629 SCREW ALLOWABLE LOADS CALCULATED FROM AISI NASPEC (100) SIZE DIAMETER° 0.164 f• SHEAR TENSION LL- OVER;" TENSION: PULL -OUT Steel Thickness: mil (pa)' � SteilThfiiatit 9k 4 : -�` �' Steel Thickness mil (ga) 33 (20) 72 43 (18) 94 54 (16) 171 68 (14) 215 97 (12) 307 33 -33 (20-20) 164 43-43 (18-18) 244 496 68 #8 #10 0.190 177 263 r ; 84 109 198 249 356 #12 0.216 188 280 569 805 1285 247 322 584 736 1049 95 124 225 284 405 #14 0.250 203 302 613 866 1476 389 507 920 1159 1653 110 144 261 328 468 U z UD U A SCREWS Quik Drive Fasteners SIMPSON StrongTie 1.Values based on lesser of Quik Drive screw strength (see table on page 12) or strength of the screw in the connected members. 2. Screws and screw connections have been tested per AISI Standard Test Method TS -04. The tabulated allowable loads are based on the lower of the screw strength itself or the strength of the screw in the connected members per 2001 AISI NASPEC & 2004 NASPEC Supplement section E4. 3.Values are based on cold- formed steel (CFS) members with a mimimum yield strength of Fy =33 ksi and tensile strength of Fu =45 ksi for 43 mil (18 ga) and thinner and a minimum yield strength of Fy =50 ksi and Fu =65 ksi for 54 mils (16 ga) and thicker. 4.Minimum thickness represents 95% of the design thickness and is the minimum acceptable base metal thickness based on 2001 AISI NASPEC section A2.4. Design thickness for the steel sheets are: 33 mil= 0.0346 ", 43 mil= 0.0451 ", 54 mil= 0.0566 ", 68 mil= 0.0713 ", and 97 mil = 0.1017 ". 5.Screw diameters per 2001 AISI NASPEC Commentary Table C -E4 -1. 6. Minimum required screw length is the lesser of 3/4" or the minimum length required for the screw to extend through the steel connection a minimum of (3) exposed threads per AISI General Provisions Standard section D1.3. 7. Larger of screw head or washer diameter, dw, for #10 and #12 screws is 0.375'. 8.The tabulated values may be increased by 1/3 for seismic or wind loading as applicable per page 10 "Steel Stress Increase" section. The values for the connectors in this catalog are based upon using Quik Drive screws as shown above or the calculated minimum screw allowable load value shown in the table below. 12x1" #14x1" Actual Size Shown 1. Values based on the calculated strength of the screw in the connected members per 2001 AISI NASPEC section E4 .3. 2. The Designer must verify that the screws used for the connectors shown in this catalog have equal or greater allowable load values, as determined from 2001 AISI NASPEC with the 2004 Supplement section E4, than those in the table directly above if using other than Quik Drive screws shown in the table at the top of this page. 3. Values are based on cold- formed steel (CFS) members with a mimimum yield strength of Fy =33 ksi and tensile strength of Fu =45 ksi for 43 and (18 ga) and thinner and a minimum yield strength of Fy =50 ksi and Fu =65 ksi for 54 mils (16 ga) and thicker. 4.Minimum thickness represents 95% of the design thickness and is the minimum acceptable base metal thickness based on 2001 AISI NASPEC section A2.4. Design thickness for the steel sheets are: 33 mil= 0.0346 ", 43 mil = 0.0451 ", 54 mil= 0.0566 ", 68 mil= 0.0713 ", and 97 mil= 0.1017 ". ( 5. Screw diameters per 2001 AISI NASPEC Commentary Table C -E4 -1. 6. Minimum required screw length is the lesser of 3/4" or the minimum length required for the screw to extend through the steel connection a minimum of (3) exposed threads per AISI General Provisions Standard section D1.3. 7. Larger of screw head or washer diameter, dw, for #10 and #12 screws is 0.375 ". 8. Larger of screw head or washer diameter, dw, for #14 hex head screw is 0.50 ". 