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HomeMy WebLinkAboutPermit D08-325 - WESTFIELD SOUTHCENTER MALL - GAP / GAP KIDS - TENANT IMPROVEMENTGAP 1051 S OUTH CENTER MALL D08 -325 Parcel No.: 6364200010 Address: 1051 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: GAP Address: 1051 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: DEB SUBOTNIK Address: 11006 NE 41 DR , KIRKLAND WA 98033 Phone: 206 510 -8356 Contractor: Name: WESTWOOD CONTRACTORS INC. Address: 951 W 7 ST , FORT WORTH TX 76102 Phone: 817 877 -3800 Contractor License No: WESTWCI088BF doc: IBC -10/06 CitAf 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 Permit Number: D08 - 325 Issue Date: 07/25/2008 Permit Expires On: 01/21/2009 Value of Construction: $567,500.00 Fees Collected: $7,525.20 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 Expiration Date: 09/11/2008 DESCRIPTIION OF WORK: NEW FINISHES, FIXTURES, LIGHTING, ELECTRICAL, CASHWRAP, DRESSING ROOM IS EXISTING SPACE - NO MECHANICAL OR PLUMBING AS EXISTING WILL BE USED * *continued on next page ** D08 -325 Printed: 07 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 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: Storm Drainage: Street Use: Water Main Extension: Water Meter: Print Name: doc: IBC -10/06 City (*Tukwila • N Permit Center Authorized Signatu Signature: /a Date: Permit Number: D08 -325 Issue Date: 07/25/2008 Permit Expires On: 01/21/2009 Private: Public: Profit: N Non - Profit: N Private: Public: Date: U I hereby certify that I have read an • ex. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli- • w h, whether specified herein or not. The granting of this pe • • s n • pr construction or the pe ce •f wo I am au orized to sign and obtain this development permit. ume to give authority to violate or cancel the provisions of any other state or local laws regulating This permit shall become null and voi 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. 008 - 325 Printed: 07 -25 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Parcel No.: 6364200010 Address: 1051 SOUTHCENTER MALL TUKW Suite No: Tenant: GAP 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 PERMIT CONDITIONS Permit Number: D08 -325 Status: ISSUED Applied Date: 06/13/2008 Issue Date: 07/25/2008 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 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: 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -325 Printed: 07 -25 -2008 17: ** *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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: 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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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 doc: Cond -10/06 D08 -325 Printed: 07 -25 -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 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) 29: 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) 30: 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) 31: 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) 32: 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) 33: 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) 34: 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) 35: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: 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) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D08 -325 Printed: 07 -25 -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 42: 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) 43: 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. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: 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 -325 Printed: 07 -25 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does n construction or the perform e Signature: Print Name: doc: Cond -10/06 / c.cen1 Date: resume to give authority to violate or cancel the provision of any other work or local laws regulating rk. D08 -325 Printed: 07 -25 -2008 SITE LOCATION ICI Site Address: ( � , iocw vow* a. 11 Tenant Name: ( Property Owners Name: (i Q Q�\d Mailing Address: £C 2 T _'�Dc.,.1+l C` 0/Z 1 C. MO-11 1 CONTACT PERSON - who do we contact when your permitis ready to be issued Name: nob � �,bo-tvuf 11ll "Pia ` DayTelephone: C)I -��(�- b L j Mailing Address: 1 1 Z )C1 L, f �' L l l - . K'010 \ I ri via C3A qP)6 j3 ll \ _ City t State Zip E -Mail Address: r it \ lVC- bu tz.nbarne,li • (°ctrl Fax Number: („ 1,, -9 C C) GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: \ V 0 Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number. ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: C'lp(1: Mailing Address: CITY OF TUKWIL� Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci. tukwila. wa. us Contact Person: E -Mail Address: a'7; ( - .1... -DP .t a trs. •.a -f la Al Q:NppbeaacnsTorms- Applications On Line \3-2006 -Permit Application.dac Revised: 9-2006 bb rsm Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Pe 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 ** King Co Assessor's Tax No.: Suite Number: 1 LI ' a Floor: New Tenant: ❑ Yes [Jt.No City t No. OV i (For office use only) 1209)-- -arAk'�- wie..../ State "1147-- ao(o State Day Telephone: (-115 - 93o - Fax Number: 1c - City State Contact Person: nP.rin.i 'S Day Telephone: q 13-363 -,SR (l� E -Mail Address: c . nS at' 10 /t� %r.IS�,Pc�. Fax Number: q 1?) -. 1331 ciBIBEs Zip Zip State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer:of Record . Company Name: ri511 ; (11 Mailing Address: (n 3(p3 OfiMpse Plc A h 11 l 1 Zip Page 1 of 6 BUILDING PERMIT INFORAtTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 5 Ol 3O0 Existing Building Valuation: $ Scope of Work (please provide detailed information): (1 ,-) bi Si k A,, , rta< 11 5 11.Ai Q ...e.1 j,i nc, 1 ... _ 1 a) nht.3ra. -P, c\RASirtn) noun '.e, exits . - o , n.0 s\�I,nho4 � 1"1 1"1 ,pIl.�tb,ncp t Will there be new rack storage? ❑ Yes Q: Applications\Forms- Applications On Line3-2006 - Permit Application.doe Revised: 9 -2006 bb N . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 P OTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th a be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f "yes', attach list of materials and storage locations on a separate 8 x 11" paper including quantities and Material Saf ata 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. Page 2 of 6 Existing Interior Remodel Addition to Existing • Structure New Type of Construction per IBC Type of Occupancy per IBC 1s Floor Il� � IC�t�1�� .-- � - \42 R 1MO41 /`adi ljt 10 2n Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORAtTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 5 Ol 3O0 Existing Building Valuation: $ Scope of Work (please provide detailed information): (1 ,-) bi Si k A,, , rta< 11 5 11.Ai Q ...e.1 j,i nc, 1 ... _ 1 a) nht.3ra. -P, c\RASirtn) noun '.e, exits . - o , n.0 s\�I,nho4 � 1"1 1"1 ,pIl.�tb,ncp t Will there be new rack storage? ❑ Yes Q: Applications\Forms- Applications On Line3-2006 - Permit Application.doe Revised: 9 -2006 bb N . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 P OTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th a be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f "yes', attach list of materials and storage locations on a separate 8 x 11" paper including quantities and Material Saf ata 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. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 OWNER OR AUTHORIZED AGENT: Signature: Print Name: 1 , L 4 ,11 4 ,4 Mailing Address: 110( ot Date Application Accepted: 0( oj Q: Wpplications\Fotms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh �li tQMo\ Date Application Expires: t2 7) Date: Day Telephone: City l"`s fl c 3 Staff Initials. ' / (9'-‘' Page 6 of 6 Receipt No.: R08 -02931 Initials: JEM User ID: 1165 Payee: CRAIG L. BENDA ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -325 Address: 1051 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 06/13/2008 Applicant: GAP /GAP KIDS Issue Date: 07/25/2008 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2435 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 Payment Date: 08/13/2008 04:18 PM Balance: $0.00 6129 08/14 9710 TOTAL 60.00 doc: Receipt -06 Printed: 08 -13 -2008 Receipt No.: R08 -02749 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Payee: WESTWOOD CONTRACTORS, INC. 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 Payment Check 145587 4,562.50 000/322.100 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -325 Address: 1051 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/13/2008 Applicant: GAP Issue Date: Account Code Current Pmts Payment Amount: $4,562.50 Initials: JEM Payment Date: 07/25/2008 12:06 PM User ID: 1165 Balance: $0.00 4,558.00 4.50 Total: $4,562.50 5312 07/25 9710 TOTAL 4562.50 doc: Receiot -06 Printed: 07 -25 -2008 Doc RECSETS -OR RECEIPT NO: R08 -02105 User ID: 1165 Payee: BURNHAM NATIONWIDE SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 SET RECEIPT Initials: JEM Payment Date: 06/13/2008 D 08" 3 :25 2,962.70 EL08 -756 474.50 TOTAL: 3,437.20 Payment Check 50146 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES TOTAL: Total Payment: 3,437.20 SET ID: S000001053 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount 3,437.20 3,437.20 Account Code Current Pmts 000.345.832.00.0 474.50 000/345.830 2,962.70 TOTAL: 3,437.20 3614 06/13 9711 TOTAL 3437.20 Project: Type of Inspection: \t Address: 1 9 � i WI i1 Date Called: Special Inst Instructions: Date War led: _ I 1 I L / a.m. ,, Requester: Phone No: <Ar7- ii SE �� COMMENTS: ,,e' C L 4.. ( ( 6 f,it 1 A ( )/dJr 1 Inspector Date: " i 0° fl $ .00 RE SPECTION J a [ hn c- ..aL_�_a FEE REQ I RED. Prior o inspection, fee must be ..- InI...1 e. 'a.. 9 n c..1 a- 1. 1....1..1.... a: .... INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION E 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- N i, Approved per applicable codes. D Corrections required prior to approval. Recei YY JVYIII _CI II=I LJIYY atl\C 1 VV Da . VO ' IICIAY \C 1 cn w tI.JI Project: K2A IN 1 Type of I nspection: 0(.1 + . + 1 Address: _ JC , / WS/ // "f • -'f/ Date Called: Special Instructions: Date Wanted: / / J t O v a�yr p• Requester: Phone No: ` g '7 6 —54 2 - t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Add - 3ZS PERMIT NO. Corrections required prior to approval. d Jf f4O (-)' -e A ,l 2- , 3 (1 5 ) r. hlPi �K Inspector: 'Date: El $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: Project: / / 6 / 6 `l 1 ) 1 Q K -. i Ty of Inspection:: </)' i t C - . A._.9 Address. l� si S( � � Date Called: Special Instructions: / Date Wanted: l( -� (o 0 p.m. Requester: Phone No: 36 8 - 325 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto : _ (N L ' 'Date: t <( V‘ ❑ $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: Project: &AIA A l (‘: , S Type of Inspection: „ A Sc.).5 d 6 'A Address: / 0 S 3 c MALL- Date Called: ' Special Instructions:Date 1 (J C. / Z L q --0 14' N ' ,ii- SS 7k ,� °?� ( Wanted: U it' Co 0,: a m: p.m. Requester: G Phone f r) - C�C6m �4 0 2" INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (4- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: , 1 ( : &b - 32S ri $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: Project: , ekS Type of Inspection: , 7 Address: C M (I 1Q51 S Date Called: Special Instructions: S(r. Pr- ev.')4,ts Cape :3/1 r e�l,, .rP MOOD Date Wanted: / c� - `�a a.m. 5 Requester: Phone No: c/ ! -.5 2_ O -3Z5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecl4r: 1. Date: j 0 , 2? —: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: ( Proj 3 Type of In Address: . -._ /6.57 Date Called: Special Instructions: Date Wanted: 1 0 '"-- p ' a. m. oe p.m. Requester: Phone / z, -'6.7 INSPECT .".° 0. CITY OF TUKWILA BUILD)NC' DIVISION 6300 Southcenter Blvd., #100, Tpkvuila 1 A 98188 *Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit b 144 325 PERMIT NO. e- (206)431-36 1 6 - 4 /it94 Inspecto ) REINSPECTION FEE R ! UIRED. ' rior to inspection, fee must be t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: Date: El Corrections required prior to approval. Projec ; C.° 4 ,P Type of Inspection: /-F v t J1 L, Address: 1 OS t &A /-t- I t Date Called: Date Wanted: ,p 1 0 / Z /0A a.m p.m. Special Instructions: Requester: Phone No: 17 - 6 9 i 6 T)op, -3zS SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION te•• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. C91% ENTS: i t Qv t! 04 r 64y44 P 0 R: eipt No.: .00 REINSPECTIO id at 6300 Southcente Corrections required prior to approval. // f Date: O J • EE REQUIRE,'. Prior to inspection, fee must be lvd., Suite 100. Call to schedule reinspection. Date: Project: �' �� Type of-nspecti . `� Address: ( 16 I 5C /4M - ` Date Called: / Special Instructions: Date Wanted: - J � a.m. Requester: Phone No: Y16 ! 5Y4 INSPECTIOINO. PERMIT NO. INSPECTION RECORD 00 * Retain a copy with permit INSPECTIO N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: : 1 lsr 2- 479/ e ease f �4. r '// , "-e Led Date: d 0: A pg El $60.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pr 0 4.10 / 04 K t 65 Type of Inspection: Address: /0 5 j Suite #: ( Al Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: y Fire Alarm: \ Hood & Duct: Al Monitor: )./t1 /bioar Toil. . : Pre -Fire: UPL)/ Tat b Permits: ., Occupancy Type: tvl INSPECTION RECORD Retain a copy with permit . INSPECTION NUMBER CITY OF TUIKWILA DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: 14;41/4- - I) •S Pry/ ik N Z. - 6K - h "�S1g— proved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 '+o- ;2' PERMIT NUMBERS Fi Corrections required'p ior,to approval. vi Hrs.: r Date: it f i-, 1 r / � r - t` $8 .00 R F, E REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: GAP J &AP 1(t)5 ' Type of Inspection: VA/ CnnoR LT I Address: 1051 5c. M Ax t. Suite #: • i C 9ontact Person: ., Special Instructions: ; Occupancy Type: . Phone No.: Needs Shift Inspection: ' Sprinklers: Fire Alarm Hood & Duct: MOi ktOr: : Pre -Fire: Permits: ; Occupancy Type: . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DaS -32..5 a '1,W PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 COMMENTS: — Sp - GA e Li.kTit\1 s ('te. tr410 - CA( f 4 / N ekt„, - O u - m k Z l (9 b- O 1� 00 fit, CoQ R .-Approved per applicable codes. Ei Corrections required prior to approval. Inspector: i l 5 Date: 10 ps I / • Hrs.: •% n $8.00 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 1J Project: P : Sprinklers : : Type of Inspection: S P CO tie it. Address: SOS ( Suite #: S.C. ALL. ' Contact Person: e"5 4 Special Instructions: . Phone No.: 4`15 - yq I - ? 6C, 7 Needs Shift Inspection: : Sprinklers : Fire Alarm: . Hood & D uct: • Monitor:' Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. VVord /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILALFIRE DEPARTMENT 65y -5 - ,1Y R- 3.15 • PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 � 206 -575 -4407 Corrections required prior to approval. COMMENTS: r ,diet Inspector: r it /e V? 7 t� S Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: (, A P ( IPr sle, ) . Type of Inspection: . 1>f2 t a t ll- G' - il. -- Address: 105 t 1 - C, Suite #: : Contact Person: ,Z Special Instructions: Occupancy Type : - Phone N ..: Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type : - INSPECTION NUMBER Word /Inspection Record Form.Doc proved per applicable codes. : INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 325 0B - -y y PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: OIL t i.' t) a iet MC 5ekrfriA,-t k $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 i IMIL 4=1.11 azan & ASSOCIATES, INC. Dear Mr. Benson, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 18, 2008 KA No. 066 -08232 Mr. Tim Benson Westwood Contractors 777 Main Street, Suite 950 Fort Worth, TX 76102 RE: Special Inspection Gap Store Tukwila, WA 10g- 3.25 In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from August 20 through August 27, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States RECEIVE OCR 2 2008 OAS 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 111231 DFR Template doc ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1 -1 /Other D1.1- 1/Table 6 1 or DSC /DAC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJP Standard No. AWS XX .375 Weld F.CA.W. Calibration Standard IIW Type DSC n near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb web. N.S.E.W.xompass directions. t=top. Bottom. T&Bf=top and bottom flange. 1 A 14 "x4 "x.3 / S T.S. Splice PC. MK /Grid line al O13M QUANTITY OF WELDS ACCEPT 103r31 rpROCEDURELEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. 