9. The tabulated values may be increased by 1/3 for seismic or wind loading as applicable per page 10 "Steel Stress Increase" section. 13 Anchor Callout (Dia. x L) Min. Embed. Depth Min. Edge Anchor Spacing Allowable Shear Load (100) Concrete (1'c >= 2000 psi) (lbs/ft) CMU (hollow or grout - filled) (Ibs/H) Cold Formed Steel 43 mils (18 GA)' (Ibs/t1) r ` 33 mils (20 GA)' (Ibs/ft) ; x11/4" Titen 1" 1' /e" 0' - 2.25" 1360 1200 1815 1410 0' - 6" 510 450 680 530 1' - 0" 255 225 340 265 1' -6" 170 150 225 175 2' - 0" 125 110 170 135 3' - 0" 85 75 115 90 1 /4" x 1 Titen 11/2" 11/2" 0' - 3" 1600 1240 1820 1400 0' - 6" 800 620 910 700 1' - 0" 400 310 455 350 1' - 6" 265 205 305 235 2' - 0" 200 155 230 175 3' - 0" 135 105 150 115 4' -0" 100 80 115 90 0.145" Dia. Pin Spacing Allowable Shear Load (100) Base Material' Cold Formed Steel Concrete (I', >= 2500 psi)` Steel'." 1" emb. (Ibs/n) 1.25" emb. (lbs/U) Min. thickness 3/16" (lbs/0) 54 mils (16 GA)' (lbs/n) 43 mils (18 GA)' (Ibs/n) 33 mils (20 GA)' (lbs/ft) 0' -4" 425 795 1185 1440 795 610 0'- 6" 285 530 790 960 530 405 0'- 8" 215 400 595 720 ass___ 305 ' 1'- 0" 145 265 395 480 265 205 1' -6" 95 175 265 320 175 135 2'- 0" 70 130 200 240 135 100 2' - 6" 55 105 160 192 105 80 3' - 0" 50 90 130 160 90 70 4' - 0" 35 65 100 120 65 50 Dia. (I E o n) h Allowable Tension Load (100) Concrete' CMU' Cold Formed Steel (Pull-Over) (Pc >= 2500 psi) (Ibs) Hollow or Grout - filled (Ibs) 68 mlts (14 GA)" (Ibs) 54 mils (16 GA) (Ibs) 43 mile (18 GA)' (Ibs) 33 mils (20 GA)4 (Ibs) 3/16 1 135 135 360 290 160 120 1/4 11/2 400 185 435 345 190 145 Allowable Tension Load (100) Base Material'= Cold Formed Steel (Pull -Over) Concrete (P" >= 2500 psi)' Steel" 1" emb. (Ibs) 1.25" emb. (Ibs) Mina thickness 3/16" (Ibs) 54 mils (16 GA)" (Ibs) 43 mils (18 GA)' (Ibs) 33 mils (20 GA)° (lbs) 70 195 155 275 150 115 Anchors TYPICAL USES OF POWDER- ACTUATED FASTENERS PAF Shear Loads in Concrete and Steel PAF Tension Loads in Concrete and Steel TITEN Screw Anchor Titen screws are 3/16" and 1/4" diameter masonry screws for attaching all types of components to concrete and masonry. Available in hex and phillips head designs in blue, white or silver colors. Use with appropriately sized Titen drill bits included with each box. Titen Installation Sequence so v.Qo •.a Shear Loads for Titen Screw Anchors Tension Loads for Titen Screw Anchors WARNING: Industry studies show that hardened fasteners can experience performance problems in wet environments. Accordingly, use this product in dry, interior applications only. 1.2001 AISI NASPEC, Eq. E4.3.1 -2, 52 = 3.0, See page 6 for CFS thickness standards and General Notes (e) on page 8 for CFS properties. Titen Titen 2.Allowable loads must be the lesser of the concrete, CMU or CFS strength. Hex Head Drill Bit 1. Use interaction formula for combined tension and shear (Ps /Pt) + (VsNt) _. 1.0. 2. Critical spacing = 21/4" and critical edge distance = 11/2". 3. Critical spacing = 3" and critical edge distance = 11/2". 4.2001 AISI NASPEC, Eq. E4.4.2 -1 divided by 2.0 (one -sided loading), CI = 3.0, d.= 5/16" (3/16" Titen) and d.= 3/8" (1/4" Titen). See page 6 for CFS thickness standards and General Notes (e) on page 8 for CFS properties. 5.Allowable loads must be the lesser of the concrete, CMU or CFS strength. Strong-Tie 1. Load values based on 0.145" dia. pins in 2500 psi nm. wt. concrete or steel having a minimum F, = 36 ksi (see Simpson ER- 4546). 2. Edge distance of pins shall be no less than 3'. Spacing distance of pins shall be no less than 4" 3.The entire pointed portion of the fastener must penetrate the steel. 4. Edge distance of pins shall be no less than 1 /2". Spacing distance of pins shall be no less than 11/2". 