031, A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END Splice 1 of 1 1 X 70 ,1 -2 68 $,ASSOCIATES,INC. DATE: 8 -20-08 PROJECT #: 066 -0823 PROJECT: The GAP-Southcenter LOCATION: Southcenter Mall KRAZAN PROJECT MAN K.E.G. 1■•••11111■■•10 X STRUCTURAL STEEL FIELD /SHOP WELDING S GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Superintendent/Representative: I XI V.T. OTHER CONTRACTOR: Westwood Cont. PERMIT NO: INSPECTOR: G. Naill JURISDICTION: City Of Tukwila MATERIAL ID ULTRASONIC EXAMINATION REPORT NO.: 8232NDE082008 -gn INEATHER: Rain TEMP: 67 F Ultrasonic Test (UT) Equipment Make: USN 58 L SN O13K1L CONFORMANCE OF I I I Transducer. Size: .625 SN 01P5DT Couplant: Sonotrace Grade 30 QTY Conforming Welds: 1 QTY Nonconforming Welds: QTY Examined Welds: 1 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremef Technician: George Neill Offices Serving the Western United States 05105 UT Report Rev 2 Effective 12/20/02 The information provided on this repon is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraxan & Associates. - aZan & Associates, Inc. 0- Position: -0-Process: 0. Weld Type: .Weld Size '- Codes: DATE: F-27- 08 PROJECT #: gA P /A1)/eilrf PROJECT: / 044 08 2 3Z LOCATIONY,91 D /6'r /Kimurlieem77.0/N'sJI) KRAZAN PROJECT MANAGER: &Fe Superintendent/ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FLAT SMAW FILLET 3/16" VEIL FCAW 1/4" AISC HORIZONTAL GMAW PP 5/16" TITLE 21 OVERHEAD SAW PLUG 3/8" TITLE 24 ■ • t . prese'tativv jail Doi 6 ` et/V /va WELDING REPORT NO.: 4 6 2 6 CONTRACTOR: /r ier r44V PERMIT NO 1,47, Szs INSPECTOR: r,ficearf i /s'� JURISDICTION: gtddedv /CA i"4 WEATHER: iotAII /+Y A' &/ -FIELD ❑ SHOP WELDING D. M.T. ❑ P.T. item(s) inspected: 7-U 3 £.I/vR _ TSel {A v,'A' A7 PA✓TRy 241 4,c‘ e.8 /i.) - AM T �✓E ' Filler Metal: 6 7/1"-S ❑ Other: ❑ Other: UBC ASME eetr/t»/ rt 4 . 2 I4-,v$ . 7//ddrZ /jvsoetdv7 now /6 dU O AEr..es. CmNT Ar.9CTD? UT /L /z z /.""A Din✓&5 hialt4 ore d' /L// A:er•t/s ,4' // STEAL Co A/NLCT /wNS !NJA(C7 (t) eSiti tg7NS , 04 , T' ANCLdf .tg/ fr rrS S"L /eZS (/'"iTEt) iG 7v /Y' iNefr etoe 4' /iD .4T CAivNGGT/' /C /wee J.4,•oz A.S 4FPiv /Lre3 6,7 -2 3 4.v.*' "'Jr.) ,4.1/ 4 Ati &Orrezo /o�'•vr��r 5PL /le PC4T6s lei/420 d' /.eas / t9A a Al A/6We CZ y finis /Lor«Pffras y d i,df J, 0 4 1 .160/e Cd /M f /I1TRl4'Li, ro Co ZedA4 I A /A(LS pie APTs.vgr /V x 9'`A (i.veview avGT" ,bfrwe .S /a� z Aeo 0 PO4/4 ez L - aRs4 eo %z Itee44Z ,avcdrmes iA/11 - /ie.0) * cTEEL At'Alle••vs /,S AMi y ,tyez4E , Sl.vtccA4tw PPR.v g-r Z/,/ epArr.e4tc129.2 A,Z 7SZ'F0 t ro 24- ' P‘c7Zr eif /v.v4 ,Rz rr gfr 00% / ".ear SAITOI.e/SeR To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme0 Serving the Western United States TEMP: 71 Asa Offi AvsefCTEQ ,9t LilsP .v.fee e r ,Ip2szv�G r P -24)-e ) This field report indicates our inspectors observation and testtn9 results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision I Effective Date: 1 ins/r17 The infcmmtion provided :n this report :. urcpurcd :.or he exdu..■ve use of the ;;rent. The report atay not •x: reproduced :n .my format - vithout the written xrmis.ucn of the ahem and Xmvan Sr Associates The welder named on this card is certified for the following: WABO welder certified process qualifications am outlined in WABO Standard 27 -13 & in accordance with CARD IS ,, HE ,PROPERTY OF WABO 1 Washington Association of Buildin ox 7310, Olympia, Officials 888- 664 -9515 w 98507 w.Wab o.or Certified Welder Card CHRIS D. CAMPBELL 31206 129TH AVE E GRAHAM WA 98338 Welder ID Number W00467 THIS Expires ;. 02 Renew on or before expiration date Project Info Project Address 1048 SOUTHCENTER MALL Date �J �6/99//2008 For Buj t��� F' I UR i I JUN 13 2008 PERMIT CENTER TUKWILA, WA 98188 _ Allowed x Area Applicant Name: GAP Applicant Address: 901 CHERRY AVENUE, SAN BRUNO, CA 98188 Applicant Phone: -- Area 8989.0 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition - Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 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. Location (floor /room no.) Occupancy Description Allowed s � er ft „ " Area in fi _ Allowed x Area Watts Proposed RETAIL - SALES FLOOR /FITTING ROOMS ���� 1 . Sb -- Area 8989.0 14022.8 1 STORAGE • ,. 0.•50 .---- 1�2Cr3-0 "' 631.5 ENCLOSED OFFICE 1.10 . • '57:0 62.7 STORAGE MERCHANDISE FLOOR DISPLAY 1.50 - 6742.0 10113.0 ** From Table 15 -1 (over) - document all exc:eptio s on form LTG -LPA Total Allowed Watts 24830. 0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE TYPE C- EXISTING - S - 1 62.0 62.0 STORAGE TYPE D /DE -4'- EXISTING 1 32.0 32.0 STORAGE TYPE D /DE -8'- EXISTING O ` 20 62.0 1240.0 RETAIL SALES TYPE E -2'- EXISTING A�.s � MM 14 17.0 238.0 RETAIL SALES TYPE E -3'- EXISTING to �.(� 4 27.0 108.0 RETAIL SALES TYPE E -8'- EXISTING C V 0 M 38 62.0 2356.0 RETAIL SALES TYPE E6- MONOPOINT �`, - 16 37.0 592.0 RETAIL SALES , - TYPE E9 1 219 RETAIL SALES TYPE D7 TRACK to ' 201 50.0 10050.0 THROUGHOUT TYPE J- EXISTING 1, ` ` � 7 20.0 140.0 RETAIL SALES TYPE 0- EXISTING ali� X1717 16 45.0 720.0 RESTROOM _ TYPE Q- EXISTING , ` ' "" � 1 62.0 62.0 RETAIL SALES TYPE R- EXISTING - 24 45.0 1080.0 RETAIL SALES TYPE R3 /R3E 57 55.0 3135.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 19815.0 q 2006 Washington State Nonresidential Energy Code Compliance Form ` H.fll� , . •,. III' I Inteho Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage FILE COP Revised July 2007 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 may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. • ' L i ght i ng ; Mo tor, :and Transformer. !Permit ;Plans C1ecklist • ' LTG; CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1048 SOUTHCENTER MALL Date 6/9/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability es, no, n.a. ) ode I Section Com Component p Information Required I Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E2 - 0 yes 1513.2 Area controls Maximum limit per switch E2 - 0 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E4 - 1 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location E2 - 0 n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E4 - 1 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'Indicate watts for each exit sign E3_2 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. 1540 Transformers Indicate size and efficiency I I 7. 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Gensler Hills Plaza 07 -25 -08 2 Harrison Street, Suite 400 San Francisco CA 94105 LISA Allen Johannessen City of Tukwila Building Division Subject: GAP Southcenter D08 -325 Gap Southcenter Revision Project Number: 01.7366.150 Dear Allen Johannessen: Hi Allen: Tel 415.433.3700 Fax 415.836.4599 Please find attached a total of 14 pages of Revision 2 for Gap Southcenter. As I have noted earlier, these changes reflect landlord requirements. There are two changes that you should be aware of: 1) We are extending the storefront out 2' -6" beyond the demising wall. 2) We are raising the storefront clear glass to 11' -6" from 10' -6 ". These Landlord requirements are additional requests from an addendum to the tenant criteria that we were not aware of. However, as I look back at the Building Department's previous comments, I do not see any conflict arising with the landlord and the city. Please find below a list of changes per page: A0 -0: We clouded all the pages which were revised in the drawing index. 41-0: We clouded the area of the storefront which was changed in the egress plan. Egress path of travel does not get affected. A2 -0: We clouded the storefront area where storefront changes were made. A3 -0:We clouded the storefront area, where storefront ceiling changes were made. A4 -0: There is no significant change to the storefront elevations, except that the store is extruded out 2' -6" from the demising wall area on either end. The height of the storefront glass has been increased from 10' -6" to 11' -6 ". We placed a pendant sign over the entrances as opposed to a pin- mounted sign on the transom. A4 -1: We clouded the storefront area, which has changed. REVISION NO1L yyj3 3 2s I: \01. 7366. 150\ cad\ translations \out \080725_rev2 \080725_memo tukwila.doc RECEIVED AUG 012008 PERMIT CENTEF Gensler Allen Johannessen City of Tukwila Building Division 07/25/08 Page 2 • • A4 -1.1, A4 -2, A4 -2.1: All storefront sections and details reflect the 2' -6" protrusion at storefront and the change in height of storefront clear glass to 11' -6 ". We created a soffit at the entrance where a change in height from existing sales area ceiling meets storefront display area ceiling ( refer to A4 -1.1). A4 -6: We created a pendant sign as opposed to a pin- mounted sign at the storefront. Please find that detail on 6/A4 -6 and 9/A4 -6. A5 -0: Existing ceiling heights were indicated incorrectly on the first revision. Please find the right heights clouded. In Kids the existing height is 10 -6" while the height in Gap is 11' -2 ". Please also find three structural sheets which show beam and post configuration to support soffit and horizontal mullion system at the storefront. Sincere) ael Limaco Job Captain MFL Enclosure: Revision 2 Set RECEIVED AUG 012008 PERMIT CENTEI Gensler Hills Plaza • Tel 415.433.3700 • 2 Harrison Street, Suite 400 Fax 415.836.4599 San Francisco CA 94105 USA July 11, 2008 Allen Johannessen Tukwila Building Division Subject: GAP at Southcenter Revision Submittal Sheet Project Number: 01.7366.150 Dear Allen Johannessen: Thank you for all your time in explaining what needs to be correctly done to get this building permit approved for Gap at Southcenter. Please find below a detailed description of the changes made per sheet: A0 -0- PROJECT INFORMATION We indicated a revision to 10 sheets including and reflected this on the Drawing Index 1/A0 -0. A1-0- BARRICADE DETAIL /EGRESS PLAN We made changes to the egress plan to show the dimensions of the path of travel; a note indicating "Emergency Lighting shall meet all means of egress illumination requirements including the 1' — candle requirement at the walking surface (per code, IBC 2403.2 & 2403.3). This answers # 1 & 2 of Building Comments. A2 -0- CONSTRUCTION PLAN We created a note on this partition plan stating: " All wood members or sheathing shall be fire retardant - treated wood ". This answers #4 of Building Comments. A3 -0- REFLECTED CEILING PLAN We noted "ACT ceiling shall have 2" perimeter supporting enclosure, refer to 12/A6 -2. This answers # 3 of Building Comments. A4 -0- STOREFRONT ELEVATION Please note that the storefront has increased in height per Landlord Comments. I talked to Allen Johannessen about the storefront structural stability, particularly the glass. Allen stated over the phone that it would be sufficient to supply shop drawings and details at a later date and that this would not affect the building permit review process. We are currently working on a mullion system that will support the glass. Allen, please let me know if there are further concerns about this. I \01 7366 150\ documentation \3_ regulatory \ihd \letter_to_huilding_071108 doc Gensler Allen J. Tukwila Building Division July 11, 2008 Page 2 As requested by Allen, we have noted on all Storefront elevations, sections and details the following: " Storefront Shop Drawings and Specs shall be provided by storefront manufacturer." This answers #5 of Building Comments. A4 -1- ENLARGED STOREFRONT PLAN & RCP As requested by Allen, we have noted on all Storefront elevations, sections and details the following: " Storefront Shop Drawings and Specs shall be provided by storefront manufacturer." This answers #5 of Building Comments. A4 -1.1- STOREFRONT SECTIONS As requested by Allen, we have noted on all Storefront elevations, sections and details the following: " Storefront Shop Drawings and Specs shall be provided by storefront manufacturer." This answers #5 of Building Comments. A4 -2- STOREFRONT SECTIONS As requested by Allen, we have noted on all Storefront elevations, sections and details the following: " Storefront Shop Drawings and Specs shall be provided by storefront manufacturer." This answers #5 of Building Comments. A4 -2.1- STOREFRONT DETAILS As requested by Allen, we have noted on all Storefront elevations, sections and details the following: " Storefront Shop Drawings and Specs shall be provided by storefront manufacturer." This answers #5 of Building Comments. A6 -2- DETAILS Please look at detail 12/A6 -2- Perimeter ACT Enclosure. This resolves the use of enclosures at all ACT edge locations. On A3 -0, please also find a note stating: " ACT ceiling shall have 2" perimeter supporting enclosure. Refer to 12/A6 -2" This answers # 3 of Building Comments. Gensler Allen J. Tukwila Building Division July 11, 2008 Page 3 Michael Limaco Job Captain ML Enclosure • • cc: Revised Sets attached. 4 sets , 10 Pages . r • June 24, 2008 Deb Subotnik 11006 NE 41' Drive Kirkland, WA 98033 RE: CORRECTION LETTER #1 Development Application Number D08 -325 Gap —1051 Southcenter Mall Dear Ms. Subotnik: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -325 Department of Community Development Jack Pace, Director G' • P:\Pennit Center \Correction Letters\2008\D08 -325 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: June 20, 2008 Project Name: GAP Permit #: D08 -325 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Off applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The means of egress exiting plan (pageA 1.0) show the egress path leading through one stock room. Egress shall not pass through stock rooms unless provide with a 44 inch wide demarcated path defined by partial or full height walls. However sufficient egress access is provided on the opposite side of the tenant space. Remove the arrows and line through the stock room and show required egress not passing through that stock room. In addition please provide dimensions for the means of egress paths. (IBC 1014.2, 1014.4.1 & 1014.4.2) 2. In addition to item 1), identify emergency egress lighting along a common path of travel leading to the required exits. Emergency lighting shall meet means of egress illumination requirements including the 1 foot - candle requirement at the walking surface. (IBC Section 1006) 3. On sheet A6 -0 for the acoustical ceiling details, show 2 inch perimeter supporting enclosure angle. (ASCE Standards 9.6.2.6.2.2.) 4.. Provide notes on the plans and identify all wood members or sheathing to be fire- retardant - treated wood (FRT). 5. Full height storefront glazing shown on page A4 -0, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports, are provided with glazing clips. Please provide an engineered design or method for the unsupported glass panel edges. (IBC 2403.2 & 2403.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -325 PROJECT NAME: GAP SITE ADDRESS: 1051 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 08 -01 -08 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Buil ng mision Public W e r .s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-05-08 Complete -t Incomplete ❑ Not Applicable Comments: Permit Center'Use Only ' INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS Approved I'� I Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Structural Review Required R CORRECTIONS: Approved with Conditions I Prevention Structural O DATE: DATE: Panning Division Permit Coordinator IN LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 09 -02 -08 Not Approved (attach comments) ❑ Permit Center Use Only ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -325 DATE: 07 -15 -08 PROJECT NAME: GAP SITE ADDRESS: 1051 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 1' n: Division Public Works ONE n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Documents/routing slip.doc 2 -28 -02 Incomplete n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07 -17 -08 No further Review Required DATE: DUE DATE: 08-14-08 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Not Applicable n n Permit Center Use Only . I CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -325 DATE: 06 -13 -08 PROJECT NAME: GAP SITE ADDRESS: 1051 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # DEPARTMEN 4 2° 611 AN() (D/04' Bui • g �� sYon Fire PreVention Public Works Structural n Permit Coordinator 2 ERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: Permit Center Use Only r INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Documentshouting slip.doc 2 -28 -02 Response to Correction Letter # PLAN REVIEW /ROUTING SLIP • PERMIT COORD COPY• Revision # after Permit Issued DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Plannin "Division I DUE DATE: 06-17-08 Not Applicable ❑ No further Review Required DUE DATE: 07 -15-08 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS DATE STAFF INITIALS 8- i- OS S ummary of Revision: r ed Received by: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS DATE STAFF INITIALS 8- i- OS Summary of Revision: r ed Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS DATE STAFF INITIALS 8- i- OS Summary of Revision: r ed Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED STAFF INITIALS DATE STAFF INITIALS 8- i- OS 4lovl to J r ed 17 clutAi P Summary of Revision: S + r i c e e . ) a4 IL Received by: C rq 1,1 h ' . Nc) q REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: C PERMIT NO: )a 8 3)S SITE ADDRESS: 11)5 1 ,Sc�4- Lrewift Mot W ORIGINAL ISSUE DATE: 7- -o ' REVISION LOG (please print) (please print) (please print) (please print) (please print) • • 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 Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMIT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: P - i - C a Plan Check/Permit Number: OCI)B .3Q5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # EXl Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ap 1'�lx� - 4-1 cvr42e, Project Address: Contact Person: 1 rJ C` Summary of Revision: �H� �^7:► �'P o �n f? o � � rl pt, ,� � 1� `' �p t tern 4t,t fl Project Name: Phone Number: ( -,h►o- g. 51p \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED Y vKIRtitA Aura-rat • ;:.ENTER Sheet Number(s): Pq -ch i l -b , (4-0, 1A3-0 A4-0, (14 -1 AL1 -1. Aa -a A - - • ,A44p "Cloud" or highlight all areas of revision includin e of r^ iso fl to -� �� _ . a -�, j -a Received at the City of Tukwila Permit Center by: (-- - Entered in Permits Plus on CCY" � V V • • 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 Steven Al. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f 57o Plan Check/Permit Number: ➢1 - 3.2S ❑ Response to Incomplete Letter # Er Response to Correction Letter # f ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 4 4 Project Address: /O$! S / ,c, 1/ Contact Person: t°br str 6.0/77; k Phone Number: 0.2,6 6 — 5/D - Summary of Revision: /J / t SP e d-e) f'_ -i c-n /p mt S O e, Win , ' ' t # ' rr a - t 6 v e _ _ _ l e 7`f't (J Rece CITY OF 71 1rMntil JUL 1 5 2008 PER Arli7 t.I;MTEA Sheet Number(s): A o D -6 _ ' 2. -d 3-6 ' -U A "Cloud" or highlight all areas of revis on including date of revision 46 _Z Received at the City of Tukwila Permit Center by: rg Entered in Permits Plus on O IK/ b \applications\forms- applications on line\revision submittal Created: 3 -13 -2004 A - z 4tri-2.6 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS It SURETY CO 07151035269096CM08 /27 /2002 Cancelled Until 01/01/1980 06/11/2002 $12,000.00 09/03/2002 4 TRAVELERS CAS It SURETY CO 0715103526909BCM01 /02/2001 08/27/2002 $6,000.00 01/26/2001 3 UNITED PACIFIC INS CO B2952596 01/02/2000 Until Cancelled 01 /02/2001 $6,000.00 01/26/2001 2 CBIC 632100 01/02/1998 Until Cancelled 05/27/2000 $6,000.00 1 CBIC 632100 01/02/1992 01/02/1998 $6,000.00 Name Role Effective Date Expiration Date BENDA, ROBERT D 01/01/1980 06/11/2002 CHASE, DAVID E 01/01/1980 06/11/2002 BENDA, JOAN M 01/01/1980 06/11/2002 Untitled Page General /Specialty Contractor Business Owner Information Bond Information Insurance Information I I • A business registered as a construction contractor with LEH 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. WESTWOOD CONTRACTORS INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company WESTWOOD CONTRACTORS INC 8178773800 951 W 7TH STREET ATTENTION: LILY SEGURA FORT WORTH TX 76102 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601011419 ACTIVE WESTWCI088BF CONSTRUCTION CONTRACTOR 1/6/1992 9/11/2008 GENERAL UNUSED Page 1 of 2 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= WESTWCI088BF 07/25/2008 I SALES AREA WOOD FLOORING REFINISHING SYSTEM G G 2 3 G K B I M G TILE G G 2 C K B I M — VINTAGE "SINGLE— SLOT" RECESSED STANDARDS 0 G 1 G K B I M 0 RECESSED STANDARDS 0 G 1 G K B I M CEILING MOUNTED DISPLAY TRACK 0 G 1 G K B I M BLOCKING BY GC. I CASHWRAP — GENERAL I CASHWRAP 0 G 1 5 G K B I— I ELECTRICAL BY G.C. LOCK CORES 0 0 — G K B I M I FITTING ROOM AREA — GENERAL I FITTING ROOM HOOK STRIPS 0 G 1 G K B I M TYPICAL PLACEMENT AT (E) HOOKSTRIP LOCATION TO REUSE (E) BLOCKING OTHER I LIGHT FIXTURES & LAMPS 0 G 1 5 G K B I M BLOCKING, ELECTRICAL BY G.C. LOCK CORES 0 0 — G K B I M FITTING AREA MARKETING GRAPHICS 0 0 3 G — — — — GYPSUM BOARD USG 5/8" TYPE 'X' GYP. BD. WITH 3 -5/8" X 20 GA. METAL STUDS; ASTM E -84 UNDER THE MILL — BURTON ACT. IT HAS A FLAME SPREAD RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792 -4400 PAINT FINISH BENJAMIN MOORE PAINT — ASTM E -84 UNDER THE MILL — BURTON ACT. IT HAS A FLAME SPREAD RATING OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: CHRISTOPHER POWELL, BENJAMIN MOORE PAINTS (800) 642 -5678 SCUFFMASTER PAINT — ASTM E- 84 -91A. CLASS A OR TYPE I. CONTACT: PATTY ROSE 800 - 347 -0550 X 821 PLASTIC LAMINATE SEE VENDORS BELOW; ASTM E -84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. CONTACTS: STEVE TYACK, WILSONART (510) 489 -9555 SHIRLEY DEHART, NEVAMAR (800) 264 -0778 X7708 LIESL HEIL, FORMICA (415) 956 -7742 CHRISTAL GRESS, PIONITE (650) 207 -7735 MEDIUM DENSITY FIBERBOARD MDF MEDITE CORPORATION; FORMALDEHYDE —FREE WOOD —BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM 2037 -87 -25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E -84. CONTACT: MEDITE CORPORATION (541) 773 -2522 WHEATBOARD SHELVING WHEATBOARD — PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 RUBBER BASE ASTM F1861 -98, TYPE TS, GROUP 1, STYLES A & B — FEDERAL SPEC. SS —W -40A TYPE 1, STYLES A & B ASTM E84 >CLASS B RATING WIN SMOKE DENSITY OF 150 -200 CONTACT: COLLEEN CORBETT, 800 - 669 -7010 EXT. 550 Current Square. Footage Breakdown Level f (within store area) Current display areas, adjacent closets as well as public elevator, ATTACHED STOCK! PROCESSING AREA ( "Back-of•house" area: Includes stock andlor staging areas, managers office, employee area, toilet rooms, conveyor/dumbwaiter, exit corridors and adjacent MEPICash!LPITralning rooms) REMOTE STOCK 1 PROCESSING AREA (Stock area in other areas of the center, i.e. separate from the store) OTHER IMPROVED: (Includes excessive exit corridors, BR FT/ ON / Outlet Gap Adult Gep Body Gap Kids Gap Baby/Maternity BRI FT/ ON /Outlet Gap Adult Gap Body Gap Kids Gap Baby/Maternity BR / FT/ ON / Outlet Gap Adult Gap Body Gap Kids Gap Baby/Maternity BR l FT! ON / Outlet Gap Adult Level (Basement/Cellar) 0' Gap Body Gap Kids Gap Baby/Maternity corridor) NO SCALE — & 415 - 305 -4629 El r ®I •.t? LIZAWEWARIEJENa ' WO 1 FA IT.11C. 0 fle ME re 61 KO C4•4 Y• F� °\ 5 ., .� ir �.s °.eF N.. .O,D a :. TOTALIRIPROVED: (1 +2434 4) Gap Body Gap Kids Gap Baby/Maternity BR I FT/ ON I Outlet Gap Adult Gap BabylMalernity TOTAL IMPROVABLE; (5 + 6) Overall TOTAL STORE SQUARE FOOTAGE MATRIX - Current Square Ecotaqe ' BR/ FT! ON /Outlet 0 U U U Gap Adult 0 0 a 0 Gap Body Q 0 0 0 0 I SECURITY SYSTEM EAS SYSTEM RESPONSIBILITY MATRIX - LCL 10 II 0 1 3 5 II G K B I M 'CONDUIT, POWER TO J —BOX BY G.C. NO SCALE SEPARATE PERMITS BID ALTERNATE INFORMATION 96odf/prlotaraNilq And aided by `rot! Impale # 3 drkbd by ll 5) . 8733 SF /30 1663 SF /300 58 SF /100 II. OCCUPANT LOADS RETAIL STOCK /STORAGE OFFICE TOTAL NUMBER OF OCCUPANTS TOTAL EXITS REQUIRED 2 TOTAL EXITS PROVIDED NO SCALE NO SCALE NUMBER OF OCCUPANTS NO SCALE A00_01 AO -0 PRO CT INFORM TIO 1 -0 BARRICADE DETAIL EGRESS PLAN A2 -0 CONSTRUCTION PLAN A3 -0 REFLECTED CEILING PLAN A4 -0 STOREFRONT ELEVATION A4 -1 ENLARGED STOREFRONT PLAN & RCP A4 -1.1 STOREFRONT SECTIONS A4 -2 STOREFRONT SECTIONS A4 -2.1 STOREFRONT DETAILS A4 -6 SIGNAGE DETAILS A5 -0 INTERIOR ELEVATIONS STRUCTURAL: 51 -1 ENLARGED STOREFRONT PLANS S2 -1 STRUCTURAL SECTIONS S2 -2 STRUCTURAL DETAILS AND NOTES NO SCALE NO SCALE PROFESSIONAL STAMP: ""rt INDA /V1+* RIAR STATE OF WASHINGTON ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: NOT TO SCALE DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: REGISTERED RCHITECT PROJECT INFORMATION 06/04/08 ITEM I STOREFRONT — GENERAL EXTERIOR SIGNAGE INTERIOR SIGNAGE LEANING FRAMED MIRROR 0 G COMMENTS 1 4. G — — I M BLOCKING AND GLAZING BY G.C. L = LANDLORD G = GENERAL CONTRACTOR / SUBCONTRACTOR 0 = OWNER FURNISH — MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN GREATER DETAIL INSTALL — DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED USE. PROVIDE — MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. GENERAL NOTES 1. THIS RESPONSIBILITY MATRIX DELINEATES: — OWNER AND LANDLORD FURNISHED ITEMS —OWNER AND LANDLORD PROVIDED ITEMS — ITEMS TO BE PURCHASED THROUGH DESIGNATED NATIONAL SUPPLIERS 2. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION KEY NOTES 1. G.C. IS RESPONSIBLE FOR UNLOADING OWNER FURNISHED CONSTRUCTION ITEMS. 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. G.C. RESPONSIBLE FOR PURCHASE AND DELIVERY. 3. G.C. TO COORDINATE INSTALLATION WITH PROVIDER. 4. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. 5. SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX. ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR FLAME SPREAD RATINGS A00_O1 1. FIRE SPRINKLER 2. SIGNAGE 3. FIRE ALARM El IBC EDITION: 2006 ❑ UBC EDITION: ❑ UPC EDITION: El NEC EDITION: 2005 ❑ UMC EDITION: ❑ BOCA EDITION: ❑ SBC EDITION: SUPPLEMENT 2003 ANSI CONSTRUCTION TYPE OCCUPANCY USE STEEL FRAME MERCANTILE SEISMIC ZONE D2 AUTOMATIC SPRINKLER SYSTEM? BUILDING DESCRIPTION 1. NUMBER OF FLOORS IN BUILDING 1 2. FLOOR(S) OF PROPOSED RENOVATION 1 3. EXISTING USE MERCANTILE 4. EXISTING OCCUPANCY MERCANTILE 5. HISTORIC /ARCHITECTURALLY ❑ YES ® NO SIGNIFICANT BUILDING? PROJECT PROFILE YES ❑ NO 10 AREA / OCCUPANT LOADS 1. PROPOSED USE 4. PROPOSED STRUCTURAL ALTERATIONS? 5. ENERGY CALCULATION ATTACHED? 6. TOILET FACILITIES PROVIDED? 7. FIRE SYSTEM MODIFICATIONS? STROBES ALARM SPRINKLERS MERCANTILE 2. PROPOSED OCCUPANCY MERCANTILE YES 3. EXTERIOR STOREFRONT RENOVATION? NO SCALE AGO01 1) THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON: DRAWINGS DATED: 10/31/91 WITH REVISIONS DATED: 04/24/08 PREPARED BY: CENSER 2) ANY DISCREPANCIES BETWEEN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. 3) THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. 4) ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR EVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW ALL CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. 5)GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. 6) SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND /OR THE SPECIFICATIONS THE OWNER SHALL BE INFORMED OF THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER SHALL PROVIDE DIRECTION AS TO HOW TO PROCEED. 7) IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. 8) THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. 9) SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERBYS. 10) THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE NO PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. ❑ 11) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. 11 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. ❑ . 12) ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. ❑ 13) WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 14) CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERMITTED. ® 15) ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE LANDLORD PRIOR TO CUTTING / CORING. ❑ 16) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 17) ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. 18) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED OR DETAILED. 19) COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN FIELD. 20) OWNER AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. 21) PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. GENERAL NOTES NOT USED SEPARATE PERMIT REQUIRED FOR: L ' echanical l�� rr L LlCI ` lumbing Ni Gas Piping City of Tukwila i BUILDING DIVISION NO SCALE FILE ®PY Permit No. Is sublect to errors and omissions. Plar review apps documents does not authorize of construction code or ordinance. Receipt the violation F e any Copy adopted �• •' t ons is ad owledged o approved / ` By Date: Cyst,/ of Tukwila DMSION �ViSICNS "' No changes shall be made to the scope o f work without prior approval of Tukwila Building Division. N OTE: Revisions will require a new plan submittal and may include additional plan review fees. J NO SCALE A00_Ol SCOPE OF WORK ff MAILING; AI3DR 633 SOUTHCF JTER SEATTLE, WA` 98188 LOCATION MAP ARCHITECTURAL/ STRUCTURAL ELEMENT CASHWRAPS SIGNAGE (HALO AND NON— STANDARD SIGNS ONLY) POST CONSTRUCTION AS BUILTS STOREFRONT TENANT: GAP INCORPORATED 901 CHERRY AVENUE SAN BRUNO, CA. 94066 STORE DESIGNER: WIL CUYCO (415) 427 -6671 EMAIL: WIL_CUYCO®GAP.COM CPM: BOB BOYL TEL:(503) 221 -8787 EMAIL: BBOYL :OYL— AMES.COM E1 D -0 El —0 E2D —O E2 -0 E3 -0 E3 -1 E3 -2 E3 -3 E3 -4 E4 -0 E4 -1 E4 -2 E5 -0 E5 -1 PROJECT TEAM A6 -2 DETAILS A6 -3 FITTING ROOM DETAILS A7 -0 CASHWRAP DETAILS ELECTRICAL: E0 -0 ELECTRICAL NOTES AND LEGEND DEMOLITION POWER PLAN ELECTRICAL POWER PLAN DEMOLITION LIGHTING PLAN ELECTRICAL LIGHTING PLAN POWER RISER AND SCHEDULES PANEL SCHEDULES UGHT FIXTURE SCHEDULE UGHT FIXTURE DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS CASHWRAP DETAILS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS DRAWING INDEX 'CVO , 'i3O. ,• DESIGNED AND /OR DESIGNATED BY: FABRICATOR ARCHITECT GC GC SHOP DRAWING /PRODUCT SUBMITTAL AND INSPECTION REQUIREMENTS CONSULTING ARCHITECT: GENSLER 2 HARRISON ST SUITE 400 SAN FRANCISCO, CA 94105 PH: (415).836.4462 FAX: (415).836.4599 CONTACT: DANIEL PAMPERIN EMAIL: DANIEL _PAMPERIN®GENSLER.COM SUBMITTAL REVIEWED BY: OWNER ARCHITECT /OWNER ARCHITECT/ OWNER ARCHITECT/ OWNER NOTE: SEE MECHANICAL /ELECTRICAL SHEETS FOR ADDITIONAL SUBMITTALS, PM NOTE: ARCHITECT TO MODIFY ACCORDING TO STORE SPECIFIC SCOPE MECHANICAL PLUMBING. & ELECTRICAL ENGINEER: LARSON BINKLEY 6363 COLLEGE BLVD. SUITE 400 OVERLAND PARK, KS 66211 -15424 (913) 383 5816 FAX: (913) 383 2831 CONTACT: DENNIS EVANS EMAIL: DENNIS.EVANS@LARSONBINKLEY.COM LANDLORD: WESTFIELD 633 SOUTHCENTER MALL TUKWILA, WA 98188 206.246.0423 FAX: CONTACT: DANYULE BRAKUS EMAIL DBRAKUS ©WESTFIELD.COM INSPECTION REQUIRED /BY: NO NO NO NO NO SCALE AC0_Ol 3A NO SCALE AC0_01 2 MECHANICAL: M4 -0 FIRE SPRINKLER PLAN RECEIVED AUG 0 1 2008 PERMIT CENTEF RN I N i.. 1)08- 325 A00_01 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 — 07/11/08 REVISION # 2 — 07/25/08 SHEET NUMBER: AO -0 EGRESS PLAN IMAGE IZE AND TEXT P R GAP MARK TING 1/8" =1 '-0" a10_02 CV Cr OF SIGN BARRICADE ELEVATION EXIT TO CORRIDOR MMMINIM EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. (PER CODE, IBC 2403.2 & 2403.3). EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. (PER CODE, IBC 2403.2 & 2403.3). EMERGEN Y LIGHTING SHALL MEET THE 1' -CANDL REQUIREMENT AT THE WALK NG SURFACE. TYP. (PE COD, IBC 2403.2 2403.3). (E)STOCK ROOM (E) EMPLOYEE AREA EXIT TO CORRIDOR (E) TOILET (N) HANGROD AJCOVE STOCK ROOM (E) TOILET 4'X6' "NOW HIRING" AND/ OR "COMING SOON" POSTER. 1 .0F BARRICADE & (N) ENTRY BEYOND (E) CORRIDOR EQ. C (E) MANAGER'S OFFICE (E) FITTING ROOMS EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. (PER CODE, IBC 2403.2 & 2403.3). C OF SIGN C.P.M. TO VERIFY IMAGE SIZE AND TYPE FROM GAP INC. MARKETING DEPT. EQ. q . OF BARRICADE & (N) ENTRY BEYOND EQ. 144 ° —Oy" LL TO LL OF SIGN SALES AREA SALES AREA C.P.M. TO VERIFY IMAGE SIZE AND TYPE FROM GAP INC. MARKETING DEPT. 16 ) NOTE: VERIFY TENANT CRITERIA IF BARRICADE AND GRAPHICS WILL BE INSTALLED AND DEMOLISHED BY LANDLORD AT TENANT'S EXPENSE. OF SIGN IMAGE SIZE AND TEXT PER R GAP MARKETING NOTE: AT INTERIOR LOCATIONS USE INDOOR/ OUTDOOR CARPET WHERE METAL TRACK AND SLOTS BEAR ON MALL TILE FLOOR. G.C. IS RESPONSIBLE FOR REPLACING TILE DAMAGED DURING CONSRUCTION. PAINTED PLYWOOD BARRICADE PAINTED 1x6 TRIM AT PERIMETER 06' "NOW HIRING" AND/ OR "COMING SOON" POSTER. 6 ° -0 "W X 7' —O "H HOLLOW —CORE ACCESS DOORS W /HARDWARE 1/4 " =1' -0" A10_04 ADJACENT TENANT ADJACENT TENANT CAD NOTE: EMERGENCY LIGHTING SHALL MEET ALL MEANS OF EGRESS ILLUMINATION REQUIREMENTS INCLUDING THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE, (PER CODE, IBC 2403.2 & 2403.3). 8' -0" j 3' -0" 4' -0" PREFERRED MIN. CLEAR 4 SECTION AT BARRICADE EXIT TO MALL EXIT TO MALL EXIT TO MALL (E) MALL BULKHEAD PAINTED PLYWOOD BARRICADE. GC TO PAINT BEMJAMIN MOORE SUPER WHITE EGGSHELL OR EQUAL. LEASE LINE PAINTED 1"x 6" TRIM AT PERIMETER INTERIOR LOCATIONS: VISQUEEN DUST BARRIER OVER 25 GA. X 3 -5/8" MTh. STUDS AT 24" O.C. SECURE TO (E) BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH AND PAINT TO MATCH EXISTING. NOTE: VERIFY TENANT CRITERIA IF BARRICADE AND GRAPHICS WILL BE INSTALLED AND DEMOLISHED BY LANDLORD AT TENANT'S EXPENSE. NOTE: AT INTERIOR LOCATIONS USE INDOOR/ OUTDOOR CARPET WHERE METAL TRACK AND SLOTS BEAR ON MALL TILE FLOOR. G.C. IS RESPONSIBLE FOR REPLACING TILE DAMAGED DURING CONSRUCTION. 1/4" =1' -0" A10_Ol REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROD. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: ISSUE TYPE: LL/ PERMIT/ BID SET 06/04/08 REGISTERED RCHITECT 1r l ire 11A / .'' !ARTY STATE OF WASHINGTON 768 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: BARRICADE DETAILS/ EGRESS PLAN RECEIVED AUG 0 i 2008 PERMIT CENTEF. SHEET NUMBER: Al -0 (E) CORRIDOR (E) MANAGER'S OFFICE 1•11•1-• 0 I TYP. TYP. P(1). TYRO TYP. • TYP. SALES AREA 8 A6-0 TYP. TYP. jTYP. TYP. TYP. TYP. TYP. ADJACENT TENA rip. TYP. TY TYP. ITYP. TYP. ENTRY #1 ENTRY #2 (E)STOCK ROOM (2 (E) EMPLOYEE AREA (E) TOILET C3) (N) HANGROD (E) TOILET 0 TYP. CONSTRUCTION PLAN (E) FITTING ROOMS 144 LL TO LL SALES AREA TYP. TYP. NOTE: O ryp ADJACENT TENANT ALL WOOD MEMBERS OR SHEATHING SHALL BE FIRE RETARDENT-TREATED WOOD. 1/8" = 1-0" PP_A20_04 KEY DESCRIPTION DET./SHT. (1) PAINT ALL (E) WALLS, BASE, DOORS, AND FRAMES AS SCHEDULED. PROTECT, CLEAN, AND DO NOT SEE SPEC. PAINT RECESSED STANDARDS 2 PAINT (E) PILASTERS, COLUMNS, AND T-WALLS TO MATCH GYP. BD. WALLS. METAL TRIM TO V-7-J REMAIN UNPAINTED. INSTALL (N) SOLID CORE DOOR IN (E) FRAME TO MATCH (E) SIZE AND THICKNESS. RE-USE (E) HARDWARE. 0 INSTALL (N) TILE FLOOR AS SCHEDULED. 0 (E) ELECTRICAL EQUIPMENT C) LEASE LINE CD CONSTRUCT (N) WALL AT (N) SOFFIT AREA. 0 FITTING ROOM REFRESH. SEE DETAILS. ( TOILET ROOM- (E) WALL FINISHES, PLUMBING FIXTURES, MIRROR, & TOILET ACCESSORIES TO REMAIN. FLOOR FINISH AND BASE TO BE MODIFIED TO ACCOMMODATE SLOPE 0 HANDICAPP FITTING ROOM - ADULT ® DISPLAY SHELVING SHOWN DASHED, TYP. 12 (E) STOCK AREA, STOCK EQUIPMENT, EMPLOYEE LOUNGE, AND MANAGERS OFFICE TO REMAIN. PROTECT DURING CONSTRUCTION. 13 (N) CASHWRAP AND ASSOCIATED CREDENZA CENTERED ON (E) CASHWRAP LOCATION. RE-USE ELECTRICAL FLOOR STUB OUTS. • APPLY MARKETING GRAPHICS AT FITTING AREA WALLS, TRIM, AND DOORS. COOR. W/ STORE DESIGN. CONTACT: GRACEJ.EPEZMA@GAP.COM 6 (E) DOOR AND FRAME TO REMAIN. U.N.O. UNDERCUT DOOR AS REQUIRED TO ACCOMODATE FLOOR 1 "J FINISH, SCRIBE (N) WOOD FLOOR AROUND (E) DOOR FRAME. HANDICAPP FITTING ROOM - KIDS C 6-- CONTINUE ADJ. TILE FLOOR UNDER CASHWRAP. ALIGN ANTI-FATIGUE MAT TRANSITION WITH FACE OF TOE KICK BELOW • (N) RECESSED STANDARDS TO MATCH (E) O 23 REPLACE STUD FRAMING AS NEEDED TO ACCOMMODATE (N) RECESSED STANDARDS AND INSTALL (N) GYP. WALL FACE. INSTALL (N) RECESSED STANDARDS, TYP. RECESSED CASHWRAP ANTI-FATIGUE MAT. (E) WOOD TRANSITION TO (N) TILE. (E) COLUMN, FURR TIGHT AND APPLY TRIM REFINISH EXISTING FLOOR HANGROD ALCOVE RETROFIT 0 REPAIR (E) DOOR FRAME TO CREATE CASED OPENING FOR HANGROD ALCOVE 5 GRAPHIC DISPLAY WALL 0 ADD CHAIR RAIL AT THIS SURFACE ONLY 0 DISPLAY PLATFORM O 0 (N) FITTING AREA HALLWAY CARPET WHERE (E) WAS REMOVED, RAMP UNDERLAYMENT AS REQUIRED TO TRANSITION TO WOOD FLOORING. 31 INSTALL (N) 3' WIDE SOLID CORE DOOR IN (N) FRAME. MATCH (E) DOOR HEIGHT AND THICKNESS. RE-USE (E) HARDWARE. 0 OWNER PROVIDED FIXTURE, TYP. GC TO INSTALL PER MANUFACTURER'S RECOMENDATIONS 0 EXTEND PARTIAL HEIGHT WALL TO FULL HEIGHT TO MATCH ADJACENT ROOM 0 WOOD TO WOOD TRANSITION (E) WOOD TO (N) CARPET TRANSITON 0 ALIGN WALL WITH EXISTING SOFFIT ABOVE INSTALL (N) PARTIAL HEIGHT WALL CONSTRUCTION PLAN KEYNOTES 1) REFER TO 1/A6-0 FOR WALL TYPE LEGEND AND DETAILS. CONSTRUCTION NOTES REVISION SYMBOL DIMENSION TO FACE OF GYP. BD. FINISH (U.O.N.) DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE LEGEND & SYMBOLS XX --- K \ ?) 1,50 n Vic31‘1:15.W.:00 NTS A20_02 NTS A20_01 (E) WALL TO REMAIN NTS A20_01 SEE SPEC. A7-0 ELECTRICAL 5/A6-3 7/A6-3 10/A7 8/A6-3 4/A6-0 7/A6-2 PROTOTYPE V9 DATE: 5/A6-2 03/07/08 OPENING Q2 2008 6/A6-2 SEE SPEC. 1/A6-3 3/A6-0 3/A6-3 6/A6-0 3/A6-2 4/A6-2 2/A6-2 lA KEYNOTE REFERENCE FINISH REFERENCE, SEE SHEET AO-1 DOOR REFERENCE INDICATES CARPET FLOOR FINISH MATERIAL NOT IN CONTRACT REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 REVISION # 1 - 07/11/08 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: 7768 REGISTERED CHITECT 4pis I NDA M RIAR ARCHITECT INFO: STATE OF WASHINGTON GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A&E JOB NO.: 01.7366.150 SHEET TITLE: CONSTRUCTION PLAN SHEET NUMBER: A20 RECENFr AUG 01 2Ou6 PERMIT GEN 06 /0 4/ 08 (E)STOCK ROOM OPEN TO DECK +16' -6" A.F.F. (E) EMPLOYEE AREA OPEN TO DECK +16' -6" A.F.F. (E) TOILET (E) GYP. BD. CEILING +7' -11" A.F.F. (N) HANGROD ALCOVE (E) ACT 0 +9' -' A.F.F. STOCK ROOM OPEN TO DECK +16' -6" A.F.F. (E) TOILET (E) GYP. BD. CEILING +8' -0" A.F.F. (E) CORRIDOR (E) MANAGER'S OFFICE (E) GYP. BD. CEILINGI (E) GYP. BD. CEILING +7' -11" A.F.F. +7' -11" A.F.F. (E) FITTING ROOMS SOFFIT +13' -4" A.F.F. EQ.=EQ. 1YR- •. A SOFFIT +11' -6" A.F.F. a � - SOFFIT +10' -0" A.F.F 144 LL TO LL SALES AREA ACT 0 +11' -2" A.F.F. SALES AREA (E) GYP. BD. CEILING +12' -4" A.F.F. SOFFIT +10' -2" A.F.F. (E) GYP. BD. CEILING +10' -6" A.F.F. SOFFIT +10' -5" A.F.F. SOFFIT +9' -5" A.F.F. ADJACENT TENANT ADJACENT TENANT NOTE: ALL WOOD MEMBERS OR SHEATHING SHALL BE FIRE RETARDENT- TREATED WOOD. ACT CEILING SHALL HAVE 2" PERIMETER SUPPORTING ENCLOSURE. REFER TO 12/A6 -2. 1/8 °= 1 DESCRIPTION (E) SPRINKLERS, EXIT SIGNS AND SPEAKERS TO REMAIN. RELOCATE EXISITING SPRINKLER HEAD INSTALL (N) DISPLAY TRACK INSTALL (N) ACT TILES, (E) GRID TO REMAIN INSTALL (N) RECESSED DOWNLIGHTS INSTALL (N) 37 WATT MONOPOINT INSTALL (N) TRACK HEADS ON (N) TRACK PAINT DRYWALL CEILING AS SCHEDULED RE- INSTALL SALVAGED HVAC GRILLES AND REPLACE ALL HVAC FILTERS RE- INSTALL SALVAGED SURFACED MOUNTED STRIP UGHT AND INSTALL (N) BULB. (E) HVAC GRILLES TO REMAIN (E) B.O.H. LIGHTING TO REMAIN. (E) CEILING TO REMAIN INSTALL (N) 26W LAMP IN (E) DOWNLIGHT INSTALL (N) 2'X2' CEILING GRID AND ACT. CONSTRUCT (N) SOFFIT, ALIGN WITH (E), V.I.F. INSTALL (N) GAP SIGN PER HYPOTHETICAL STANDARD INSTALL (N) GAPKIDS SIGN PER HYPOTHETICAL STANDARD EXTEND ACT GRID TO (N) STOREFRONT SOFFIT. INFILL TILE AS NEEDED (N) STOREFRONT SOFFIT REFLECTED CEILING PLAN KEYNOTES A30 03 Icl 1. ALL HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISHED FLOOR TO BOTTOM OF CEILING /FIXTURE SPECIFIED U.O.N. 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. 3. ARCHITECTURE DRAWINGS DETERMINE LOCATION OF LUMINARIES AND SUPERSEDE ALL OTHER DRAWINGS U.O.N. 4. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER AND QUANTITIES. 5. ADDITIONAL HANGER & SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS, AND. AIR SUPPLY /RETURN DIFFUSERS (AS REQ'D. PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. 6. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. ARCHITECTURAL DRAWING LUMINAIRE LOCATIONS SUPERSEDE ALL OTHER CEILING APPURTENANCES. 7. G.C. TO VERIFY LOCATION OF ALL VAV BOXES. ACCESS TO BE THROUGH ACCESS PANEL, COORDINATE LOCATIONS WITH ARCHITECT. SEE MECHANICAL DRAWINGS. 8. FOR ACOUSTIC CEILING DETAIL, SEE: �10� A �} -2 9. PROVIDE PROPER EMERGENCY LIGHTING (PER CODE THROUGH -OUT) SCOPE OF WORK. GENERAL RCP NOTES DET. /SH T. PLUMBING 10 /A6 -0 ELECTRICAL ELECTRICAL ELECTRICAL 6/A4 -6 6/A4 -6 1/A4-1.1 2/A4 -1.1 3 STORE NAME: SOUTHCENTER REFLECTED CEILING PLAN RC_A30_04 EXISTING 0 ,v v v v z a L7 NEW/ RELOCATED 0 a a — V 0 • V 0 DESCRIPTION 37 WATT MONOPOINT LIGHT RECESSED DOWNLIGHT SURFACE MOUNTED AMERLUX TRACK HEADS ON (N) TRACK. SURFACE MOUNTED STRIP LIGHT t ' � j SUSPENDED LINEAR UGHT co' SUPPLY DIFFUSER RETURN DIFFUSER CEILING /PENDANT MOUNTED DIRECTIONAL E WALL MOUNTED EXIT SIGN RECESSED CEILING MOUNTED SPEAKER SPRINKLER HEAD (CONCEALED) SPRINKLER HEAD (UPRIGHT) EXHAUST FAN ALU DISPLAY SYSTEM CEILING MOUNTED SECURITY CAMERA CEILING MOUNTED SECURITY MONITOR COMPACT FLOURESCENT DOWNLIGHT WALL SCONCE 2X2 FLUORESCENT LIGHT FIXTURE RECESSED WALL WASHER PENDANT LIGHT RECESSED CEILING MOUNTED SPEAKER FIXTURE LEGEND AND SYMBOLS NTS A3001 0 1 CM W1�� 5 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE LOCATION: 633 SOUTHCENTER TU K WII LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: ARCHITECT INFO: GEN SLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: 7768 DRAWN BY: OCQ SHEET NUMBER: AS NOTED A &E JOB NO.: 01.7366.150 A3 - REGISTERED CHI DA M ' RIAR STATE OF WASHINGTON 06/04/08 SHEET TITLE: REFLECTED CEILING PLAN RECE VEg`M AUG 012008 PERMIT GENTE. FRONT ELEVATION LEASELINE, TYP. 15'-6" A.F.F. V.I.F. 1.0. MALL BULKHEAD 11 A.F.F. T.O. DISPLAY WINDOW NEUTRAL PIER 1/2" TEMPERED GLAZING W GLAZING FILM ON INSIDE FACE, TYP. STOREFRONT SURROUND KAWNEER 789G018 PERMADIZE STERLING GRAY PAINT FINISH C-9 1/2" A.F.F. T.O. SILL 0 A.F.F. FINISH FLOOR LANDLORD FINISHED FLOO LEASELINE, TYP. 15'-6" A.F.F. V.I.F. T.O. MALL BULKHEAD NEUTRAL PIER 1/2" TEMPERED GLAZING W GLAZING FILM ON INSIDE FACE, TYP. STOREFRONT SURROUND KAWNEER 789G018 PERMADIZE STERLING GRAY PAINT FINISH 0 1/2" A.F.F. 3/8"=1'-0" T.O. SILL C-0" A.F.F. FINISH FLOOR LANDLORD FINISHED FLOC NOTE: - MAX. SIZE OF GLASS AT STOREFRONT: 5-0" x 10 (5-0" MAX. WIDTH PREFERRED). STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. 12 STOREFRONT ELEVATION NOTE: - MAX. SIZE OF GLASS AT STOREFRONT: 5-0" x 10 (5-0" MAX. WIDTH PREFERRED). 1/4 BUTT JOINT, TYP., SEE DETAIL LEASELINE, TYP. (N) 18"X 18" BABY GAP PENDANT SIGN INSIDE DISPLAY WINDOW SEE: (N) 36" X 36 GAP PENDANT SIGN SEE. ENTRY DOORS; SEE DOOR SCHEDULE TILE (N) 36' X 36' GAPKIDS PENDANT SIGN SEE: 15-6" A.F.F. T.O. MALL BULKHEAD 1/2" TEMPERED GLAZING W GLAZING FILM ON INSIDE FACE, TYP. LEASELINE, TYP. 11'-6" A.F.F. T.O. DISPLAY WIDOW 8 A.F.F. B.O. ENTRY SOFFIT 1/2" CLEAR TEMPERED GLAZING, TYP. (N) DEMISING WALL TO MATCH (E) STOREFRONT SURROUND KAWNEER 789G018 PERMADIZE STERLING GRAY PAINT FINISH SIGNAGE FOR STORE SPACE NUMBER [1421 BLACK LETTERING ON FROSTED BACKGROUN O'-9 1/2" A.F.F. T.O. SILL 0 A.F.F. FINISH FLOOR LANDLORD FINISHED FLOC) 3/8"=l'Z' 15'-6" A.F.F. V.I.F. T.O. MALL BULKHEAD 11'-6" A.F.F. T.O. DISPLAY WINDOW 8'-5-1 4" A.F.F. B.O. ENTRY SOFFIT 8'-0" A.F.F. B.O. ENTRY SOFFIT 1/2" CLEAR TEMPERED GLAZING, TYP. 1/2" TEMPERED GLAZING W GLAZING FILM ON INSIDE FACE, TYP. STOREFRONT SURROUND KAWNEER 789G018 PERMADIZE STERLING GRAY PAINT FINISH O'-9 1/2" A.F.F. T.O. SILL 0 A.F.F. FINISH FLOOR LANDLORD FINISHED FLOO SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 REVISION # 1 - 07/11/08 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS SHOWN DRAWN BY: OCQ REGISTERED CHITECT A&E JOB NO.: 01.7366.150 06/04/08 STOREFRONT ELEVATION MO 10 STOREFRONT ELEVATION A40 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 SHEET TITLE: STOREFRONT ELEVATION SHEET NUMBER: A4 RECEIVEr": AUG 01 2006 PERMIT CENTS • L IN 2' -O" ■ IM IN EQ. A 5 ' -2y EQ. A EQ. (N) SPRINKLER STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. (N) 18 "x18 "7 ---- BABY GAP 5 PENDANT A�4 --6 SIGN EQ. n EQ. LINE OF SOFFIT (N) 36 "X36" GAP KIDS PENDANT SIGN EQ. 0 4" TYPICAL 44 EQ. A 5' -2" EQ, A 0 Q 0 0 (N) SPRINKLER EQ. Y LEANING MIRROR 5 ° -0" 11°-8)" EQ. (N) SPRINKLER d W EQ. DOOR EQ, 0 EQ. E I. 1 Ill • EQ. COVERPLATE OF CONCEALED SPRINKLER HEAD TO MATCH PORTAL FINISH, TYPICAL (N) GAP 36 "X36" PENDANT SIGN A4 -6 6 RECESSED CAN DOWNLIGHT ■■1 ■� NE I EQ. a 0 LEANING MIRROR 5-O" iv-0 EQ. (N) SPRINKLER (N) ROSE DISPLAY TRACKS, TYP. (N) TRACK LIGHTING, TYP. EXTEND CEILING GRID TO SOFFIT.. INFILL ACT AS NEEDED, TYP. 4 n [ -(E) NEUTRAL PIER TO REMAI TYP. ( (N) DEMISING WALL. PAINT AND FINISH TO MATCH (E) ENLARGED STOREFRONT RCP - INTERIOR - GAP/ GAPKIDS ENLARGED STOREFRONT PLAN - INTERIOR - GAP/ GAPKIDS 0 w e 3/8" =1' -0" A4 -1 _2 3/8" = l' A4 -1_1 REMODEL: CLASSIC 2 1 GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER AP PROJ. I.D.: 0000043668 ROTOTYPE V9 DATE: 3/07/08 PENING Q2 2008 EVISION # 1 - 07/11/08 EVISION # 2 - 07/25/08 STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 10 LINE OF SOFFIT ABOVE A4 -1.1 WOOD TO WOOD TRANSITION TILE TO WOOD TRANSITION NOTE: FINISH TAGS CALLED OUT ON SHEET A2 -0 & A3 -0, TYP. FURR COLUMN TIGHT 2 ° - 4 "V.I.F. LINE OF SOFFIT ABOVE DISPLAY WALL, TYP. WOOD TO WOOD TRANSITION E.A.S. SENSOR, TYPICAL LINE OF DISPLAY PLATFORM DISPLAY WALL, TYP. LEANING MIRROR (E) NEUTRA PI ER TO RE MAI 4" TYP. STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. OF GLASS WALL; ALIGN W/ EDGE OF WALL BEYOND, TYP. 71' -4y" OVERALL DIMENSION: VERIFY (N)I EMISING WA PAINT AND FINISH TO MATCH (E) LEASE U TYP. LEANING MIRROR MAW I K1 TM K*2 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: SEE DETAILS DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 PROFESSIONAL STAMP: 7768 REGISTERED RCHIT LINDA ,,, RIARTY STATE OF WASHINGTON ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 SHEET TITLE: ENLARGED STOREFRONT PLAN & RCP RECEIVED AUG 012 PPPMIT r'Cni . A4 -1 'SHEET NUMBER: A STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRO \T VA�UFACTURFR (E) LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED LEASE LINE LEASE LINE 15-6" A.F.F. V.I.F. B.O. E MALL CEILING ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING 11' -6" A.F.F. B.O. ENTRY SOFFIT AND MULLION 10' -6" A.F.F. B.O. GYP BD. CEILING NEW STOREFRONT WINDOW ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING 0' -9 " A.F.F. T.O. SILL O' -0" A.F.F. FINISH FLOOR KIDS STOREFRONT @ SIDELIGHT (E) MALL LIGHTING (E) LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED 15' -6" A.F.F. V.I.F. B.O. E MALL CEILING ALUMINUM STOREFRONT ' WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING 11' -2" A.F.F. B.O. (E) ACT CEILING NEW STOREFRONT WINDOW 0' -9V A.F.F. T.O. SILL 0' -0" A.F.F. FINISH FLOOR ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING LANDLORD FINISHED FLOOR 1/2' = 1'0 A411_4 (E) LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING LEASE LINE LEASE UNE 15-6" A.F.F. V.I.F. B.O. E MALL CEILING 11' -6" A.F.F. B.O. ENTRY SOFFIT AND MULLION 10' -6" A.F.F. B.O. GYP BD. CEILING 0' -9 " A.F.F. T.O. SILL 0' -0" A.F.F. FINISH FLOOR 15' -6" A.F.F. V.I.F. B.O. E MALL CEILING ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WIN 1/2" CLEAR TEMPERED GLAZING 11' -2" A.F.F. B.O. (E) ACT CEILING ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING FINISH FLOOR ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING LANDLORD FINISHED FLOOR (E) MALL LIGHTING (E) LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED LANDLORD FINISHED FLOOR 4 KIDS STOREFRONT @ PLATFORM O' -9X" A.F.F. T.O. SILL O' -0" A.F.F. 1/2 " =1' -0" A411_2 1/2"= V -0" 1/2' =1' -0" 1/7 =1'-0" REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 CAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE; 03/07/08 OPENING Q2 2008 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ LINDA MO - IARTY STATE OF WASHINGTON A &E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT SECTIONS NOT USED A411_1 GAP STOREFRONT @ SIDELIGHT ►, A411_3 GAP STOREFRONT @ PLATFORM A411_1 SHEET NUMBER: A4 -1.1 4 a„ PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION GAP/ GAPKIDS SECTION AT ENTRY Q NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, WOOD TRIM, ETC. SHALL BE FIRE — RETARDANT TREATED 3 1I = A421_07 (E) MALL LIGHTING TO REMAIN (E) MALL LIGHTCOVE CONSTRUCTION (SHOWN HATCHED) TO REMAIN UNDISTURBED. WOOD BACKING LEASE LINE 1/2" TEMPERED WHITE BACK PAINTED SPANDREL GLASS ALUMINUM STOREFRONT WINDOW SYSTEM LEASE LINE 15' -6" A.F.F. V.I.F. ALUMINUM STOREFRONT WINDOW SYSTEM STUD FRAMING STUD FRAMING SUPPORT FOR MULLION 10 ° -6" A.F.F. B.O. ENTRY SOFFIT 11' -0" A.F.F. B.O. ENTRY SOFFIT 1/2" TEMPERED CLEAR GLASS ALUMINUM STOREFRONT WINDOW SYSTEM ECTION AT ENTRY- GAP/ GAPKIDS 11LE BASE 0' -9 " A.F.F. T.O. BASE CARRY MALL 11LE TO CLOSURE LINE AT DOORS STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. FLOOR MOUNTED DOOR STOP, SEE HARDWARE SCHEDULE A421_08 IIIII IIIIIIIIIIIII!IIIIIIIlHIIIII, !!!�I IIII . _ IIIIIIIIIIIIIIIIIIIIIIIIIII0��IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllll �II�IIIIIIIIIIIIIIIIIIIIIII ....:..I. :: ;:: a , 15 ' -6" A.F.F. V.I.F. (E) MALL LIGHTING TO REMAIN (E) MALL LIGHTCOVE CONSTRUCTION (SHOWN HATCHED) TO REMAIN UNDISTURBED. WOOD BACKING LEASE UNE 1/2" TEMPERED WHITE BACK PAINTED SPANDREL GLASS ALUMINUM STOREFRONT WMNDOW SYSTEM LEASE LINE ALUMINUM STOREFRONT WINDOW SYSTEM STUD FRAMING STUD FRAMING SUPPORT FOR MULLION 11' -6" A.F.F. B.O. ENTRY SOFFIT GYP. BD. SECTION AT DISPLAY WINDOW - GAP/ GAPKIDS 1/4" WHILE ELASTOMERIC SEALER O' -9" A.F.F. T.O. PLATFORM TILE BASE TILE BASIl TO ALIGN WI TOP F PLATFORM. STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. 3" =1' -0°° A421_02 TILE PLATFORM FINI IIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111K7 1,11 i 1111111111 MI I I 11111 I 011 I I 11111 11111 IIIII I III IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111 t ' WOOD FLOORING, A SCHEDULED 1/2" WHITE SEALANT WI BACKER ROD SCALE: AS NOTED DRAWN BY: OCQ 1/2" GROUT JOINT (E) LANDLORD FLOORING NN SLOPE i� 0 ° -0" A.F.F. \ \ \ . 