5 2001 AISI NASPEC, Eq. E4.3.1 -2, S2 = 3.0, d = 0.145 ". See page 6 for CFS thickness standards and General Notes (e) on page 8 for CFS properties. 6. Allowable loads must be the lesser of the concrete or CFS strength. 1. Load values based on 0.145" dia. pins in 2500 psi nm. wt. concrete or steel having a minimum F, = 36 ksi (see Simpson ER- 4546). 2. Use interaction formula for combined tension /shear Ps /Pt + (VSNt ) <_ 1.0. 3. Edge distance of pins shall be no less than 3 ". Spacing distance of pins shall be no less than 4" 4.The entire pointed portion of the fastener must penetrate the steel. 5. Edge distance of pins shall be no less than Y2 ". Spacing distance of pins shall be no less than 11/2". 6.2001 AISI NASPEC, Eq. E4.4.2 -1 divided by 2.0 (one - sided loading), S2 = 3.0, d" = 0.3 ". See page 6 for CFS thickness standards and General Notes (e) on page 8 for CFS properties. 7.Allowable loads must be the lesser of the concrete or CFS strength. Titen Drill Bit / Driver Special hex adapter on the bit allows the Titen Installation Tool to slide over the bit and lock in, ready to drive screws. 19 FERNY COORD COPS • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -499 DATE: 11 -24 -08 PROJECT NAME: MARINERS TEAM STORE SITE ADDRESS: 800 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: C. II-jgrof Buil g +'vision lak1 Public Wor$s 11- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use:Only ` . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing sllp.doc 2 -28 -02 Fire Prevention Structural Incomplete Structural Review Required Planning Division At ❑ Permit Coordinator DUE DATE: 11 -25 -08 Not Applicable ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 12 -23-08 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Per It`Center Use.Only" ': . ; �:' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS It SURETY CO 10335590008/30/2001 Until Cancelled $12,000.0009/06 /2001 2 TRAVELERS CAS It SURETY CO 103355900 01/01/2001 08/30/2001 $6,000.00 02/05/2001 1 UNITED PACIFIC INS CO 6877797 09/07/2000 Until Cancelled 04/27/2001 $6,000.00 Name R Role E Effective Date E Expiration Date BASTIAN, BRAD P PRESIDENT 0 05/23/2001 NIELSEN, JEFF V VICE PRESIDENT 0 05/23/2001 Policy Number Effective Expiration Cancel Impaired Amount Received Name Date Date Date Date Date WAUSAU 10 BUSINESS TBKZ91442966028 09/07/200809/07 /2009 $1,000,000.0009 /05/2008 INS CO WAUSAU Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company B N BUILDERS INC UBI No. 2067180960 Status 2601 4TH AVE STE 350 SEATTLE WA 98121 KING CORPORATION License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602056687 ACTIVE BNBUII *990K3 CONSTRUCTION CONTRACTOR 5/23/2001 9/12/2009 BASTINB0000J PURODSI984JN GENERAL UNUSED Business Owner Information Bond Information Insurance Information • Page 1 of 2 https:/ /fortress. wa. gov /lni/bbip/Detail. aspx ?License= BNBUII* 990K3 12/08/2008 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company B N BUILDERS INC UBI No. 2067180960 Status 2601 4TH AVE STE 350 SEATTLE WA 98121 KING CORPORATION License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602056687 ACTIVE BNBUII *990K3 CONSTRUCTION CONTRACTOR 5/23/2001 9/12/2009 BASTINB0000J PURODSI984JN GENERAL UNUSED Business Owner Information Bond Information Insurance Information • Page 1 of 2 https:/ /fortress. wa. gov /lni/bbip/Detail. aspx ?License= BNBUII* 990K3 12/08/2008 GENERAL NOTES I. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF IBC 5. COMPLIANCE CARD TO BE POSTED vERIFYING INSULATION INSTALLED IN WALLS, CEILINGS AND FLOORS (IF REQUIRED) 6. PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD PUNCTURE PLUMBING AND WIRING 1. MAINTAIN 3' MIN. CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION 8. ALL WOOD COMING IN CONTACT W/ CONC. 5HALL BE PRESSURE TREATED (DECAY RESISTANT). CONTRACTOR DESIGNED ELECTRICAL. SUBMIT TO BUILDING DEPARTMENT FOR PERMIT. 10. CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BUILDING DEPARTMENT FOR PERMIT . 11. METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 12. BATT INSULATION SHALL NAVE ALL TEARS AND JOINTS SEALED WITH TAPE 13. WALLS TO BE FIRE STOPPED PER ALL CURRENT CODES 14. ALL INTERIOR WALLS ATTACHED TO EXISTING SUSPENDED CEILING SYSTEM TO MEET THE REQ.'S OF CURRENT BUILDING CODES I. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERROR OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. I. CONTRACTOR SHALL VERIFY CONDITIONS OF EXISTING SUBSTRATE TO RECEIVE NEW FINISHES AND SHALL BE RESPONSIBLE FOR PREPARING THEM TO RECEIVE NEW FINISHES. IT ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS ELEVATIONS, SECTIONS AND DETAILS, ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. WORK RELATED TO THIS TENANT IMPROVEMENT REQUIRING COORDINATION AND MODIFICATION TO THE EXISTING CONSTRUCTION SHALL BE INCLUDED IN THIS PROJECT BY THE GENERAL CONTRACTOR FOR BIDDING AND CONTRACTUAL AGREEMENT. 20. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA "10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 21. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXIT -WAYS DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQ 22. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIRE STOPPED 23. REPLACE ALL DAMAGED ACOUSTICAL CEILING TILE AS REQUIRED IN EXISTING CEILING GRID. 24. COORDINATE WITH TENANT FOR LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING. 25. EVERY ROOM IS TO RECEIVE ITS OUJN SWITCH. 26. THE ARCHITECT OF RECORD AND /OR THE ENGINEER OF RECORD ARE THE PERSONS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTALS INCLUDING THOSE PREPARED BY OTHERS 4 SUBMITTING THEM FOR AFTER A PERMIT IS ISSUED. THEY ARE RESPONSIBLE FOR REVIEWING THE SUBMITTALS ITEMS 4 INDICATING THAT REVIEW IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE PLANS COMPLY WI THE DESIGN CONCEPT AND CODE REQUIREMENTS. DRAWING LIST 5121 COVER AND DATA SHEET 41.0 DEMO PLAN, FLOOR PLAN, FRAMING PLAN AND REFL CEILING PLAN A2.0 INTERIOR AND EXTERIOR ELEVATIONS A3.0 DETAILS VICINITY MAP BAKER BLVD STRANDER BLVD SITE & BLDG. STATS TAX ID TENANT LANDLORD /OWNER PROJECT ADDRESS GOVERNING CODE BUILDING TYPE OCCUPANCY TYPE SITE AREA PARKING ARR .EA UNDER THIS PERMIT DESCRIPTION OF WORK PROJECT TEAM ARCHITECT FKJB ARCHITECTURAL GROUP 119 S. MAIN ST. SUITE "410 SEATTLE, WA 98104 206 - 624 -32I0 BN BUILDERS 2601 4th AVENUE "350 SEATTLE, WA 98121 206- 382 -3443 CONTRACTOR MARINERS TEAM STORE WESTFIELD 11601 WILSHIRE BLVD 14th FLOOR LOS ANGELES, CA 90025 6364200010 SOUTHCENTER MALL 106s SOUTHCENTER BLVD. SPACE "800 TUKWILA, WASHINGTON 98188 2006 IBC II SPRINKLED M (NO CHANGE) EXISTING - UNCHANGED EXISTING PARKING TO REMAIN UNCHANGED. 1161 ± SF (FOR BUILDING DEPT. USE) DEMOLISH EXISTING WALLS AND RESTROOM PER PLANS. CONSTRUCT INTERIOR WALLS FOR CHANGE ROOM, STORAGE ROOM AND OFFICE. CONSTRUCT NEW STOREFRONT. CONSTRUCT NEW SLOT WALLS, CEILING GRID AND PROP CEILING. MECHANICAL, ELECTRICAL AND FIRE PROTECTION UNDER SEPARATE PERMIT BY OTHERS WESTFIELD 11601 WILSHIRE BLVD LOS ANGELES, CA 90025 MER EX IST NCa�PARKI NO :MANGE IIIIIIIIIIIIIIIIII f WALL LEGEND DOOR SCHEDULE gv MALL SITE PLAN D D SCALE NO SCALE s EXISTING WALL TO BE DEMO'D PERIMETER WALL. VERIFY CONDITION OF EXIST. WALL. PATCH AND REPAIR OR ADD (I) NEW LAYER OF 5 /S' TYPE 'X' G.W.B, INTERIOR NEW SLOT WALL PER TENANT/ CONTRACTOR TO +9' -0' AFF. 