1:48 FINISHED FLOOR IIII, IIIOIIIIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIII I IIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIOII REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE LOCATION: 633 SOUTHCENTER TU < WI LA, WA 98188 STORE NAME: SOUTHCENTER GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: ARCHITECT INFO: REGISTERED rw ' RCHITECT 40 I,,�' 4• LI I DA A , i RIART ~' STATE OF WASHINGTON GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET A &E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT SECTIONS RECEIVED AUG 0 PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION GAP/GAPKIDS SECTION AT DISPLAY WINDOW 4 a., .. n NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, WOOD TRIM, ETC. SHALL BE FIRE — RETARDANT TREATED 3" =1' -0" A421_01 SHEET NUMBER: A4 -2 1/2" CLEAR TEMPERED GLASS TT GLAZING - INTERIOR STORES POLISH ALL EXPOSED EDGES, TYP. EDGE OF SILL BELOW e=11-0" A412_04 EAS SYSTEM. MOUNT TO FACE OF VERTICAL POST. CONDUIT TO BE RUN WITHIN VERTICAL POST, AND CONNECTED THROUGH EAS BACKING PLATE VERTICAL POST PROVIDED WITH DOOR HARDWARE. LINE OF TRANSOM ABOVE ENTRY DOOR. SEE DOOR SCHEDULE A421 -11 12 NOT USED 3 " =1 '-0 ALUMINUM STOREFRONT WINDOW SYSTEM STOHHO\T S OF' DRAWINGS AND SPECS SHALL BF ='ROV STORHPHO\T VA\JAC 11 MULLION DETAIL ADJ. TO E.A.S. FbI EOH HHEHH 1/2" TEMPERED CLEAR GLASS OP DHAW\CS FOR ALL STOHHPHO CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED CLEAR GLASS 3 " =1' -0" A421 -8 NOT USED 1/2" TEMPERED FROSTED GLASS ALUMINUM STOREFRONT WINDOW SYSTEM 1/2" TEMPERED CLEAR GLASS 8 MULLION DETAIL ADJ. TO SPANDREL 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED CLEAR GLASS A421 - 8 ALUMINUM STOREFRONT WINDOW SYSTEM THCTON NOT USED 1/2" TEMPERED FROSTED GLASS ALUMINUM STOREFRONT WINDOW SYSTEM EXTEND NEUTRAL PIER TO (E) MALL SOFFIT ABOVE. (N) FINISH TO MATCH (E) MALL FINISHES. (N) STUD FRAMING AS REQUIRED. ALIGN MULLION DETAIL @ STOREFRONT END 3 " =1 -0" A421 -1 NOT USED MULLION DET. @ENT./STOREFRONT 3" =1 A421 -7 MULLION DET. @ENT./STOREFRONT 3"= F -0" A421 -7 NOT USED REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. B.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 — 07/11/08 REVISION # 2 — 07/25/08 PROFESSIONAL STAMP: \. ARCHITECT INFO: DA M RIAR STATE OF WASHINGTON GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT DETAILS SHEET NUMBER: RECEIVED AUG 012008 PERMIT CFNTFF A4 -2.1 06/04/08 NOT USED SEE PLAN FOR EXACT PLACEMENT OF CEILING MOUNTED PENDANT SIGN 10' -6" A.F.F. B.O. CEILING ELECTRICAL WHIP BY G.C. 1/2" MAX. WIDTH. SEAL ALL PENETRATIONS THROUGH ALUMINUM PANELS. SEE ELECTRICAL 24 "X24 "X4" INTERNALLY ILLUMINATED PENDANT SIGN W/ WHITE PAINTED METAL BRACKET BY VENDOR SURFACE MOUNTED TO ENTRY SOFFIT. COORD. ALL ELECT. WITH SIGN VENDOR PENDANT SIGN DETAIL [SECTION] 3"= V-0" LOGO DIMENSIONS ARE DETERMINED BY CAMERA READY ARTWORK 36 "X36 "X4 INTERNALLY ILLUMINATED PENDANT SIGN W/ -- WHITE PAINTED METAL BRACKET BY VENDOR SURFACE MOUNTED TO ENTRY SOFFIT. COORD. ALL ELECT. WITH SIGN VENDOR 1/4" THK. ACRYLIC LETTERS, PASS -THRU ELEVATIONS FOR ACTUAL VERBAGE PENDANT SIGN SIGN BOX PANEL, PAINT PENDANT SIGN ELEVATION I 1/2" =1'-0" A46_06 INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN PROVIDE 120 -VOLT PRIMARY ELEC. SERVICE (INCL. GROUND WIRING DIRECTLY FROM PANEL BOX). SEE ELEC. DWG FOR LOCATION. INSTALLATION TO MEET N.E.C. CODE. STEEL FASTENER FOR ATTACHMENT - VERIFY NECESSARY LENGTH AND TYPE IN FIELD (LENGTH TO ACCOMODATE 1 -1/2" STANDOFF). 1/2" THK. CLEAR PLEXIGLAS W/ SAND BLASTED FINISH ON FACE & SIDES, PUSH -THRU ROUTED OUT LETTERS 1/8" THK. ALUM. PAN W/ BLUE PAINT FINISH (E) STRUCTURE, VERIFY IN FIELD PIN MOUNTED PASS THRU SIGN NOTE: FOR CONCEPT TYPE, SEE: SEE ELEVATIONS 1 1/2" =1' -0" A46_03 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 2 - 07/25/08 PROFESSIONAL STAMP: 7768 REGISTERED CHHU'I', NDA MO IARTY STATE OF WASHINGTON NOT USED NOT USED NOT USED WOOD BLOCKING, HOLD BACK 1/4" FROM LONG FACE OF SIGN AS SHOWN, PAINT TO MATCH CEILING VENDOR PROVIDED METAL BRACKET TO BE PAINTED WHITE 1/4" THK. ACRYLIC LETTERS, PASS -THRU ELEVATIONS FOR ACTUAL VERBAGE SIGN BOX PANEL, PAINT P72 GAP/ GAPKIDS/ BABYGAP NOTE: SEE SHOP DRAWINGS FOR FABRICATION & INSTALLATION DETAILS DISPLAY WINDOW PENDANT SIGN 1 1/7 =1' -0" A46_05 NOTE: LOGO DIMENSIONS ARE DETERMINED BY CAMERA READY ARTWORK 1"=1 ITEM EXTERIOR SIGNAGE ILLUMINATED PENDANT SIGN PIN - MOUNTED PASS THRU SIGN BLADE SIGN - ILLUMINATED PYLON SIGN I INTERIOR PENDANT MOUNTED SIGNAGE BABYGAP PENDANT SIGN " FIT" FITTING LOUNGE MATERNITY STOREFRONT SIGN I SURFACE APPLIED GRAPHICS "COMING SOON" "GAPMATERNITY" W/ APPLIED FILM ON BACK FACE OF GLASS BARRICADE SIGN "FIT" SIGN I DOOR SIGNAGE AND ACCESSIBILITY ° STAFF" "PRIVATE" TOILET ROOM - MALE (WALL) TOILET ROOM - FEMALE (WALL) TOILET ROOM - UNISEX (WALL) TOILET ROOM - MALE (DOOR) TOILET ROOM - FEMALE (DOOR) TOILET ROOM UNISEX (DOOR) HANDICAP SYMBOL "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" "WARNING: ALARM WILL SOUND - EMERGENCY EXIT" STORE HOURS DECAL I AWNING/ CANOPY / TRELLIS FABRIC AWNING I ILLUMINATED MARKETING IMAGE 10" X 7" 14 ° -3" X 7" 18" X 7" 22" X 7" 26" X 7 0 N 0 G 2 G K B I FOR USE IN CA ONLY 0 N 0 G 2 G K B I FOR USE IN CA ONLY 0 N 0 G 2 G K B I FOR USE IN CA ONLY 4 N 0 G 2 G K B I (INCLUDE AT ALL TOILETS AND H.C. FITTING ROOMS) 0 Y 0 0 2,3 G K B 0 Y 0 0 2,3 G K B 0 Y 0 0 2,3 G K B 0 Y 0 0 2,3 G K B 0 Y 0 0 2,3 G K B COMMENTS GLUE BY G.C. NO SCALE ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: SIGNAGE DETAILS RECEIVED AUG 012008 PERMIT CENTEF SHEET NUMBER: 06/04/08 NOT USED SIGN ELEVATIONS A46_09 L = LANDLORD G = GENERAL CONTRACTOR 0 = OWNER NOTE: SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX FOR ALL POWERED SIGNS. KEY NOTES 1 AT LOCATIONS HAVING MULTIPLE CONCEPTS (G /K /B /I). ENTRANCE PORTAL TO RECIEVE BOTH CONCEPT SIGNAGE AT RECESSED HALO SIGNS IN ENTRY. - GAPKIDS/ BABYGAP LOCATIONS: BABYGAP SIGN ON LEFT SIDE OF PORTAL FROM EXTERIOR 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE, DELIVERY, AND INSTALLATION WITH SUPPLIER. 3. G.C. TO PROVIDE BLOCKING IN WALL OR CEILING AT ATTACHMENT SIGNAGE /AWNING /CANOPY MATRIX A46_01 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION RECESSED STANDARDS, SEE: 10' -6" A.F.F. B.O. GYP. BD. CLG. 0' -0" A.F.F. FINISH FLOOR 1/4 " =1 -0" 1/4= 1' -0" INTERIOR ELEVATION INTERIOR ELEVATION INSTALL (N) 18 "X 18" PIN MOUNTED PASS THRU SIGN, SEE: INSTALL (N) 24 "X 24" PIN MOUNTED PASS THRU SIGN, SEE: (E) STANDARDS TYP. 0' -0" A.F.F. Y FINISH FLOOR TILE BASE AT DISPLAY PLATFORM (E) ACT CEILING BEYOND DISPLAY WALL — (E) COLUMN W/ (N) GYP. P435 A 6 -0 ` BD. WRAP DISPLAY WALL ON O�N / � l1 1 (E) GYP. BD. CEILING BEYOND \ / / O��N r., H / LEANING EAS FIN SYSTEM LEANING A rk MIRROR. SEE: MOUNTED TO MIRROR. SEE: A6 -2 VERTICAL RAILS A6 -2 TILE BASE AT DISPLAY PLATFORM 0' -0" A.F.F. FINISH FLOOR I 1/4 " =1-0 0' -0" FINIS FLOOR q 1..0 coo. C A50 REVISION # 2 — 07/25/08 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 'ROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET '4 SCALE: 1 /4 " =1' -0" DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: REGISTERED CHJTECT NDA MOTNAR STATE OF WASHINGTON 06/04/08 RECEIVF AUG 01 Mk PERMIT CENTb A5 -0 / \ 1 \ / / \ \ / / \ INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION RECESSED STANDARDS, SEE: 10' -6" A.F.F. B.O. GYP. BD. CLG. 0' -0" A.F.F. FINISH FLOOR 1/4 " =1 -0" 1/4= 1' -0" INTERIOR ELEVATION INTERIOR ELEVATION INSTALL (N) 18 "X 18" PIN MOUNTED PASS THRU SIGN, SEE: INSTALL (N) 24 "X 24" PIN MOUNTED PASS THRU SIGN, SEE: (E) STANDARDS TYP. 0' -0" A.F.F. Y FINISH FLOOR TILE BASE AT DISPLAY PLATFORM (E) ACT CEILING BEYOND DISPLAY WALL — (E) COLUMN W/ (N) GYP. P435 A 6 -0 ` BD. WRAP DISPLAY WALL ON O�N / � l1 1 (E) GYP. BD. CEILING BEYOND \ / / O��N r., H / LEANING EAS FIN SYSTEM LEANING A rk MIRROR. SEE: MOUNTED TO MIRROR. SEE: A6 -2 VERTICAL RAILS A6 -2 TILE BASE AT DISPLAY PLATFORM 0' -0" A.F.F. FINISH FLOOR I 1/4 " =1-0 0' -0" FINIS FLOOR q 1..0 coo. C A50 REVISION # 2 — 07/25/08 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 'ROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET '4 SCALE: 1 /4 " =1' -0" DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: REGISTERED CHJTECT NDA MOTNAR STATE OF WASHINGTON 06/04/08 RECEIVF AUG 01 Mk PERMIT CENTb A5 -0 / \ 1 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION RECESSED STANDARDS, SEE: 10' -6" A.F.F. B.O. GYP. BD. CLG. 0' -0" A.F.F. FINISH FLOOR 1/4 " =1 -0" 1/4= 1' -0" INTERIOR ELEVATION INTERIOR ELEVATION INSTALL (N) 18 "X 18" PIN MOUNTED PASS THRU SIGN, SEE: INSTALL (N) 24 "X 24" PIN MOUNTED PASS THRU SIGN, SEE: (E) STANDARDS TYP. 0' -0" A.F.F. Y FINISH FLOOR TILE BASE AT DISPLAY PLATFORM (E) ACT CEILING BEYOND DISPLAY WALL — (E) COLUMN W/ (N) GYP. P435 A 6 -0 ` BD. WRAP DISPLAY WALL ON O�N / � l1 1 (E) GYP. BD. CEILING BEYOND \ / / O��N r., H / LEANING EAS FIN SYSTEM LEANING A rk MIRROR. SEE: MOUNTED TO MIRROR. SEE: A6 -2 VERTICAL RAILS A6 -2 TILE BASE AT DISPLAY PLATFORM 0' -0" A.F.F. FINISH FLOOR I 1/4 " =1-0 0' -0" FINIS FLOOR q 1..0 coo. C A50 REVISION # 2 — 07/25/08 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 'ROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET '4 SCALE: 1 /4 " =1' -0" DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: REGISTERED CHJTECT NDA MOTNAR STATE OF WASHINGTON 06/04/08 RECEIVF AUG 01 Mk PERMIT CENTb A5 -0 "UNATTACHED" "ATTACHED" II PERIMETER ACT ENCLOSURE ANGLE 3"= 1' -0" A62_12 BACKING PLATE NOT USED OPTION A: IF 3' -0" OR MORE, THEN DIVIDE: OPTION B: IF LESS AN 3' -0" THEN DIVIDE: OPTION A: EQ OPTION A: 2' -0" U.O.N. OPTION B: EQ1 OPTION B: EQ1 SSED STANDARDS 3/4" THK PLYWOOD UNDERLAYMENT INFILL WITH PLYWOOD TO PROVIDE SMOOTH LEVEL SURFACE, FREE OF DEPRESSIONS TO ADHERE CARPET TILE, AND AS NEEDED TO ALIGN FINISH FLOOR ELEVATIONS OF TWO MATER ALS. (N) ANTI - FATIGUE TO (N) TILE 2' -0" REPEATED (E) CONCRETE SLAB 1' -0" O.C., TYP. U.O.N. CARPET W/ ANTI FATIGUE MAT AS SCHEDULED 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO UNDERLAYMENT. WOOD FLOORING AS SCHEDULED (E) CONCRETE SLAB immilt4 re , we e , • 0,000 Ar Air 1' -0" O.C. TYP. U.O. E) WOOD TO (N) TILE 3"= 1' -0" A62_06 3". 1' -0" A62_05 Y4d, 1 n= 1 -0 A62_03 REVISION # 1 - 07/11/08 3/8" LONG 1 16 TYP. ALL FLANGES OF BACKING PLATE TO STUD BACKING PLATE 6" X 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS BACKING PLATE 6" X 1 1/4" 16 GA. TRACK NOTCHED AROUND STUDS BACKING DETAIL SEE ADJACENT DIAGRAMS 3 STUDS MIN. GA. SCREW STUDS WHERE BACKING PLATES OCCUR 166A BACKING PLATE TYPE 'B' 3- #8 F.H.S.H.S. BACKING PLATE TYPE 'A' TYP. 20 GA. MIN. SCREW STUDS -206A OF OPNGS. J. ` OF CEILING, WHERE OCCURS DOUBLE STUDS ® SIDES OF OPNGS. 1" LONG 1/16 V TYP. WEB OF BACKING PLATE TO STUD DOUBLE STUDS © SIDES OF OPNGS. 1" LONG 1/16 V TYP. WEB OF BACKING PLATE TO STUD NOTES: 1. TYPE 'A' BACKING FOR MISC. ITEMS IE. SURFACE MID. MIRRORS, WASTE RECEPTACLES, TOWEL DISPERNSERS, ETC. MAXIMUM WEIGHT - 50 LBS. 2. TYPE 'B' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. 3. MAXIMUM WEIGHT - 100 LBS. /FT. 4. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS. VERIFY LENGTH, HGT., LOCATION OF BACKING PLATE, AND NUMBER 5. REQ'D. WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING 6. ITEMS TO BACKING PLATE. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. NO SCALE A62_10 OF SINGLE RECESSED STANDARD PERPENDICULAR WALL /CABINET, OR VIRTUAL CORNER WHERE OCCURS #12 -14 x Y4" HWH TEKS /3 12" O.C. TYP. OF SINGLE RECESSED STANDARD ALIGN (N) ANTI- FATIGUE TO ( WOOD 10 ANTI- FATIGUE - ALL CONCEPTS 1" . 1" OF SINGLE I OF SINGLE RECESSED RECESSED STANDARD STANDARD %" GYP. BD. MUD, TAPE AND SAND SMOOTH OVER RECESSED STANDARD TO CONCEAL. PAINT AS SCHEDULED. CARPET W/ ANTI FATIGUE MAT AS SCHEDULED 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. TILE AS SCHEDULED FULL A62 07 LINE OF BASE BELOW OF WALL (E) PRE — ENGINEERED — WOOD FLOOR 2' -0" REPEATED OF SINGLE RECESSED STANDARD 1 ALIGN RECESSED STANDARD, MATCH (E) 'STUD —EZE' BY CROWN METAL #5240, V.I.F. -. OPTION A: IF 3' —O" OR MORE, THEN DIVIDE: OPTION B: IF LESS TH 3' -0" THEN DIVIDE: OPTION A: 2' —O" OPTION A: EQ OPTION B: EQ1 OPTION B: EQ1 4" TYP. U.O.N. OF SINGLE RECESSED STANDARD RECESSED STANDARD LAYOUT SEQUENCE VARIES. V.I.F. 4 1 OF SINGLE RECESSED STANDARD (E) CONCRETE SLAB CLEAR SEALANT WOOD TO WOOD - ALL CONCEPTS • a 1/8" CLEAR ANOD. ALUM. DIVIDER STRIP. SOLID 3/4" WOOD FLOORING 0/ 3/4" PLYWOOD SUBFLOOR, SEAL ALL PERIMETER EDGES AT TILE, SEE PLAN FOR FINISHES • • Q. . L PERPENDICULAR WALL /CABINET, OR VIRTUAL CORNER WHERE OCCURS _AM ES I.UlIll■.Ul OF SINGLE RECESSED STANDARD (N) PRE — ENGINEERED WOOD INFILL BORDER. SLOPE 1:48 MAX. USE EQUAL BOARD WIDTHS AS NEEDED TO ACHEIVE SLOPE. FINISH TO MATCH (E) WOOD FLOORING. V.I.F. H22 (N) 1/8" CLEAR ANODIZED ALUMINUM DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. (N) TILE AS SCHEDULED \ \\� (E) CONCRETE SLAB CONCRETE UNDERLAYMENT / LEVELING PATCH — SLOPE IN ALL DIRECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION — PROVIDE CEMENT BASED FINISHING UNDERLAYMENT AT EDGES AS REQ'D FOR FEATHER EDGE 6"= V-0" A62_04 PROVIDE 6" METAL BLOCKING ATTACH MIRROR USING VENDOR PROVIDED BRACKET ATTACH MIRROR TO FLOOR W/ VENDOR PROVIDED BRACKET Ai 0' -0" FINISH FLOOR LEANING MIRROR - GAP (N) CARPET TILE AS SCHEDULED NOT USED A <7 a E) WOOD TO (N)CARPET ALIGN </ < 6y" / L 0 REPLACE (E) TRANSITION STRIP W/ 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. (E) PRE — ENGINEERED WOOD FLOORS. <1 . . v (E) CONCRETE SLAB SCHEDULED WALL TYPE REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1 0 4 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: 77618 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: DETAILS SHEET NUMBER: A "1 STATE OF WASHINGTON A6 -2 REGISTERED ARCHITECT RECEIVED AUG 01 2008 PERMIT CENTEI. 06/04/08 DAVID M. GOODSON, P.E. NAL ENGINEER PROFESSIONAL DM G IO # 08502.009 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231 -4138 214.739.8100 FAX 214.739.6354 REMODEL. CLASSIC 1 } � 1 1- 4EADEfiz SCHEDULE r ' 1.. MARK PRIMARY MEMBERS TOP 4 BOTTOM TRACKS DETAIL CONN. DETAIL WEB STIFFENERS BI 2- 6005162 -54 2- 362T125 -54 01 /53 -I 02/53 -I 91-MIL. GAP INC, CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 9406.6 52 1-155I6x4x5 /I6 N/A 0I/53 -1 02/53 -I NONE 53 wee I4x4x5 /I6 N/A 01/53 02/53 NONE STORE NO.: 1704 POST SCI— IEDULE STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 MARK PRIMARY MEMBERS SIDE TRACKS DETAIL CONN. TO SLAB PI 2- 3625162 -54 2- 3621125 -54 03/53 -I 04/53 -I P2 HS5 4x4xI /4 N/A 03/53-1 04/53-1 POSTS ARE FULL HEIGHT UNLESS NOTED TO BE 'TO BM.' OR DETAILED OT1- 1ERUJISE.) GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 2_5 ,.....•., REVISION # 2 - 07/25/08 __________, _____ 4! r 1 53 _ ----- -- PROFESSIONAL STAMP: \� Q 51 52 : �0 WASi ��, NI TTT111//i \1 1 I JOIST {' q 4 8' CLIP W/ 4- NI2 SCREWS EA. LEG. ® N 2 N �) N � j S >Z s , 0 EXPIRES 111 II�F � -- �, PLAN NOTES: 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITION5 PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 2. ASSUMED EXISTING FRAMING IS SHOWN ON PLAN AND IN DETAILS. G.C. SHALL FIELD VERIFY EXISTING FRAMING IS AS ASSUMED AND NOTIFY THE ENGINEER IF ACTUAL CONDITIONS DO NOT ALLOW THE INSTALLATION OF THE NEW CONSTRUCTION AS DETAILED. 3. REF. 51 - 2 FOR HEADER AND POST SCHEDULES. ARCHITECT I GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ 06/04/08 BID SET SCALE: AS SHOWN DRAWN BY: JB A &E JOB NO.: 01.7366.150 SHEET TITLE: ENLARGED STOREFRONT PLANS FIECEP AUG 01 Zut . PERMIT GEN I a_ SHEET NUMBER: S 1 ENLARGED STOREFRONT PLAN GAP 01 362S162 -33 6 16' O.C. W/ CONT. 362TI25 -54 TRACK EA. END. ATTACH TO BUILT -UP BM W/ 2- HILTI X -U PAP. m 16 ATTACH TO EXIST. W/ 2- *10 SCREWS OR 2- HILTI X -U PAP. 6 16' O.C. PROVIDE 3 *10 SCREWS e EA. STUD TO STUD CONNECTION (TYP.) 3626162-33 6 16' O.C. (TYP.) CONT. 362TI25 -54 TRACK ATTACH TO EXIST. W/ 2- *10 SCREWS OR 2- HILTI X -U PAP. 6 16' O.C. 3625162-33 e 48" O.C. CONT. 362TI25 -54 TRACK ATTACH TO IHSS BM WI 2 -HILTI X -U P.AF. e 16 3626162-33 6 16 O.G. U/ CONT. 362TI25 -54 TRACK EA. END ATTACH TO HSS BM W/ 2- I -IILTI X -U PAP. 6 16 O.G. itluhiiIr!Jlli`lllllilhi I 1il t �I �- � - -r,, Trf � --T,�- ''r I -�` i T I T r 1 —rl ��-�il;i1� - - ' � i , � iiili I!��Ji���ll �1�. � i III�( ��1111 Illl` 1 iilG ` Ii 1 Ili E4111�l _ 1 --- R�.�.e�' - -��.t �t.,(•x_�t }�� .f�� � -del"` i % �—_'. -... /r .._..: ._ ._ //, , /////&//?/,<,',/,- 3"= PROVIDE 3 *10 SCREWS EA. STUD TO STUD CONNECTION (TYP.) 3629I62 -33 6 16' O.C. (TYP.) CONT. 362TI25 -54 TRACK ATTACH TO EXIST. W/ 2- *10 SCREWS OR 2- WILTI X -U RAP. 6 16' O.C. CONT. 362TI25 -54 TRACK ATTACH TO BUILT -UP BM W/ 2- *10 SCREWS , 1 16' O.G. 362162 -33 61 16' O.C. W/ CONT. 362TI25 -54 TRACK EA. END ATTACH t0 BUILT -UP BM U/ 2- *I0 SCREWS 6 16' O.G. - a E=a al 1 "IIIITI 1111; Tj ri '1' ' j 1 j l l1I� l �I�1 1 } i1i I �1 il ��((i11 _ 3625162 -33 16' O.C. WI CONT. 362TI25 -54 TRACK EA. END. ATTACH TO BUILT -UP BM W/ 2- *10 SCREWS. ATTACH TO EXIST. W/ 2- *10 SCREWS OR 2- HILTI X -U PAP. m 16' O.C. DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER # 08502.009 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231 -4138 214.739.8100 FAX 214.739.6354 3"= V-0" REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 2 — 07/25/08 PROFESSIONAL STAMP: ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: DRAWN BY: I HMES 10-0 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 AS SHOWN GAP/ GAPKIDS SECTION AT ENTRY 02 GAP /GAPKIDS SECTION AT DISPLAY WINDOW 01 A &E JOB NO.: 01.7366.150 SHEET TITLE: STRUCTURAL SECTIONS RECEIVE V AUG 01 2008 PERMIT CENTEI SHEET NUMBER: S2 1 H55 BM REF. PLAN L4x4xI /4 STEEL BEAM TO POST CONNECTION HSS BM REF. PLAN L4x4xix1' -0' W/ 6- HILTI X -U P.A.F. EA. LEG. STEEL BEAM TO POST CONNECTION wee BM REF. PLAN HSS BM REF. PLAN PL 3 /8x3x1' -6' W/ 5- HILTI X -U P.A.F. TO EA. MEMBER. L4x4x1 /4 N.T.S. N.T.S. HSS BM REF. PLAN N.T.S. DAVID M. GOODSON, P.E. PROFESSIONAL ENGINEER # 08502.009 5445 LA SIERRA, SUITE 300 DALLAS, TEXAS 75231 -4138 214.739.8100 FAX 214.739.6354 FOR BUILT -UP BEAM, SEE 01/52-1 FOR BUILT -UP POST, SEE 03/52-1 06 BEAM TO POST CONNECTION FOR BUILT -UP BEAM - SEE 01/52 1 DOUBLE MEMBER POST W/ DBL. TRACK - SEE PLAN SCHED. FOR SIZES - (TYP.) 07 TYPICAL BUILT -UP POST EXTEND TRACK 4 ATTACH TO POST W/ 2- *10 SCREWS EA. SIDE. 54 MIL. PL. x 4'x6' EA. SIDE W/ 4- NO. 10 SCREWS TO POST 4 BM. REF. PLAN 4 HEADER SCHED. 4'x4'x0' -3 5/8' LONG x54 MIL. ANGLE WITH 4-"12 S.M.S. TO BM. AND 4 - 511.5. TO POST N.T.S. I6 - 0 I0 5.11.5. AT POINT OF LOAD(S) OR REACTION(S), TYPICAL AT BUILT -UP POST (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8 - S.M.S. at 12'o.c., TYPICAL AT BUILT -UP POST (4 SCREWS ON, THE TWO OPP. F A ; S NOT SHOWN)' , �_'� REVISION # 2 - 07/25/08 CODES AND STANDARDS ALL WORK 51-IALL COMPLY WITH THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE CITY OF TUKWILA, WA. DESIGN LOADS: PUBLIC AREAS 100 P5F INTERIOR PRESSURE 5 PSF LIGHT GAGE METAL FRAMING 1. ALL LIGHT GAGE MEMBERS SHALL BE AS SPECIFIED IN 'PRODUCT TECHNICAL INFORMATION' AS PUBLISHED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION (1050 ER- 4943P). LEGEND: 1200 5 162 - 54 - I - GAGE OF STUD (in mile) FLANGE WIDTH STYLE - 'S' STRUCTURAL, IT' TRACK DEPTH 600= 6', 1000 = 10', 1200 = 12' . FASTENERS FOR CONNECTING LIGHTGAGE MEMBERS TO LIGINTGAGE MEMBERS SHALL BE 0 10 SELF DRILLING, SELF TAPPING SCREWS UN.O. FASTENERS FOR CONNECTING LIGHT GAGE MEMBERS TO STRUCTURAL STEEL AND CONCRETE SHALL BE BY WELDING OR POWDER ACTUATED FASTENERS. 4. MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED FOR ALL WORK UNDER THIS SECTION. 5. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES, 54 mII (16 GA). OR HEAVIER SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A -653 WITH A YIELD OF 50 K5I AND AS SET FORTH IN SECTION 43.1 OF THE AISI 'SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. 6. ALL GALVANIZED STUDS, JOISTS, AND ACCESSORIES 43 mil (I8 GA.) AND LIGHTER SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A -653, WITH A YIELD OF 33 K5I AND AS SET FORTH IN SECTION A3.I OF THE AISI 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. 1. ALL GALVANIZED STUDS, JOISTS, AND ACCESSORIES SHALL HAVE A MINIMUM G -60 COATING. 8. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPABILITIES OF MEMBERS SHALL BE DEVELOPED IN ACCORDANCE WITH AISI 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. STEEL THICKNESS / GAGE PREVIOUS STYLE DESIGNATION GAUGE MILS 20 33 IS 43 16 54 14 68 12 9't STYLE FLANGE WIDTH CSN 131 CSJ 162 C5W 200 CSE 250 CR 11/4' TRACK TESTING LABORATORY SCOPE OF SERVICES ALL LIGHT GAGE MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS SHALL BE CHECKED FOR GAGE THICKNESS, DEPTH, AND WIDTH OF MEMBERS AND SPACING. 2 ALL MISC. STEEL MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS SHALL BE CHECKED FOR SIZE AND PLACEMENT. CONNECTIONS SHALL BE CHECKED FOR SIZE OF ELEMENTS. BOLTED CONNECTIONS SHALL BE CHECKED FOR NUMBER AND SIZE OF BOLTS. WELDS SHALL BE VISUALLY CHECKED FOR SIZE, LENGTH, AND QUALITY. THE GENERAL CONTRACTOR WILL SUPPLY ERECTION AND SHOP DETAIL DRAWINGS BEARING THE ENGINEERS STAMP NOTED 'APPROVED' OR 'APPROVED AS NOTED', THESE DRAWINGS SHALL BE USED FOR CHECKING AGAINST FINAL STEEL WORK IN PLACE. 3. HORIZONTAL AND VERTICAL ALIGNMENT OF LIGHT GAGE METAL AND MISCELLANEOUS STEEL FRAMING MEMBERS SHALL BE CHECKED. 4. ALL CONNECTIONS FOR LIGHT GAGE METAL FRAMING SHALL BE CHECKED FOR SIZE AND QUANTITY OF FASTENERS. 5. SUBMIT REPORT OF FINDINGS INDICATING CONFORMANCE WITH STRUCTURAL DOCUMENTS FOR: A. LIGHT GAGE METAL FRAMING B. MISC. STEEL FRAMING AND WELDING C. EXPANSION ANCHORS REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. 6. ALL SITE INSPECTIONS AND OBSERVATIONS ARE TO BE PERFORMED BY OR UNDER THE SUPERVISION OF A LICENSED ENGINEER. ANY DEVIATIONS OR DEFICIENCIES SHALL BE NOTED ON THE REPORTS AND ANY CORRECTIVE ACTION TAKEN, IF KNOWN. 1. CONTRACTOR SHALL CHECK DIMENSIONS, LOCATIONS, ELEVATIONS AND ALL CONDITIONS AT EXISTING STRUCTURE AND REPORT ANY VARIATIONS FROM CONTRACT DRAWINGS TO THE ENGINEER. 2. STRUCTURAL DETAILS MAY BE CHANGED TO SUIT FIELD CONDITIONS ONLY WITH ENGINEERS WRITTEN APPROVAL. 3. THESE DRAWINGS HAVE BEEN PREPARED USING INFORMATION GATHERED FROM LANDLORD L.O.D. ALL EXPOSED EXISTING CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. CONCEALED CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM EXISTING CONDITIONS SHOWN ON THE DRAWING. DO NOT PROCEED WITH WORK UNTIL ENGINEER HAS INVESTIGATED EXISTING CONDITION AND ISSUED ADDITIONAL INFORMATION WHICH MAY BE REQUIRED. 4. WHERE EXISTING FIREPROOFING 15 DISTURBED FOR THE INSTALLATION OF NEW BRACING AND FRAMING, THE G.C. SHALL REPLACE THE DISTURBED FIREPROOFING WITH MATERIALS TO MATCH THE ORIGINAL CONDTIONS (THAT IS TYPE AND THICKNESS) AFTER THE INSTALLATION OF THE NEW MEMBERS. WELDING MISCELLANEOUS SHOP DRAWING AND QUALITY CONTROL REQUIREMENTS : STRUCTURAL ELEMENT 20 GAGE AND HEAVIER LIGHT GAGE METAL FRAMING GENERAL NOTES DESIGNED BY ENGINEER 51-10P DRAWING REVIEW BY ENGINEER ENGINEER YES YES INSPECTION REQUIRED PERIODIC BY TESTING LABORATORY PERIODIC BY TESTING LABORATORY GENERAL CONTRACTOR - NOTE!! 1. BEFORE STARTING LIGHT GAGE METAL FRAMING SHOWN ON TI-4E STRUCTURAL DRAWINGS, THE GENERAL CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER OF RECORD: A. NAME OF MANUFACTURER OF LIGHT GAGE METALS TO BE SUPPLIED FOR WORK SHOWN ON STRUCTURAL CONTRACT DOCUMENTS. B. MANUFACTURERS TABLE OF PHYSICAL AND STRUCTURAL PROPERTIES FOR LIGHT GAGE METALS TO BE INSTALLED AS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. C. CERTIFICATION FROM SUPPLIER STATING THAT LIGHT GAGE METALS AND FASTENERS TO BE SUPPLIED AND INSTALLED CONFORM TO THE APPROPRIATE REQUIREMENTS NOTED ON THE STRUCTURAL CONTRACT DOCUMENTS. 2. GENERAL CONTRACTOR SHALL ALLOW A SUM FOR INSPECTION OF ALL LIGHT GAGE METAL FRAMING AND STRUCTURAL STEEL SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. 3. OWNER SHALL ENGAGE A LOCAL TESTING LABORATORY TO PERFORM REQUIRED INSPECTIONS OF ALL LIGHT GAGE METAL FRAMING AND STRUCTURAL STEEL SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. SUBMIT COPIES OF ALL REPORTS TO ENGINEER. 4. GENERAL CONTRACTOR SHALL PROVIDE A COPY OF THE STRUCTURAL CONTRACT DOCUMENTS TO TI-4E TESTING LABORATORY SO THAT THE LABORATORY CAN DETERMINE SCOPE OF SERVICES REQUIRED. 5. GENERAL CONTRACTOR SHALL COORDINATE WITH TESTING LABORATORY ALL REQUIRED INSPECTIONS PRIOR TO INSTALLATION OF GYPSUM BOARD AND /OR OTHER FINISHES. 54 -MIL PL x3 "x8' W/ 2- '12 S.M.S. SCREWS TO POST 4 BM I SIDE. FOR BUILT -UP BEAM - SEE 01/S2 -3 BEAM OVER POST DETAIL 4'x4'x3 5/8' LONG x 54 -MIL ANGLE WITH 4- " 12 S.M.S. TO SEAM AND 4- *12 S.M.S. TO POST. - TYPICAL EA. SIDE OF COLUM. FOR BUILT -UP POST, SEE 03/62-3 SCALE: 05 DOUBLE MEMBER SEAM (SEE PLAN 4 SCHED. FOR SIZES) TRACK TOP AND BOTT. (TYP. ) TYPICAL BUILT -UP BEAM STOP TRACKS OF BUILT -UP POST SHORT OF BOTTOM TRACK %2" MAXIMUM 362T125 -54 TRACK WI 3- HILTI X -U FASTENERS TO CONC. (I I /4' EMBED) COPE FLANGES EA. END. WEB PROTRUDES 3' EA. END CONNECTION TO CONC. SLAB S - "I0 S.M.S. at I2'o.c., TYP. AT BUILT -UP BEAM (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) N.T.S. FOR BUILT -UP POST, SEE 03/52 -1 2 - "I2 S.M.S., EACH SIDE (OPP. SIDE NOT 5I -IOWN) N.T.S. 01 04 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 17 0 4 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: � . 14 3.6„ ExP�ITES 10_04_ j ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: DRAWN BY: JB AS SHOWN A &E JOB NO.: 01.7366.150 06/04/08 SHEET TITLE: STRUCTURAL DETAILS & NOTESRECE AUG 01 2008 PERMIT CENTEI SHEET NUMBER: S7 2 CASHWRAPS FABRICATOR OWNER NO SIGNAGE (HALO AND NON- STANDARD SIGNS ONLY) ARCHITECT ARCHITECT /OWNER NO POST CONSTRUCTION AS BUILTS GC ARCHITECT/ OWNER NO STOREFRONT GC ARCHITECT/ OWNER NO G K B I M RECESSED STANDARDS 0 G 1 G K B I M WOOD FLOORING REFINISHING SYSTEM G G 2 3 G K B I M TILE G G 2 G K B I M VINTAGE "SINGLE -SLOT" RECESSED STANDARDS 0 G 1 G K B I M RECESSED STANDARDS 0 G 1 G K B I M CEILING MOUNTED DISPLAY TRACK 0 G 1 GK B I M BLOCKING BY GC. ITEM I STOREFRONT - GENERAL EXTERIOR SIGNAGE INTERIOR SIGNAGE SALES AREA LEANING FRAMED MIRROR CASHWRAP.- GENERAL CASHWRAP I FITTING ROOM AREA - GENERAL FITTING ROOM HOOK STRIPS OTHER LIGHT, FIXTURES & LAMPS LOCK CORES FITTING AREA MARKETING GRAPHICS SECURITY SYSTEM EAS SYSTEM GENERAL NOTES KEY NOTES 0 G 14 G 15 1 15 z ce ® m ® I- Lu RESPONSIBILITY MATRIX - LCL - I M BLO CKING AND G LA Z IN G BY G . C . G K B I G K B I M 1. THIS RESPONSIBILITY MATRIX DELINEATES: -OWNER AND LANDLORD FURNISHED ITEMS -OWNER AND LANDLORD PROVIDED ITEMS -ITEMS TO BE PURCHASED THROUGH DESIGNATED NATIONAL SUPPLIERS 2. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION COMMENTS ELECTRICAL BY G.C. TYPICAL PLACEMENT AT (E) HOOKSTRIP LOCATION TO REUSE (E) BLOCKING G K B I M BLOCKING, ELECTRICAL BY G.C. G K B I M G - 1 G K B I M CONDUIT, POWER TO J -BOX BY G.C. L = LANDLORD G = GENERAL CONTRACTOR / SUBCONTRACTOR 0 = OWNER FURNISH - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK, UNLESS OTHERWISE DEFINED IN GREATER DETAIL INSTALL - DESCRIBES OPERATIONS AT PROJECT, FROM INSPECTION AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED USE. PROVIDE - MEANS FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 1. G.C. IS RESPONSIBLE FOR UNLOADING OWNER FURNISHED CONSTRUCTION ITEMS. 2. G.C. REQUIRED TO PURCHASE FROM SUPPLIERS WITH WHOM OWNER HAS INVENTORY OR PRICING AGREEMENT. G.C. RESPONSIBLE FOR PURCHASE AND DELIVERY. 3. G.C. TO COORDINATE INSTALLATION WITH PROVIDER. 4. ITEM DELIVERY SCHEDULED BY OWNER FOR LAST WEEK OF CONSTRUCTION. 5, SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX. ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR NO SCALE 1. FIRE SPRINKLER 2. SIGNAGE 3. FIRE ALARM SEPARATE PERMITS BID ALTERNATE INFORMATION 'ro ad IBC EDITION: ❑ UBC EDITION: ❑ UPC EDITION: NEC EDITION: DUMC EDITION: ❑ BOCA EDITION° I SBC EDITION: SUPPLEMENT 2003 ANSI CONSTRUCTION TYPE OCCUPANCY USE 2006 2005 SEISMIC ZONE D2 STEEL FRAME MERCANTILE AUTOMATIC SPRINKLER SYSTEM? BUILDING DESCRIPTION 1. NUMBER OF FLOORS IN BUILDING 1 2. FLOOR(S) OF PROPOSED RENOVATION 1 3. EXISTING USE MERCANTILE 4. EXISTING OCCUPANCY MERCANTILE 5. HISTORIC /ARCHITECTURALLY ® YES E NO SIGNIFICANT BUILDING? E TrfrowriMiltE Akk „Afrew Ors ►�1i a L•7` ' ` �'" ►" 4.4 • GYPSUM BOARD PAINT FINISH & 415 - 305 -4629 USG 5/8" TYPE 'X' GYP. BD. WITH 3 -5/8" X 20 GA. METAL STUDS; ASTM E -84 UNDER THE MILL - BURTON ACT. IT HAS A FLAME SPREAD RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792 -4400 . BENJAMIN MOORE PAINT ASTM E -84 UNDER THE MILL - BURTON ACT. IT HAS A FLAME SPREAD RATING OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: CHRISTOPHER POWELL, BENJAMIN MOORE PAINTS (800) 642-5678 SCUFFMASTER PAINT - ASTM E- 84 -91A. CLASS A OR TYPE I. CONTACT: PATTY ROSE 800 - 347 -0550 X 821 PLASTIC LAMINATE SEE VENDORS BELOW; ASTM E -84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. CONTACTS: STEVE TYACK, WILSONART (510) 489 -9555 SHIRLEY DEHART, NEVAMAR (800) 264 -0778 X7708 UESL HEIL, FORMICA (415) 956 -7742 CHRISTAL GRESS, PIONITE (650) 207 -7735 MEDIUM DENSITY FIBERBOARD (MDF) MEDITE CORPORATION; FORMALDEHYDE -FREE WOOD- BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM 2037 -87 -25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E -84. CONTACT: MEDITE CORPORATION (541) 773 -2522 WHEATBOARD SHELVING WHEATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 RUBBER BASE ASTM F1861 -98, TYPE TS, GROUP 1, STYLES A & B - FEDERAL SPEC. SS -W -40A TYPE 1, STYLES A & B ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150 -200 CONTACT: COLLEEN CORBETT, 800 - 669 -7010 EXT. 550 I \�� CC RWEWAINSIESIWSLYZE w7.24117: 31:124fwactece •Arg. Itc4priCe. v -- r .vvortfir ; ..'� a• s t urr vqu1 ° I',o',age 1 display areas, adjacent closets as well as public elevator, ATTACHED STOCKI PROCESSING AREA (*Back of- house" area: Includes stock and/or staging areas, managers office, employee area, toilet rooms, conveyor/dumbwaiter, exit corridors and adjacent MEPICashILPTfralning rooms) REMOTE STOCK/ PROCESSING AREA (Stock area in other areas of the center, i.e. separate from the store) OTHER IMPROVED: ( Includes excessive exit corridors, S TOTAL IMPROVED (1 +2 +.3 +4) BR I FT/ ONIOutlet Gap Adult Gap Body Gap Kids Gap BabyIMatemity BR/ FT /ON /Outlet PROJECT PROFILE boa W Ike Maks amaze 7 ;Mk IMPRQVABLE (5 +:6 urront S quare Footage Break • 1ST FLOOR SQUARE II. OCCUPANT LOADS • FOOTAGE RETAIL STOCK /STORAGE OFFICE TOTAL NUMBER OF OCCUPANTS YES ❑ No Brand Dinsuin BRI Fri ON /Outlet Gap Adult Gap Body Gap Kid6 Gap Baby/Matemity BR FT /ON /Outlet Gap Adult Gap Body Gap {Oda Gap Baby1Matainify" BR/ FT/ ON / Outlet Gap Mull Gap Body Gap Kids Gap Baby/Matemity Gap Adult Gap Body Cap Kids Gap Baby/Matemlty OT BR/Ft/ON/GUM . Gap Adult Gap Body Gap Kids Gap Baby/Maternity orallll TOTAL � 4. PROPOSED STRUCTURAL ALTERATIONS? 5. ENERGY CALCULATION ATTACHED? 6. TOILET FACILITIES PROVIDED? vei sementiCeilat) 8733 SF /30 1663 SF /300 58 SF /100 292 292 299 TOTAL EXITS REQUIRED 2 TOTAL EXITS PROVIDED FLAME SPREAD RATINGS NO SCALE 10 AREA / OCCUPANT LOADS 1. PROPOSED USE MERCANTILE 2. PROPOSED OCCUPANCY MERCANTILE YES NO 3. EXTERIOR STOREFRONT 1/ ❑ RENOVATION? 7. FIRE SYSTEM MODIFICATIONS? STROBES ❑ ALARM SPRINKLERS km WM Level I (within Level 2 (within store area) store area) 5 F l: ff NO SCALE A00 01 NO SCALE A00_O1 NO SCALE d. A00 01 NO SCALE A00 01 0 4 Le* 4.(wltfdn; store area) NUMBER OF OCCUPANTS 9B 9A 0 ►:, t eM 0;4 0,4 1) THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON:DRAWINGS DATED: 10/31/91 WITH REVISIONS DATED: 04/24/08 PREPARED BY: GENSLER 2) ANY DISCREPANCIES BETWEEN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. 3) THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. 4) ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RESPONSIBLE FOR EVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW ALL CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. 5)GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. 6) SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND /OR THE SPECIFICATIONS THE OWNER. SHALL BE INFORMED OF THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER SHALL PROVIDE DIRECTION AS TO HOW TO PROCEED. 7) IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. 8) THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. - 9) SIGN CONTRACTOR TO OBTAIN SIGN . PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERBYS. 10) THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT UGHIING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 11) EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE. FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. 12) ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 13) WHEN CONTRACTOR ACCEPTS DEUVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 14) CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERMITTED. 15) ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE LANDLORD PRIOR TO CUTTING/ CORING. 16) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 17) ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. 18) DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED OR DETAILED. 19) COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN FIELD. 20) OWNER AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. 21) PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. GENERAL NOTES NOT USED REVISIONS No 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. SEPARATE ED FOR: PERMIT REQUIRED �( echanlcal ( ectriCai (Numbing l3Gas Piping City of Tukwila BUILDING DIVISION NO SCALE A00_01 FILE OPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any a I , •,, code or order. ipt . of approved Field t - / - . • . • iS acknowledged: By 454 /di Date: City 01 Tukwila BU1' j)NG DIVISION 77A/T442a [ EMIT AND I v A00_01 NO SCALE NO SCALE NO SCALE TUKWILA, WA 98188 PROFESSIO ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: NOT TO SCALE DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: PROJECT INFORMATION SHEET NUMBER: SCOPE OF WORK MAILING 3 633 SOUTHCENTER SEATTLE, WA'" 98188 LOCATION MAP ARCHITECTURAL/ STRUCTURAL ELEMENT NOTE: SEE MECHANICAL /ELECTRICAL SHEETS FOR ADDITIONAL SUBMITTALS, PM NOTE: ARCHITECT TO MODIFY ACCORDING TO STORE SPECIFIC SHOP DRAWING /PRODUCT SUBMITTAL AND INSPECTION REQUIREMENTS TENANT: GAP INCORPORATED 901 CHERRY AVENUE SAN BRUNO, CA. 94066 STORE DESIGNER: WIL CUYCO (415) 427 -6671 EMAIL: WL_CUYCOOGAP.COM CPI: BOB BOYL TEL:(503) 221 -8787 EMAIL BBOYLOBOYL- AMES.COM CONSULTING ARCHITECT: GENSLER 2 HARRISON ST SUITE 400 SAN FRANCISCO, CA 94105 PH: (415).836.4462 FAX: (415).836.4599 CONTACT: DANIEL PAMPERIN EMAIL DANIEL_PAMPERIN©GENSLER.COM PROJECT TEAM - II AO -0 A PR JE S rG T I FOR ATION S L E • A1-0 BARRICADE DETAIL/ EGRESS PLAN . L 4 A2 -0 CONSTRUCTION PLAN A3 -0 REFLECTED CEILING PLAN A4 -0 STOREFRONT ELEVATION A4 -1 ENLARGED STOREFRONT PLAN & RCP A4-1.1 STOREFRONT SECTIONS A4 -2 STOREFRONT SECTIONS 4 -2.1 STOREFRONT DETAILS A5 -0 INTERIOR ELEVATIONS A , -3 A7 -0 CASHWRAP DETAILS ELECTRICAL: E0 -0 ELECTRICAL NOTES AND LEGEND. E1D -0 DEMOUTION POWER PLAN E1 -O ELECTRICAL POWER PLAN E2D -O DEMOUTION LIGHTING PLAN E2 -O ELECTRICAL LIGHTING PLAN E3 -O POWER RISER AND SCHEDULES E3 -1 PANEL SCHEDULES E3 -2 LIGHT FIXTURE SCHEDULE E3 -3 LIGHT FIXTURE DETAILS E3 -4 ELECTRICAL DETAILS E4 -O ELECTRICAL DETAILS E4 -1 ELECTRICAL DETAILS E4 -2 CASHWRAP DETAILS E5 -O ELECTRICAL SPECIFICATIONS E5 -1 ELECTRICAL SPECIFICATIONS MECHANICAL: M4 -0 FIRE SPRINKLER PLAN DRAWING INDEX DESIGNED AND /OR DESIGNATED BY: SUBMITTAL REVIEWED BY: LANDLORD: WESTFIELD 633 SOUTHCENTER MALL TUKWILA, WA 98188 206.246.0423 FAX: CONTACT: DANYULE BRAKU EMAIL: DBRAKUSOWESTFIELD.0 INSPECTION REQUIRED /BY: NO SCALE A00_Ol Cope COMPLIA M'PRO S JUL 1 B ' ,0(� ® it1W a ITV 1SIDi\ MECHANICAL. PLUMBING. & ELECTRICAL ENGINEER: LARSON BINKLEY 6363 COLLEGE BLVD. SUITE 400 OVERLAND PARK, KS 66211 -15424 (913) 383 5816 FAX: (913) 383 2831 CONTACT: DENNIS EVANS EMAIL: DENNIS.EVANS@LARSONBINKLEY.COM A00_01 RECEIVED CITY OF TUKVVILA JUL ,1 .5 2008 PERMIT CENTER CORRECTION LT R# A00_O1 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1 704 STORE NAME: SOUTHCENTER GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 AREA FLOOR MATERIAL WALLS CEILING MATERIAL BASE MATERIAL MATERIAL HEIGHT SALES AREA GAP /GAPKIDS PAINT PAINT (E) GYP. BD. GYP. BD. VIE WOOD P435 P435 P53 H22 PAINT PLASTIC (E) MAPLE/ LAMINATE WOOD BASE A.C.T. TILE AT3 B404 P435 T85 GAP ADULT / GAPKIDS PAINT SOFFITS FACE AT (E) P435 FITTING AREA HALLWAY WOOD PAINT PAINT (E) GYP. BD. GYP BOARD V.I.F. P435 H22 P435 WOOD BASE P53 CARPET WHERE IS CARPET (E) HALLWAY PAINT PLASTIC (E) MAPLE/ LAMINATE A.C.T. AT3 B404 P435 PAINT (E) TRIM P435 C416 APPLIED FITTING FILM ADD ON AREA PS WALL FL10 FITTING ROOMS CARPET PAINT PAINT (E) GYP. BD. GYP BOARD 11'_0" V.I.F. C416 P435 P435 P53 WOOD BASE (N) MAPLE BENCH H.C. TOP A.C.T. AT3 8404 P440 PAINT (E) TRIM P435 PUBLIC TOILET ROOM (E) - (E) GYP BOARD GYP BOARD V.I.F. P435 P53 EXIT CORRIDOR (E) (E) GYP BOARD GYP BOARD V.LF. P435 P53 STOCK (E) (E) (E) (E) V.I.F. NOT USED 101, 102, 103 LOCATION DOOR TYPE: Al INTERIOR GLASS ENTRY MARK DOOR INFORMATION NOMINAL SIZE (WxHxD) MATERIAL GLASS / METAL DOOR TYPE FSB #3880 00 MATERIAL METAL / - FRAMELESS DOOR INFORMATION -TYPE, HARDWARE, SCHEDULE NOT USED FRAME INFORMATION JAMB 11/A4 -2.1 HEAD 8/A4 -2 SILL HARDWARE GROUP FIRE RATING COMMENTS A1-3 - PROVIDE SIGNAGE: "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" NO SCALE A01_06 NOT USED A01_05 P53 ACOUSTIC TILE CEILING TILE T85 TERRAllO TILE - INNOVATIVE MARBLE AND TILE, INC., ANGELICUS HONED, 23 5/8" X 23 5/8" TILE, USE MATTE SEALER. CONTACT: SHELLY WEISS 631.273.4445 [GAP/ GAPKIDS SALES FLOOR] tt ..��.. 1 cOr 4."4 atikteTt- intrar iI,illl u,.ip THRESHOLD CORIAN THRESHOLD/ TRANSITION STRIP. FINISH "BLACKBERRY ICE" FINISH SCHEDULE - LCL NO SCALE A01_01 GAP PROJ. I.D.: 0000043668 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: NOT TO SCALE DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 NOT USED. 4" #4 BRUSHED S.S. TOP RAIL 1/2" TEMP. GLASS ENTRY HANDLE #4 BRUSHED S.S. BOTTOM RAIL GROUP Al -3 DOUBLE ENTRY DOORS AT INTERIOR 1/2" GLASS WITH 10" BOTTOM RAILS AND 4" TOP RAILS TO ACCOMMODATE 72" X 119 1/2" DOOR OPENING. DOORS, RAILS AND ALL HARDWARE BY OLDCASTLE GLASS . QTY. 2 ITEM CENTER HUNG FLOOR CLOSER CENTER HUNG TOP PIVOT DEADBOLT LOCK AT BOTTOM RAIL DEADBOLT LOCK AT BOTTOM RAIL BACK TO BACK DOOR PULLS TANDEM HEAD STOP WITH BUMPER DOOR STOP AT POCKET DUSTPROOF STRIKE AT CLOSED POSITION RETRACTABLE FLOOR STOP AT OPEN POSITION DESCRIPTION NOT USED JACKSON BF1000 -NHO X 630 SATIN STAINLESS STEEL - PROVIDE SWING LIMITING FUNCTION AT 90 DEGREES RIXSON H345 X. 626 SATIN CHROME OLDCASTLE LOCK WITH THUMBTURN X 626 SATIN CHROME AT INTERIOR AND BEST 7 -PIN MORTISE CYLINDER #1E74C4 X 626 SATIN CHROME AT EXTERIOR OLDCASTLE LOCK WITH THUMBTURN X 626 SATIN CHROME AT INTERIOR AND DUMMY CYLINDER, X 626 SATIN CHROME AT EXTERIOR FSB 6642 X 400 MM X ALUM OLDCASTLE OAS -DS6 ROCKWOOD 570 X 626 SATIN CHROME LESS FACE PLATE TICE INDUSTRIES - RS2 - 2" RETRACTABLE FLOOR STOP, SPRING LOADED ROOM FINISH SCHEDULE - LCL NO SCALE 8404 C25 C416 FL3 FL10 GL2 H22 PS P73 P435 P440 PL401 PL402 CODE DESCRIPTION 24 X 24 ACT REMODEL TILE - ARMSTRONG OPTIMA OPEN PLAN #3251 BASE 3/4" PAINT GRADE WOOD BASE. TOP OF NEW BASE ON WALL TO MATCH TOP OF EXISTING BASE ON WALL TO AVOID CONFLICTS WITH EXISTING STANDARDS/ SHELVING CARPET ANTI FATIGUE MAT - "DURATION" 3/8" CASTLE GREY 900 CARPET OVER 1/4" ANT - FATIGUE BACKING. 19.69" X 19.69" TILES. CONTACT: GRAND ENTRANCE, MICHELLE COLLINS 888.424.6287. [CASHWRAP MAT] 41!,k 4 1 e . ". .. CARPET TILE - INTERFACE # 240014 - 007 GLASBAC TILE, INTERSCULPT PATTERN LOOP, CUSTOM COLOR FOR STORE NAME: SOUTHCENTER GAP. DAVID HILL 415.421.7700 PATTERN # M0450 FILM WINDOW FILM - 3M SCOTCHCAL 7725 -10 WHITE. APPLY TO INTERIOR SIDE OF GLAZING. [USE TO BLOCK EXISTING WINDOW1 MARKETING GRAPHICS AT FITTING ROOM AREA. GC TO CONTACT GAP MARKETING FOR FINAL PAINT/ FINISH LOCATION: GRACE LEDESMA 415.427.2736, GRACE_LEDESMA©GAP.COM GROUT / SEALANT G37 GROUT - MAPEI ULTRACOLOR POLYMER- MODIFIED SANDED TILE GROUT #93 "WARM GREY" [USE WITH T85] GLASS MIRROR GLASS - 1/4" SILVERED MIRROR GLASS WITH POLISHED EDGES AND MIRROR BACKING, PER SPECIFICATIONS. WOOD FLOORING b 4 6 pL 66 FLOOR REFINISHING SYSTEM - PATCH (E) FLOORING AS NEEDED WITH: HARTCO CINNAMON 4 1/2" WIDE FLOORING MODEL # EPP4101 - STAIN: ANTIQUE BROWN DRIFAST STAIN BY WHELANS. - CLEAR FINISH COAT ON STAIN: BONA DRY FAST STAIN (CLEAR COAT) W/ 3 COATS BONA TRAFFIC SATIN COMMERCIAL STAIN. CONTACT: ROBERT DONELY, ROBERTMELANS.COM 800- 896 -2269 X 791; MATT DONELY, MDONELY@WHELANS.COM 800 -896 -2269 X 735 FOR STORES IN CANADA: FRESHCO RETAIL MAINTENANCE INC. HEATHER MASON 905 -469 -3182 HEATHER@FRESHCO.CA [REFINISH OF EXISTING SALES FLOOR/ FITTING ROOM BENCH] PAINT SEASONAL PAINT COLOR SCHEME AND FINAL LOCATIONS WILL BE FINALIZED AND DISTRIBUTED DURING CONSTRUCTION. (THE GAP C.P.M IS RESPONSIBLE FOR CO- ORDINATION WITH DESIGNATED SEASONAL PROGRAM MANAGER TO IDENTIFY, CONFIRM, AND COMMUNICATE THE APPROPRIATE SEASONAL COLOR SCHEME TO THE PROJECT TEAM FOR USE) PAINT - BENJAMIN MOORE: 1ST COAT - SUPER SPEC LATEX ENAMEL UNDERCOATER & PRIMER SEALER PRODUCT NO.: #253, COLOR FORMULA: WH -2X. 2ND AND 3RD COATS - SUPER SPEC LATEX FLAT PRODUCT NO.: #275, COLOR FORMULA: WH -2X. (UNTINTED 1B BASE)1.800.642.5678 [GAP, GAPKIDS, BABYGAP, GAPBODY CEILINGS] PAINT - PPG GLOBAL REFINISH SYSTEM DG #909097 "GAP WHITE ". CONTACT PPG CUSTOMER SERVICE FOR LOCAL DISTRIBUTOR (800) 647 -6050. [STOREFRONT & MISC. METALS] PAINT -GAP 2000 WHITE - SCUFFMASTER SCRUBTOUGH PRODUCT NO. # G5704544. G.C. TO ALLOW ONE WEEK LEAD TIME AFTER VENDOR'S RECEIPT OF PAYMENT. ENSURE PAINT IS ORDERED PRIOR TO REMODEL TO REMAIN ON SCHEDULE. CONTACT: SCUFFMASTER, PATTY ROSE 800 -347 -0550 X 821 & 415 -305 -4629 [GAP /GAPKIDS SALES] SEALER- BENWOOD POLYURETHANE FINISH FLAT C424 BY BENJAMIN MOORE. 1800.642.5678 [MAPLE VENEER BENCHES. PLASTIC LAMINATE PLASTIC LAMINATE FROSTY WHITE 1573 -60. WILSONART LAMINATE 1- 800 - 433 -3222 [BABYGAP, GAPKIDS, GAPBODY ADA BENCH/ ALL BRANDS MANAGER'S WORKSTATION] PLASTIC LAMINATE - INDIGO D379 -60. WILSONART LAMINATE 1- 800 - 433 -3222 [GAP ADA BENCH] METAL METAL - 16 GA. #4 BRUSHED STAINLESS STEEL [INTERIOR STOREFRONT BASE] REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE LOCATION: 633 SOUTHCENTER SEATTLE WA 98188 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 ODE COMPLIA ,1cE RE'VIEWEL E6 a APPROVE JUL 1 2008 I Of Tukwila BUILDING DIVISION CITY RECEIVED WILA JUN 13 '2008 PERMIT CENTER PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 SHEET TITLE: SHEET NUMBER: REGISTERED ARCHFTECT BRIAN V RSON STATE OF WASHINGTON FINISH/ DOOR SCHEDULE AO -1 06/04/08 TOILET ROOM, FIXTURES AND ACCESSORIES WALKS AND SIDEWALKS SECTION A -A A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. B, SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP- RESISTANT. D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL, AND A MAXIMUM OF 1/2" IN SIZE. F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVEL GREATER THAN 1/2 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS OF AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL. 0 TACTILE SIGNAGE A. WHEN SIGNS IDENTIFY A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, OR WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, CORRESPONDING TACTILE SIGNAGE SHALL BE INSTALLED. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A B. BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM, WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6" IN HEIGHT. C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. THE HEIGHT OF VISUAL CHARACTERS SHALL BE A MINIMUM 5/8" PLUS 1/8" PER FOOT OF VIEWING DISTANCE OVER SIX FEET. CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER STROKE WIDTH OF VISUAL ONLY CHARACTERS SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 30 %. TACTILE SIGNAGE DUPLICATING THE INFORMATION SHALL BE PROVIDED, EITHER AS PART OF THE VISUAL SIGN OR A SEPARATE TACTILE SIGN PROVIDED. D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2 ". CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER STROKE WIDTH SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 15 %. CHARACTERS SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40" OFF THE BACKGROUND, WITH DOTS SPACED 1/10" WITH -IN CELLS, AND 1/4" BETWEEN CELLS. (OR SPACED PER ANSI TABLE 703.5) F. TACTILE SIGNS SHALL BE MOUNTED 48" MINIMUM, AND 60" MAXIMUM ABOVE THE FLOOR TO THE CENTERLINE OF THE SIGN. AN 18" X 18" CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, BEYOND THE ARC OF ANY DOOR, SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SIDE OF. THE .DOOR. WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE RIGHT SIDE. G. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A NON- GLARE FINISH 30 RAMPS A. B. C. D. E. F. G. H. . INTERMEDIATE LANDINGS ON RAMPS SHALL HAVE A DEPTH OF NOT LESS THAN 5' -0 ". WHERE A CHANGE IN RAMP DIRECTION OCCURS, A MINIMUM 60" BY 60" LANDING SHALL BE PROVIDED. 18" SQ/ CLEAR SPACE LTOGRAl WHEN USED LOBBY ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 :20 (1 :12 MAXIMUM) 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72" SHALL HAVE HANDRAILS ON BOTH SIDES. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING DIMENSION SHALL BE NOT LESS THAN 42 INCHES CLEAR PLUS THE WIDTH OF THE DOOR. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24- INCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18- INCHES AT INTERIOR RAMPS. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES DEEP INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 INCHES. 60" MIN. I p-- I- - - ,I, RAMP DOWN J. RAMPS SHALL BE NOT LESS THAN 4' -0" WIDE. RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE PEOPLE SHALL BE NOT LESS THAN 5-0" WIDE. K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. 24 EXTERIOR 18 INTERIOR LANDING AT RAMP L. SURFACES OF RAMPS SHALL BE SLIP - RESISTANT. M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, RAILING OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30" 1:12 30 FEET 1:16 40 FEET INTERVAL MAX. 1 :20 50 FEET 40 STAIRS A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS MUST BE 1 1/4 INCHES TO 2 INCHES IN EITHER CROSS SECTIONAL DIMENSION AND 1.1/2 INCHES CLEAR FROM THE WALL EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. B. EXTERIOR STAIRS CAST IRON (NON -SKID) STAIR NOSINGS MIN. 2" WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND AT EVERY TREAD. C. INTERIOR STAIRS: MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS SLIP- RESISTANT AS STAIR TREADS. STAIRS HANDRAILS z LATCH APPROACH co � I 12" M IN. FRONT APPROACH PULL SIDE PULL SIDE 18" MIN. ROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. PUSH SIDE NOTE: ALL STAIRS TO HAVE CLOSED RISERS. 0 DOORS A. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH. ON A FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING DOORS AS FOLLOWS: INTERIOR DOORS - 5 POUNDS PRESSURE EXTERIOR DOORS - 8.5 POUNDS PRESSURE FIRE DOORS - 15 POUNDS PRESSURE ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE. C. FLCOR LEVEL AT DOORS THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). 2 THRESHOLDS LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 6A. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WITH DOCR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. mow I. g8a~ I —� v`r g c:I I PUSH SIDE ¢ LPUSH SIDS 54" M I11. HINGE APPRO ARE A 2 WHEN CHIL HANDRAILS PRIMARY USERS. TW = TREAD WIDTH (11" MIN.) NOTE: MINIMUM STAIR WIDTH = 36" VESTIBULE FIGURE 60 PROTRUDING OBJECTS KNEE AND TOE CLEARANCE 1/2" MAX. 1/4" MAX. I - P ULL sum X = 36" MIN. IF. Y =60" ""- OR x I X = 42 "MIN. IF Y=54" A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 4" MAXIMUM. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80' ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. HEAD ROOM: 80" MINIMUM. 0 ELECTRICAL A ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 10" MIN BOTTOM RAIL OR PROVIDE KICK PLATE SPACE IS NECESSARY TO ALLOW BACKING AND " TURNING SPACE FORA MI WHEELCHAIR TO CLEAR THE IN- SWINGING DOOR. z N MIN' 11" MIN 6" MIN. 25" MAX. C. FEET ABOVE INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, GROUND OR SIDEWALK. PUBLIC TELEPHONES A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO USE WHEELCHAIRS. B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 54 INCHES WHERE SIDE REACH IS POSSIBLE, AND NO HIGHER THAN 48 INCHES WHERE FORWARD REACH IS REQUIRED. DRINKING FOUNTAINS A. THE BUBBLER CAN BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN B. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF ±46" FOR PEOPLE WHO HAVE DIFFICULTY BENDING OR STOOPING. C. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH. ON A FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN. 6" — MAX 18" TO 24" 4'-0" MIN. DRINKING FOUNTAINS CLEAR FLOOR SPACE 10 SANITARY FACILITIES A. GEOMETRICAL SYMBOLS 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES, 12 INCHES LONG AND VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK WITH EDGES, 12 INCH IN DIAMETER. 2. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK, 12 INCH DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. 3. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY. DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT 4. RAISED LETTERS SHALL BE PROVIDED IN CONFORMANCE TO ANSI SECTION 703.4.2 AND ACCOMPANIED BY GRADE II BRAILLE PER ANSI 703.5 AND SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH THAT BRAILLE IS BETWEEN 40" AND 60" ABOVE FINISHED SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 5. PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN HEIGHT. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U- SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 5 LB /F OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 INCHES A.F.F. E. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, . OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LB /F. F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR WHEN OVER A LAVATORY OR COUNTER. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERS SHALL BE MOUNTED NO MORE THAN 35" FROM THE FLOOR, LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7" MIN. TO 9" MAX. FROM THE EDGE OF THE TOILET SEAT. G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL M SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT. H. SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS FOR SINGLE ACCOMMODATION TOILET ROOMS. ■ ■ _ ■ ■ ■ ■ ■ ■ ■ I ■■ ■ 0 ■■� ■I ! � !!' !! G !. S �j I IU�C: �iiiii� NN■■NNN ., CLEAR 30" 60" MIN. DIA. 48" MIN. MIN CLEAR AARR MINXCEAR SHO DASH 36" BAR MIN. 42 " BAR MIN. TOILET ACCESSORIES PRIVACY TOILET X 18 "TO19" 6" MAX- \-8" MIN. -- -- PRIVACY LOCK ON DOOR ---32" MIN. CLR, MIN. " MAX 'CLEAR 60" MIN. j -18° TO 24" \N MAX _ CL "EAR 1z" MAX. TOILET ROOM PLAN MULTIPLE ACCOMMODATION TOILET STALL MULTIPLE ACCOMMODATION 39"-41" 36" BAR MIN. 54" MIN, 12" 12" NOTE: THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS. NO SCALE FRONT � REVIE U D E EC QUIREIPI JUL -18 MIN.VERTICAL GRAB BAR 42" MIN. GRAB BAR City f WITHOUT STOPS ROLL PAPER HOLDER M 17 °TO19" REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 VUED FOR IMPI_TAiVCE ROVED n n U 4 UUU JUN I LUU PERMIT CEN1 TIikWiin >ia N I RECEIVED CITY OF TUKW 3 'ER PROFESSIONAL STAMP: 4089 REGISTERED ARCH TECT BRIAN IVERSO. 