2x4 FRAME WALL * 16' oc W/ (I) LAYER G.W.B. EA. SIDE. PROVIDE SOUND BATT INSULATION EXISTING DOOR TO REMAIN. RELOCATE (I) EXISTING 3'x1' DOOR TO NEW OFFICE. ADD NEW LEVEL HANDLE W/ LOCK SET 3'- 0'x1' -0' SC WOOD DOOR WI HMTL FRAME POOR HARDWARE: 3 PAIR BUTTS LEVER HANDLES WALL STOPS PRIVACY SET (CHANGE R11) LOCK SET (STORAGE) MEET ALL BUILDING STANDARDS CEILING NOTES: SEPARATE PERMIT REQUIRED FOR: st Mechanical r lectrical ( IS Gas Piping City of Tukwila BUILDING DIVISION A. 2006 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 503.9 AMD 1613.1 ASTM C635 AND ASTM C636 (REFERENCED IN IBC 503.9). ASTM IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS C. ASCE -1 -05 SECTION 135.622 (REFERENCED IN IBC 1613.1). ASCE IS AN ACRONYM FOR AMERICAN SOCIETY OF CIVIL ENGINEERS D. CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 (REFERENCED IN ASCE -1 -05 SECTION 135.622) CISCA IS AN ACRONYM FOR CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. E. IBC 102.1 STATES: WHERE IN ANY SPECIFIC CASE DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. F. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: I. ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. ASCE -1 -05 SECTION 135 .622, ITEM a 2. WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAT 2.0 INCHES. ASCE SECTION 135.622 ITEM b 3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4' CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -1 -05 SECTION 135622, ITEM b 4. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4' CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -1 -05 SECTION 135.622, ITEM b 5. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS AND /OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 4 4, MAY 2004, INSTALLATION SECTION, ITEM 4 SOUTHCENTER MALL REVISIONS changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City Df.TDI milic DUPL DiN 0 ENVISION ON 6. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN 8' OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 4 4, MAY 2004, INSTALLATION SECTION, ITEM 2 1. VERTICAL HANGERS SHALL BE NO. 12 GA. WIRE SPACED AT 48' oc OR NO. 10 GA. SPACED AT 60' oc ALONG EACH MAIN RUNNER 3 WIRE TURND REQUIRED. WITHIN 1:6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. S. LATERAL BRACING IS REQUIRED: SPLAY WIRE PODS * 12' MAX. oc AND 12' MAX FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SMALL BE EXTENDED TO AND FASTENED TO THE THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 4 4, MAY 2004, INSTALLATION SECTION ITEM 3. 9. CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS THAT BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SF. ASCE -1 -05 SECTION 135622, ITEM d 10. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PROJECTIONS SHALL HAVE A 2' OVERSIZE RING, SLEEZE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1' IN ALL HORIZONTAL DIRECTIONS, OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMODATED I' OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASCE -1 -05 SECTION 13.5.622, ITEM e II. CHANGES IN CEILING ' AN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE-14 L SECTION 135.622, ITEM f 12. CABLE TRAYS AND tLECTRICAL CONDUIT SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE -1 -05 SECTION I35622, ITEM g (PROJECT 5ITEI OVERALL MALL KEY PLAN V V SCALE: NO SCALE EL car+ COPY • Permit No. Ple.r review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Qopy arid conditions is acknc»rrlecigcd: By.� Date: KLvltvvi:L CODE COMPLIANCE APPROVED DEC - 5 2 � ty Of Tukwila EUILDING_D VISION FUTURE RETAIL to&j1 99 RECEIVED NOV 2 42008 PERMIT CENTER J 0 D- V) a. a o 1= Q w ct zwQ- C.0 0 0 o I- J J Z a 5 cc cc cc 0 o w 0 0 C7 H H Z � � o CO m -� c 5719 0 I r :t:art : &uas DRAWN SCR CHECKED BAK JOB NO. FILE: Z Z Z Z Z 0 0 0 0 0 (/)V) v7(1) > > > > > w w w w w CC IX IDC c tY 6 w • SEATTLE OFFICE 119 SOUTH MAIN STREET #410 SEATTLE, WASHINGTON 98104 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 5181 FAX 665 -8750 08094 DATE 11/21/2008 SCALE AS NOTED . STERED CHIT OBERTA. KROESE STATE OF WASHINGTON SD -1 ;14 5 -0" =� 0 DEMO PLAN \I D FRAMING ELEVATION SCALE: 1/4 6 - -_ 24' -0' 4" MIL STUDS CO 24 "o.c. EXISTING ALCOVE TO REMAIN. FIELD VERIFY DIMENSIONS AND LOCATION DEMO EXISTING RESTROOM FIXTURES. CAP EXIST. PLUMBING AS REQ'D. DEMO EXISTING STOREFRONT. REUSE EXIST. COILING GATE IF - POSSIBLE — REUSE EXIST. DEMO BARRICADE. PROVIDE NEW GRAPHICS ON EXTERIOR OF BARRICADE HEADER- 6" "BOX BEAM" PER DETAIL 12/A3.0 HEADER- 8" "BOX BEAM" PER DETAIL 12/A3.0 6" STUD POST 6" STUDS ® 16 "o.c. 61 N 61 N DEMO EXISTING WALLS. REUSE EXIST. DOOR 6 NEW OFFICE [ +12' -0' 0\ -\ +13' -II' SIM. 12 RUNN ERS CORNICE FRAMING MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less tha 1 foot candle at th:e w lkinq level! IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall, normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements.,.. ;rte , x 5. Exte ior `I r% dings, ,: =for exit disch rge:doQrwgys ; i 6" STUD POST i2' -IZ 24' -0' RCP SCALE: I /8" =1' -Y *2 -0' CD SCALE: 1/4':l'-�' SIM. OPEN TO STRUCTURE ABOVE [ +g' NEW SUSPENDED G.W.B. CEILING 49' -0' AFF. U)/ (I) 9'DIA. FIXTURE, CENTERED IN ROOM +12' -0'] [ +12'-0' 9'DIA., 32 WATT EA. LIGHT FIXTURES PER CONTRACTOR SIM. HEADER- 6" "BOX BEAM" PER DETAIL 12/A3.0 • 1 W m Gm sik 2x4 ACT CEILING GRID WITH 2x2 TILE PATTERN (5) PENDENT LIGHT FIXTURES AT CASH REGISTERS PER TENANT/ CONTRACTOR 4' STUD WALL SUSPENDED FROM STRUCTURE ABOVE FIXTURES PER TENANT / CONTRACTOR [ ►I1' -0' ] SUSPENDED G.W.B. CEILING 9 +11' -0' APF. TO I5' -0' BEHIND LEASE LINE [413'II'� G.WB. W/ RETAIL LIGHTING PER CONTR/TENANT SIGN PER MNFR TYP. BEAM DETAIL FRAMING PLAN VERIFY EXTEND NEUTRAL PIER TO ALIGN W/ BACK OF DECORATIVE FIN ABOVE (I' -IO') \/\7\/\/\/ I8'D BENCH ,CN 4NG I0' -3' EXISTING ALCOVE TO REMAIN. FIELD VERIFY DIMENSIONS r C � BASE CLEAR 24' -0' w u 5'- 0'DIA. HCP TURN RADIUS ER ANSI STANDARDS W/ 3' -0'DI CLEAR DOOR SWING INSET BASE 2 . CARPET TILE IN RETAIL AREA AUTOGRAPH AND MEMORABILIA DISPLAY CASE. CENTER BETWEEN REGISTER STAND AND BACK WALL. SEE ELEVATION SLOT WALL TO +9'- 0'AFF. LOCATE PER ELEVATIONS CODE COMPLIANCE APPROV DEC - 5 2000 City ukvviia BUILDING DIVISION CABINET PER MNFR ADJUSTABLE PARTITION PER TENANT (TO DELINEATE BALL CAP AREA) REGISTER STAND W/ (I) SECTION TO BE A MIN. 36'Wx30'H W/ CLEAR FLOOR SPACE 30'x48' FOR PARALLEL APPROACH PER ANSI STANDARDS TERAllO FLOOR TO MATCH EXIST. STORES, APPROX. 12'- 0'xl' -0'- CENTER LOGO, COLOR TO MATCH STANDARD MARINER COLORS AUTOMATIC COILING GATE PER CONTRACTOR REUSE EXIST. GATE IF POSSIBLE STOREFRONT PER MNFR J > O • V) Qo awe zO H O 0 J O z Q W M CO 0 0 w 0 I- F- Z • M o CO CO --I • v)m 5719 0 I z z z z z 0 0 0 0 0 > > > > > w W w w Et CC Et CK SEATTLE OFFICE 119 SOUTH MAIN STREET #410 SEATTLE, WASHINGTON 98104 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 GISTERED ARCHITECT - OBERTA. E STATE OF WASHINGTON DRAWN SCR CHECKED BAK DATE 11/21/2008 SCALE AS NOTED JOB NO. 08094 LINE OF FRONT OF EXISTING DECORATIVE, FIN WALL ABOVE. EXTEND STOREFRONT 2' -6' FROM FRONT ON FIN WALL W NOV 2 4 2008 PERMIT CENTEI- FLOOR PLAN . SCALE: /4" =1' 7 1 FILE: +15' -6' ALL WOOD SHALL BE FIRE - RETARDANT - TREATED WOOD. FLUTED HEAD WALL COILING DOOR RECESS CORNICE 6' TOP OF STRUCTURE GLASS CURTAIN WALL WITH WOOD VENEER TRIM AND ALUMINUM FRAME STOREFRONT INSET l i SUSPENDED G.W.B. CEILING +11 -0' FINISH FLOOR —� 0' -0' P.T. 1 I/2" = 1 -0" 3' -0'N 'GRAPHICS' BAND AROUND PERIMETER OF STORE INTERIOR CEILING GRID +12' -0' TOP OF SLOT WALL +9' -0' SLOT WALL PER TENANT/ CONTRACTOR e FINISH FLOOR 0I-0' 15' -0l ® WALL PER PLAN CONTINUOUS SEALANT, TYP. PROVIDE BLOCKING e THREE SIDES PLASTIC LAMINATE OVER 3/4' MDF OVER 2X4 WOOD FRAMING, P -LAM COLOR PL2, INCL.. BOTTOM EDGE. CONT. CLEAR SEALANT AND AT ALL WALL EDGES. P STIC LAMINATE OVER 3/ ' MDF OVER 2X4 WOOD FF MING, P -LAM COLOR PL2. 2x4'6 6 16' O.C. 4' RUBBER BASE B Ef�G� ADJUSTABLE PARTITION PER TENANT (TO DELINEATE BALL CAP AREA) SUSPENDED G.W.B. CEILING TO 11' -0' AFF., 15' -0' OUT FROM LEASE LINE e l,TOP OF STRUCTURE +15' -6' N in BOTTOM OF SOFFIT (BEYOND) +11' -0' NUETRAL PIER W/ ALUMINUM REVEAL BETWEEN PIER AND STOREFRONT FINISH FLOOR 0' -0' AUTOGRAPH AND MEMORABILIA DISPLAY CASE. CENTER BETWEEN REGISTER STAND AND BACK WALL (EAST SIDE OF STORE). CORNICE TO MATCH FRONT STORE ENTRANCE 3' -0'H 'GRAPHICS' BAND AROUND PERIMETER OF STORE INTERIOR PENDANT LIGHT FIXTURES PER TENANT/ CONTRACTOR SOUTH INTERIOR ELEVATION SCALE: 1/4":1 CABINETRY TO MATCH AUTOGRAPH DISPLAY -18'D W/ STORE BELOW (2) REGISTER STANDS W/ (2) STATIONS EA. (I) SECTION TO BE A MN. 36'Wx30'H WI CLEAR FLOOR SPACE 30'x48' FOR PARALLEL APPROACH PER ANSI STANDARDS NORTH INTERIOR ELEVATION SCALE: 1/4":1 // 5' -0 b' // SCALE: 1/4" -1' -0" 10' -3' FLUTED HEAD WALL COILING DOOR 5' -0' I ' -0 FRONT FACADE ELEVATION CEILING GRID +12' -0' TOP OF SLOT WALL SLOT WALL PER TENANT/ CONTRACTOR FINISH FLOOR 0' -0' WOOD VENEER CORNICE TO MATCH EXIST. MARINER'S TEAM STORES EXISTING FLUTED HEADWALL NUETRAL PIER W/ ' ALUMINUM REVEAL BETWEEN PIER AND STOREFRONT 1' -0' GAP BETWEEN NEUTRAL PIER AND STOREFRONT DOUBLE 8' MIL. STUD HEADER PARTITION m END OF SLAT WALL GLASS CURTAIN WALL WITH 6' WOOD VENEER TRIM AND ALUMINUM FRAME STOREFRONT INSET FINISH FLOOR es 0' -0' GLASS CURTAIN WALL WITH 6' WOOD VENEER TRIM AND ALUMINUM FRAME STOREFRONT INSET CODE C OMPLIANCE O APPROVED DEC 5 2008 City Of Tukwila ING P S1Qi dos 1- 197 RECEIVED NV 2 4 2008 PERMIT CENTER CO 0 I 4 N I rn J 0 p z Q 0 E U z CC W < w Z a cK I- 0 0 J Z Q 5 W co a oow 0 0 0 I I-- z � � o CO m -I D cn w .1 0f,r Sfitt „M 5719 DRAWN SCR CHECKED BAK DATE 11/21/2008 SCALE AS NOTED JOB NO. 08094 FILE: Z z Z Z z 0 0 0 0 0 V) V) V) V) V) > > > > > W W W W W Lt IX SEATTLE OFFICE 119 SOUTH MAIN STREET #410 SEATTLE, WASHINGTON 98104 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 STERED CHIT T OBERT A. KROESE STATE OF WASHINGTON A2.0 STORAGE Q 3 NOTE: ALL CR0 RUNNERS • B: SUPPORTE • I /4' -1' -o' Qa IMI, WIII Itl N 011111111jtl1 C 1 tlil 111 5/8' GWB OVER MTL STUDS PAINT 'MARINERS GREEN'. SLOT WALL AND MOUNTING TRACK PER MNFR (RETAIL SIDE) (RETAIL WALL BASE DETAIL XDNI POWER DRIVEN HILTI FASTENER 24' OC EMBED I -1/2' 6' RUBBER BASE, COLOR TO MATCH SLOT WALL. PATCH 4 REPAIR AS REQ'D. TO RECEIVE CARPET SEALED CONC. FLOOR (STORAGE /OFFICE) NOTE: E • S MEMB° -RS ON TWO WALL REMA N FREE AT ENDS FRO SE SMIC BRACE PER ASTM C 635 AND ASTM C 636 I— WALL 6' -0' M SS MEM3ER5 4 AIN INDEPENDANT Y AX. OF 8' FR • ENDS SEISMIC STRUT. NOTE: TIE TOG RUNNERS 059 ME SPREADI OF THE MAIN TO PREVENT MAIN RUNNER" ' - •56 E3E SECURED • ALL CHAN NE LS NLY. HE OP OSITE ENDS MUST CLEA 1C AND SJPPORTED A =OVE. I2' -0' MAX. ACOUSTICA CEILING TILE (2'x4') CEILING DETAIL H.S.S. COLUMN BASE 3' =1 -0' N.S.S. 4x4xii COILING POOR TRACK SUPPORT L COL BASE P 10x3/8x0 -10' W /(4) 3/8'$x3' SIMPSON HD TITENS "10 SCREWS NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2006 SECTIONS 803.9 4 1613.1 H.S.S. COLUMN- ATTACHED COILING DOOR BRACKET DIRECTLY TO COLUMN IF MNFR RECOMMENDED ANGLE IS NOT NEEDED 6006162 -043 W/ 0.145 0 POWDER ACTUATED FASTENERS * I6'o.c. TO H.S.S. 600TI25 -043 S TUDS TO H.S.S. COLUMN ACT 2x4 2'x4' ACOUSTICAL CEILING TILE (ACT) JOIST �— THREAD CLG. SUSP. WIRE ATTACHMENT �-� CLG. WIRE 4"12 GA. WIRES BRACE PER ASTM C AND ASTh1 C 636 STRUCTURAL FRAMING 1/2'.1 3' =1 -0' PLAN VIEW SIDE VIEW 3' =1' -0' NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.C. 3 2006 SECTIONS 803.9 4 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA DOOR HEAD DETAIL CEILING DETAIL PLAN %s' G.W.B. BOTH SIDES OVER 3 MTL STUDS Q 2' -0' O.C. WITH BATT INSULATION WHERE INDICATED ON PLAN METAL FRAME, PAINTED DOOR SILENCERS DOOR PER DOOR SCHEDULE " DOOR JAMB SIMILAR 4' -0' MIN. SECTION TYP. COLD - FORMED METAL STUD 'BOX BEAM'- 6 'x6' EXAMPLE. FOR 8'x8' USE- 800TI25 -043 (TRACKS) 800SI62 -054 (STUDS) 6001 -043 TOP AND BOTTOM *10 SCREWS 9 I6'o.c. TOP 4 BOT, EA. SIPE 600SI62 -054 EA. SIDE VERTICAL SEISMIC STRUT TO MEET ASTM C 635 ASTM C 636 TYP. BOX BEAM DETAIL BOXED COLUMN/ POST 600$I62 -054 600TI25 -043 L2'x2'xI8GAx4' W/ (3) "10 SCREWS EA. LEG 600TI25 -043 TOP AND BOTTOM BEAM TO POST CONN. 3' :1' -O OPEN TO STRUCTURE ABOVE 8' MAX 3' MIN. ' MIN. CEILING DETAIL CEILING DETAIL CHANNEL MOLDING CEILING HEIGHT o i o +I2' -0' SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT BERC2 CLIP PER ARMSTRONG SEISMIC RX, OR ARCHITECT APPROVED EQUAL SUSPENDED CEILING SYSTEM BRACED TO STRUCTURE ABOVE 5/8' G.W.B. BRACING (AS REQUIRED) TRANSITION CLIP CEILING HEIGHT +11' -0' METAL EDGE BEAD AT COMERS, TYP. EXTEND FRAMING TO 6' ABOVE CLG BRACE TO ADJACENT WALLS WHEN WALL LENGTH IS 12' OR GREATER, SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. CEILING HEIGHT PER PLAN 6ERC2 CLIP PER ARMSTRONG SEISMIC RX, OR ARCHITECT APPROVED EQUAL METAL STUD WALL PER SCHED W/ GWB PAINTED SMOOTH FINISH WI SOUND BATTS OR INSUL. AS REQ. PER PLAN. NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2006 SECTIONS 803.9 4 1613.1 STUDS PER DETAIL I6/A3.0 WOOD VENEER TO MATCH EXISTING MARINERS TEAM STORES WI I/8' REVEAL e CORNERS COILING DOOR BRACKET PER DOOR MNFR W/ 2'x3' STEEL SNGLE PER MNFR SPEC VERIFY NEED OF DOOR MNFR RECOMMENDED ANGLE. ATTACH BRACKET DIRECTLY TO H.S.S. IF POSSIBLE 1/2' PLYWOOD (WRAP STUDS) SEALANT SHIM ALUMINUM STOREFRONT WITH TEMPERED GLASS PER MNFR. JAMB /COILING GATE POST ALUMINUM STOREFRONT WITH TEMPERED GLASS PER MNFR SHIM SEALANT 6' MTL STUD POST SIM. TO 'BOX BEAM' DETAIL 12/A3.0 1/2' PLYWOOD (WRAP STUDS) I /8' REVEAL (1/4' DEEP), TYP. WOOD VENEER TO MATCH EXISTING MARINERS TEAM STORES (RETURN 6 CORNERS) JAMB @ CORNER POST 3' .1 WRAP VENEER AND RETURN TO STOREFRONT FRAME. PROVIDE SEALANT BETWEEN VENEER AND FRAME INTERMEDIATE FRAMING- TYP. 6' BOX BEAM PER DETAIL I2/A3.0 EDGE OF FRAME ALUMINUM STOREFRONT PER MNFR 3/4' PLYWOOD 6' MTL STUD FRAMING WOOD VENEER TO MATCH EXISTING MARINERS TEAM STORES (RETURN • CORNERS) SEALANT STOREFRONT SECTION lOP D BOTTOM OF FRAMING 4 KtVILIN :L) rk.j'Irb CODE COMPLIANCE APPROVED DEC _ 5 2000 City Of Tukwila WADING DIVISION CONCRETE SLAB 0' -0' '19? TOP OF FRAMING I5' - -6' WOOD BLOCKING WOOD VENEER 1/2' PLYWOOD 4' MTL. STUD WALL 5/8' G.W.B. (CEILING) BOTTOM OF FRAMING, 13' -11' BOTTOM OF FRAMING 10' -I0 I0' -2' TOP OF FRAMING 0' -6' RECEIVED NOV 2 4 2008 PERMIT GRNTER 03 0 I 4 N rn -J 0 Q Q � o ▪ 0 Z < ZCL I- 0 0 � z - I- J 0 Z < w : c 0 0 a w 0 Li, LA 0 I I Z • M CO CD -_-I D v 5719 F iMikTig SEATTLE OFFICE 119 SOUTH MAIN STREET #410 SEATTLE, WASHINGTON 98104 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 REGISTERED CHIT CT OBERT/A. KROESE STATE OF WASHINGTON DRAWN SCR CHECKED BAK DATE 11/21/2008 SCALE AS NOTED JOB NO. 08094 FILE: Z Z Z Z Z 0 0 0 0 0 V) V) V) V) 5 5 5 5 5 w w w w w CC CC CC CC A3.0