1 STATE OF WASHINIGT ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET 06/04/08 SCALE: . NO SCALE DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: ACCESSIBILITY COMPLIANCE ANSI SHEET NUMBER: AO -3 EGRESS PLAN EXIT TO CORRIDOR (E)STOCK ROOM (E) EMPLOYEE AREA EXIT TO CORRIDOR (E) TOILET (N) HANGROD STOCK ROOM (E) TOILET (E) CORRIDOR (E) MANAGER'S OFFICE (E) FITTING ROOMS EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. PE' COD , I :C • +3� -�w ).1t 1 0 ,2 - 144' -0y' LL TO LL SALES AREA SALES AREA Nrrj, A dr A rAgi 1 firZ, A 74E1 IrV " I /4,111 r it ow Iv I EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. (PER CODE, IBC 2403.2 & 2403.3). EMERGENCY LIGHTING SHALL MEET THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. TYP. (PER CODE, IBC 2403.2 & 2403.3 EMERGEN Y LIGHTING SHALL MEET THE- 1' -CANDL REQUIREMENT AT THE WALK NG SURFACE. TYP. (P� COD, IBC 2403.2 2403.3). ADJACENT TENANT ADJACENT TENANT NOTE: EMERGENCY LIGHTING SHALL MEET ALL MEANS OF EGRESS ILLUMINATION REQUIREMENTS INCLUDING THE 1'- CANDLE REQUIREMENT AT THE WALKING SURFACE. (PER CODE, IBC 8 ). Iot ,:2 ENTRY #1 EXIT TO MALL EXIT TO MALL EXIT TO MALL RECEIVED CITY OF TUKWILA JUL 1., 5 2008 PERMIT CENTER IMAGE S TEXT P MARK OF SIGN IZE AND E R GAP S TING 4'X6' "NOW HIRING" AND/ OR "COMING SOON" POSTER. G OF SIGN C.P.M. TO VERIFY IMAGE SIZE AND TYPE FROM GAP INC. MARKETING DEPT. NOTE: VERIFY TENANT CRITERIA IF BARRICADE AND GRAPHICS WILL BE INSTALLED AND DEMOLISHED BY LANDLORD AT TENANT'S EXPENSE. C.P.M. TO VERIFY IMAGE SIZE AND TYPE FROM GAP INC. MARKETING DEPT. OF SIGN C OF SIGN IMAGE SIZE AND TEXT P GAP MARK TING NOTE: AT INTERIOR LOCATIONS USE INDOOR / OUTDOOR CARPET WHERE METAL TRACK AND SLOTS BEAR ON MALL TILE FLOOR. G.C. IS RESPONSIBLE FOR REPLACING TILE DAMAGED DURING CONSRUCTION. PAINTED PLYWOOD BARRICADE PAINTED 1x6 TRIM AT PERIMETER 4'X6' "NOW HIRING" AND/ OR "COMING SOON" POSTER. 6' -O "W X T -0 "H HOLLOW -CORE ACCESS DOORS W /HARDWARE A10_04. 4' -O" PREFERRED 4 SECTION AT BARRICADE (E) MALL BULKHEAD 1/6' =1' - 0" INTERIOR LOCATIONS: VISQUEEN DUST BARRIER OVER 25 GA. X 3 -5/8" MTL. STUDS AT 24" O.C. SECURE TO (E) BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH AND PAINT TO MATCH EXISTING. PAINTED PLYWOOD BARRICADE. GC TO PAINT BEMJAMIN MOORE SUPER WHITE EGGSHELL OR EQUAL. LEASE LINE PAINTED 1 "x 6" TRIM AT PERIMETER NOTE: VERIFY TENANT CRITERIA IF BARRICADE AND GRAPHICS WILL BE INSTALLED AND DEMOLISHED BY LANDLORD AT TENANT'S EXPENSE. NOTE: AT INTERIOR LOCATIONS USE INDOOR/ OUTDOOR CARPET WHERE METAL TRACK AND SLOTS BEAR ON MALL TILE FLOOR, G.C. IS RESPONSIBLE FOR REPLACING TILE DAMAGED DURING CONSRUCTION. 1/4"- V-0" A10_01 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 — 07/11/08 REVIEWED FOR CODE COMPLIANCE A 't`` PERM lib JUL 18 2008 PROFE ARCHITECT INFO: c_577° 1 2 -31- 09 GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET DRAWN BY: OCQ SHEET NUMBER: SCALE: AS NOTED A &E JOB NO.: 01.7366.150 SHEET TITLE: BARRICADE DETAILS/ EGRESS PLAN (E) CORRIDOR (E) MANAGER'S OFFICE SALES AREA ADJACENT TENANT 19 TYP. (E)STOCK • ROOM (E) EMPLOYEE AREA (E) TOILET C3 STOCK ROOM (E) TOILET TYP. DEMOLITION PLAN O (E) FITTING ROOMS TYP. 144' -0'4" LL TO LL SALES AREA ADJACENT TENANT 16 MIN. AFTER (N) V.I.F. 1/8" =1L0" bp_O1 KEY 0 0 0 0 0 10 11 12 13 14 DESCRIPTION (E) WALLS TO REMAIN SELECTIVE DEMOLITION IN FITTING ROOMS (E) DOORS TO REMAIN SHOWN SOLID. UNDERCUT DOOR IF REQD' TO ACCOMODATE FLOORING, V.V. REMOVE (E) DOOR AND FRAME. DEMO OPENING AS NEEDED TO ACCOMMODATE 3' -0 OPENING. SALVAGE HARDWARE FOR RE —USE. ELECTRICAL EQUIPMENT LEASE LINE EXISTING WOOD FLOORING AND (E) BASE TO REMAIN; PREPARE FOR (N) FINISH (E) MIRROR TO REMAIN. TOILET ROOM— EXISTING WALL FINISHES, PLUMBING FIXTURES, MIRROR, AND TOILET ACCESSORIES TO REMAIN AS IS. DEMO FLR. FINISHES AS NEEDED FOR (N) FLOOR TRANSITION. STOREFRONT — REMOVE (E) STOREFRONT INCLUDING GLAZING, FRAMING, DOORS, SIGNAGE, PIERS, BRACING, FLOOR FASTENERS, AND OVERHEAD GRILLES. REMOVE (E) EAS SYSTEM. (E) STOCK AREA, STOCK EQUIPMENT, AND MANAGERS OFFICE TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION PHASE. REMOVE EXISTTNG TILE FLOORING TO SLAB, PREP AREA FOR (N) FLOORING. CLEAN (E) CONCRETE FLOOR TO ACCEPT (N) FINISH FLOORING CONCRETE SHALL BE SMOOTH, LEVEL AND FREE OF ANY DEPRESSIONS. REMOVE (E) CASHWRAP AND CREDENZA, CAP ELECTRICAL STUB —OUTS. PATCH AND REPAIR FLOOR AND WALL AS NEEDED. CONSTRUCT NEW BARRICADE (E) NEUTRAL PIER TO REMAIN. REMOVE (E) DOOR; SALVAGE (E) DOOR FRAME & HARDWARE FOR REUSE IN NEW DOOR WHERE NEEDED. (E) COLUMN TO REMAIN. REMOVE (E) FINISHES, FURRING OR SHEATHING, V.I.F. (E) FIREPROOFING 0 STRUCTURAL COLUMNS TO REMAIN. PATCH AS REQUIRED TO MAINTAIN FIRE — RATING DEMO FACE OF (E) WALL AND WALL FRAMING AS NEEDED TO INSTALL (N) STANDARDS. REMOVE EXISTING FLOORING TO (E) BASE CONDITION (SLAB, PLYWOOD). CLEAN AND REPAIR (E) BASE CONDITION TO BE SMOOTH, LEVEL & FREE OF AN DEPRESSIONS. REMOVE (E) WALL SHOWN DASHED. DEMOLITION PLAN KEYNOTES LEGENDS AND SYMBOLS DEMOLITION NOTES NTS Al1_03 (E) ELEMENT ABOVE ■ ' (E) TO REMAIN NOT IN CONTRACT (E) TO BE REMOVED NTS A11_03 DET. SHT. 2/A6 -3 ELECTRICAL 1/A1 -0 1. IT IS THE INTENT THAT THESE DRAWINGS SHOW SELECTIVE DEMOLITION OF INTERIOR WALLS, COLUMNS, CEILINGS, FINISH, FIXTURES, ETC. TYPICALLY EXISTING ELECTRICAL PANELS, MECHANICAL UNITS, STOCKROOM HIGH DENSITY SHELVING TO REMAIN UNLESS OTHERWISE NOTED ON DRAWINGS. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS IF ANY EXISTING EQUIPMENT IS TO BE DEMOLISHED. SPRINKLER MAINS, BRANCHES, AND HEADS TO REAMAIN UNLESS OTHERWISE NOTED. ALL EXISTING STRUCTURAL ITEMS TO REMAIN UNLESS OTHERWISE NOTED. COORDINATE WITH STRUCTURAL DRAWINGS IF ITEMS ARE TO BE DEMOLISHED. 2. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3 PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE(S). ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, AND OR INJURY. 4 CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQ'D. BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BULDING, WORKERS, AND PEDESTRIANS. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE Ai I -ECTED UTILITY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARING THIS WORK. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR REFRIDGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. CERTAIN EXISTING ITEMS MAY BE REMOVED FOR FUTURE RE- INSTALLATION. GC TO COORDINATE CAREFUL REMOVAL AND STORAGE OF ITEMS FOR RE— INSTALLATION DURING CONSTRUCTION. 10. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURSIDICTION. 12. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQ'D., AT NO COST TO THE OWNER. 13. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 14. ALL STORE DEMOLITION WORK SHOULD BE COORDINATED WITH THE STORE MANAGER SO AS NOT TO DISRUPT STORE OPERATIONS. AREAS OF NEW CONSTRUCTION SHOULD BE CORDONED OFF TO PREVENT DEBRIS AND DUST FROM GOING INTO THE REMAINING SALES FLOOR. ACCESS TO STOCKROOM MUST BE MAINTAINED. 15. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE ARCHITECT. 16, FOR STORES WITH SILENT WATCHMAN AND /OR SENSORMATIC, PROJECT MANAGER TO CONTACT GAP LOSS PREVENTION DURING THE BID PERIOD IN ORDER TO DETERMINE THE CONDITION OF THE EXISTING ALARM SYSTEM AND IF IT SHOULD BE REUSED OR REMOVED. 17. CONSULT LANDLORD'S UTILITY PLAN AND STRUCTURAL DRAWINGS BEFORE SAW CUTTING CONCRETE SLAB OR CORE DRILLING CONCRETE SLAB. COORDINATE WITH GAP PROJECT MANAGER IF ANY CONFLICTS ARE FOUND BEFORE PRECEEDING WITH WORK. 1 8. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN IT'S ORIGINAL CONDITION. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 19. REMOVE ALL ABANDONED IMPROVEMENTS NOT PART OF SCOPE, INCLUDING ELECTRICAL AND MECHANICAL IMPROVEMENTS UNLESS OTHERWISE NOTED IN CONSTRUCTION DOCUMENTS. 20, EXISTING WORK: WITH PRIOR APPROVAL FROM THE GAP AND THE RETURN OF PROPER CREDIT EXISTING WORK WHICH FITS THE SCHEME MAY BE RE —USED. 21. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO 'LIKE NEW CONDITION. NTS A11_O1 REMODEL: CLASSIC GAP INC, CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUT- CENTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVIEWED FOR Out LiovlPLIANCE APPROVED JUL 1 8 2008 (Ay UI ruKw a ,„1,11MING DIVISION PROFESSIONAL STAMP: REGISTERED ARQHITECT BMA IVERSON STATE OF WASHINGTON 4089 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET RECEIVED CITY OF TUKWILA ,IiIN 13 2008 PERMIT CENTER SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: 06/04/08 SHEET NUMBER: EXISTING/ DEMOLITION PLAN Al-i __ ____ ._.._ ra I ® a e 9 10 T LJ (E) RECESSED DOWNLIGHT TO REMAIN. REMOVE (E) LAMP ONLY. REMOVE (E) WALL WASHERS REMOVE (E) ACT GRID AND TILES DEMO (E) DROP SOFFIT AT PILASTERS SHWON DASHED. SALVAGE SURFACE MOUNTED STRIP LIGHT FIXTURE FOR RE -USE. REMOVE (E) SIGNAGE PATCH AND REPAIR FOR (N) SIGN PLACEMENT PER ELEVATIONS REMOVE (E) 2X2 FLUORESCENT (E) WALL WASHERS TO REMAIN. REMOVE (E) LAMP ONLY. z \ • Al2 03 (E) COMPACT FLOURESCENT DOWNLIGHT TRACK AND TRACK HEAD TO BE REMOVED (E) SURFACE MOUNTED STRIP LIGHT (E) SUSPENDED LINEAR LIGHT (E) MECHANICAL SUPPLY DIFFUSER (E) MECHANICAL RETURN DIFFUSER (E) WALL SCONCE (E) 2X2 FLUORESCENT LIGHT FIXTURE (E) CEILING /PENDANT MOUNTED DIRECTIONAL EXIT SIGN (E) WALL MOUNTED EXIT SIGN (E) RECESSED CEILING MOUNTED SPEAKER (E) SPRINKLER HEAD (CONCEALED) (E) SPRINKLER HEAD (UPRIGHT) (E) EXHAUST FAN (E) ALU DISPLAY SYSTEM (E) RECESSED WALL WASHER (E) PENDANT LIGHT Al2_01 PLUMBING REVIEtAJED FCC CODE COMPLIANCE APPROVED JUL 18 2000 L City Of Tukwila BUILDINCi DIVISION (E)STOCK ROOM (E) EMPLOYEE AREA (E) TOILET STOCK ROOM (E) TOILET (E) CORRIDOR DEMOLITION REFLECTED CEILING PLAN (E) MANAGER'S OFFICE T (E) FITTING ROOMS TYP. TYP, TYP. TYP. 144' -Oy" LL TO LL SALES AREA SALES AREA TYP, TYP. TYP. TYP. ADJACENT TENANT ADJACENT TENANT 52% r L J I <� I I - „L. 0 L, _ r; I �� L ati I C TYP. ri 4' - O" MIN. (__J AFTER (N) V.I.F. T J r - , rri I 6...1 • • I • 1. I • • 0 • • • • • • 1/8".:1'-0" BRC_AI3_04 KEY 0 0 0 0 DESCRIPTION (E) EXIT SIGNS, SPRINKLERS, AND SPEAKERS TO REMAIN U.N.O. PROTECT DURING DEMO PHASE. (E) HVAC DIFFUSERS TO REMAIN IN BOH. (E) LIGHTING TO REMAIN SHOWN SOLID REMOVE (E) TRACK AND TRACK HEADS. (E) CEILING OR SOFFIT TO REMAIN. RELOCATE (E) SPRINKLER HEAD DEMO (E) EGGCRATE BAFFLES AND ASSOCIATED ANGLES AND ATTACHMENTS. PATCH SOFFIT AS NEEDED. :: i REMOVE, CLEAN AND SALVAGE (E) HVAC DIFFUSERS FOR RE -USE IN (E) ACT GRID. 10 REMOVE (E) ACT TILES. (E) ACT GRID TO REMAIN. FIXTURE LEGEND AND SYMBOLS DET. /SHT. REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 17 0 4 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCEkTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: REGISTERED AR ITECT ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: DEMOLITION RCP SHEET NUMBER: BRIAN IVERSON STATE OF WASHINGTON 1/8 = 1'- D" A1-2 06/04/08 ALL WOOD MEMBERS OR SHEATHING SHALL BE FIRE RETARDENT-TREATED WOOD. CONSTRUCTION PLAN KEYNOTES 1) REFER TO 1/A6-0 FOR WALL TYPE LEGEND AND DETAILS. City Of Tukwila UILDING piing (E)STOCK ROOM (E) EMPLOYEE AREA (E) TOILET (N) HANGROD STOCK ROOM TYP. (E) TOILET TYP. 144'-0/4" LL TO LL SALES AREA TYP. YP, KEY DESCRIPTION PAINT ALL (E) WALLS, BASE, DOORS, AND FRAMES AS SCHEDULED. PROTECT, CLEAN, AND DO NOT PAINT RECESSED STANDARDS PAINT (E) PILASTERS, COLUMNS, AND T-WALLS TO MATCH GYP. BD. WALLS. METAL TRIM TO REMAIN UNPAINTED. INSTALL (N) SOLID CORE DOOR IN (E) FRAME TO MATCH (E) SIZE AND THICKNESS. RE-USE (E) HARDWARE. INSTALL (N) TILE FLOOR AS SCHEDULED. (E) ELECTRICAL EQUIPMENT LEASE LINE CONSTRUCT (N) WALL. (N) WALL HEIGHT TO MATCH (E) WALL HEIGHT. V.I.F. FITTING ROOM REFRESH. SEE DETAILS. TOILET ROOM- (E) WALL FINISHES, PLUMBING FIXTURES, MIRROR, & TOILET ACCESSORIES TO REMAIN. FLOOR FINISH AND BASE TO BE MODIFIED TO ACCOMMODATE SLOPE HANDICAPP FITTING ROOM - ADULT DISPLAY SHELVING SHOWN DASHED, TYP. (E) STOCK AREA, STOCK EQUIPMENT, EMPLOYEE LOUNGE, AND MANAGERS OFFICE TO REMAIN. PROTECT DURING CONSTRUCTION. (N) CASHWRAP AND ASSOCIATED CREDENZA CENTERED ON (E) CASHWRAP LOCATION. RE-USE ELECTRICAL FLOOR STUB OUTS. APPLY MARKETING GRAPHICS AT FITTING AREA WALLS, TRIM, AND DOORS, COOR. W/ STORE DESIGN. CONTACT: GRACE_LEPEZMAWAP.COM (E) DOOR AND FRAME TO REMAIN. U.N.O. UNDERCUT DOOR AS REQUIRED TO ACCOMODATE FLOOR FINISH, SCRIBE (N) WOOD FLOOR AROUND (E) DOOR FRAME. HANDICAPP FITTING ROOM - KIDS INSTALL (N) RECESSED STANDARDS, TYP. RECESSED CASHWRAP ANT1-FATIGUE MAT. (E) WOOD TRANSITION TO (N) TILE. CONTINUE ADJ. TILE FLOOR UNDER CASHWRAP. ALIGN ANTI-FATIGUE MAT TRANSITION WITH FACE OF TOE KICK BELOW (N) RECESSED STANDARDS TO MATCH (E) (E) COLUMN, FURR TIGHT AND APPLY TRIM REPLACE STUD FRAMING AS NEEDED TO ACCOMMODATE (N) RECESSED STANDARDS AND INSTALL (N) GYP. WALL FACE. REFINISH EXISTING FLOOR HANGROD ALCOVE RETROFIT REPAIR (E) DOOR FRAME TO CREATE CASED OPENING FOR HANGROD ALCOVE 5'-O" GRAPHIC DISPLAY WALL ADD CHAIR RAIL AT THIS SURFACE ONLY DISPLAY PLATFORM (N) FITTING AREA HALLWAY CARPET WHERE (E) WAS REMOVED, RAMP UNDERLAYMENT AS REQUIRED TO TRANSITION TO WOOD FLOORING. INSTALL (N) 3' WIDE SOLID CORE DOOR IN (N) FRAME. MATCH (E) DOOR HEIGHT AND THICKNESS. RE-USE (E) HARDWARE. OWNER PROVIDED FIXTURE, TYP. - GC TO INSTALL PER MANUFACTURER'S RECOMENDAT1ONS EXTEND PARTIAL HEIGHT WALL TO FULL HEIGHT TO MATCH ADJACENT ROOM WOOD TO WOOD TRANSITION (E) WOOD TO (N) CARPET TRANSITON ALIGN WALL WITH EXISTING SOFFIT ABOVE INSTALL (N) PARTIAL HEIGHT WALL )A XX REVISION SYMBOL DIMENSION TO FACE OF GYP. BD. FINISH (U.O.N.) DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE NTS A2002 NOT IN CONTRACT (E) WALL TO REMAIN DET./SHT. SEE SPEC. SEE SPEC. 5/A6-3 7/A6-3 10/A7-0 8/A6-3 4/A6-0 7/A6-2 5/A6-2 6/A6-2 SEE SPEC. 1/A6-3 KEYNOTE REFERENCE FINISH REFERENCE, SEE SHEET AO-1 DOOR REFERENCE INDICATES CARPET FLOOR FINISH MATERIAL REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98'188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 3 r I Ina-VAL-VI/Lid rkirc 3/A6-3 I-ME COMPLIANCE 6/A6-0 I APPROVED 3/A6-2 L 4/A6-2 2/A6-2 PROF JUL 18 2000 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A&E JOB NO.: 01.7366.150 SHEET TITLE: CONSTRUCTION PLAN SHEET NUMBER: A2- 0 06/04/08 ENTRY #1 1 7+10' -6" A.F.F. +10' -6" A.F.F. (E)STOCK ROOM OPEN TO DECK +16' -6" A.F.F. (E) EMPLOYEE AREA OPEN TO DECK +16' -6" A.F.F. (E) TOILET (E) GYP. BD. CEILING +7' -11' A.F.F. (N) HANGROD (E) ACT 0 +9'- A.F.F. STOCK ROOM OPEN TO DECK +16' -6" A.F.F. (E) TOILET (E) GYP. BD. CEILING +8' -0" A.F.F. (E) CORRIDOR (E) MANAGER'S OFFICE (E) GYP. BD. CEILING! (E) GYP. BD. CEILING +7' -11" A.F.F. +7' -11" A.F.F. (E) FITTING ROOMS I E 1 1 'a SOFFIT +10' -0" A.F.F 144' -04" LL TO LL SALES AREA ACT 0 +11' -0" A.F.F. SALES AREA (E) GYP. BD. CEILING +12' -4" A.F.F. (E) GYP. BD. CEILING +10' -5" A.F.F. SOFFIT +10' -5" A.F.F. TYP. ® O ti SOFFIT +9' -5" A.F.F. NOTE: ALL WOOD MEMBERS OR SHEATHING SHALL BE FIRE RETARDENT- TREATED WOOD. ACT CEILING SHALL HAVE 2" PERIMETER SUPPORTING ENCLOSURE. REFER TO 12/A6 -2. ADJACENT TENANT ADJACENT TENANT 1/8 " =1`0" 4' -0" MIN. AFTER (N) V.I.F. (N) SOFFIT +10' -6" A.F.F. 15 16 17 18 19 DESCRIPTION (E) SPRINKLERS, EXIT SIGNS AND SPEAKERS TO REMAIN. RELOCATE EXISITING SPRINKLER HEAD INSTALL (N) DISPLAY TRACK INSTALL (N) ACT TILES, (E) GRID TO REMAIN INSTALL (N) RECESSED DOWNUCHTS INSTALL (N) 37 WATT MONOPOINT INSTALL (N) TRACK HEADS ON (N) TRACK PAINT DRYWALL CEILING AS SCHEDULED RE- INSTALL SALVAGED HVAC GRILLES AND REPLACE ALL HVAC FILTERS RE- INSTALL SALVAGED SURFACED MOUNTED STRIP UGHT AND INSTALL (N) BULB. (E) HVAC GRILLES TO REMAIN (E) B.O.H. LIGHTING TO REMAIN. (E) CEILING TO REMAIN INSTALL (N) 26W LAMP IN (E) DOWNLIGHT INSTALL (N) 2'X2 CEIUNG GRID AND ACT. CONSTRUCT (N) SOFFIT, AUGN WITH (E), V.I.F. INSTALL (N) GAP SIGN PER HYPOTHETICAL STANDARD INSTALL (N) GAPKIDS SIGN PER HYPOTHETICAL STANDARD EXTEND ACT GRID TO (N) STOREFRONT SOFFIT. INFILL TILE AS NEEDED REFLECTED CEILING PLAN KEYNOTES A30_03_Icl 1. ALL HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISHED FLOOR TO BOTTOM OF CEIUNG /FIXTURE SPECIFIED U.O.N. 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. 3, ARCHITECTURE DRAWINGS DETERMINE LOCATION OF LUMINARIES AND SUPERSEDE ALL OTHER DRAWINGS U.O.N. 4, SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER AND QUANTITIES. ADDITIONAL HANGER & SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS, AND AIR SUPPLY /RETURN DIFFUSERS (AS REQ'D. PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. 6. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. ARCHITECTURAL DRAWING LUMINAIRE LOCATIONS SUPERSEDE ALL OTHER CEIUNG APPURTENANCES. 7, G.C. TO VERIFY LOCATION OF ALL VAV BOXES. ACCESS TO BE THROUGH ACCESS PANEL, COORDINATE LOCATIONS WITH ARCHITECT. SEE MECHANICAL DRAWINGS. 8. FOR ACOUSTIC CEIUNG DETAIL, SEE: 9, PROVIDE PROPER EMERGENCY LIGHTING (PER CODE THROUGH -OUT) SCOPE OF WORK. GENERAL RCP NOTES PLUMBING 9/A6 -0 10/A6 - 0 ELECTRICAL ELECTRICAL ELECTRICAL 6/A4 -6 REMODEL: CLASSIC GEN SLER GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 REVIEWED FOR CODE COMPLIANCE AvicikOVELI JUL 18 2008 City Of Tukwila BUILD05 DIVISIDN , f PROFESSIQNAL STAMP ARCHITECT INFO: 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: REFLECTED CEILING PLAN 06/ REFLECTED CEILING PLAN RC_A30_04 EXISTING 0 I V V V V, NEW/ RELOCATED 0 ammo • DESCRIPTION 37 WATT MONOPOINT LIGHT RECESSED DOWNUGHT SURFACE MOUNTED AMERLUX TRACK HEADS ON (N) TRACK SURFACE MOUNTED STRIP UGHT SUSPENDED UNEAR LIGHT SUPPLY DIFFUSER RETURN DIFFUSER FIXTURE LEGEND AND SYMBOLS CEIUNG /PENDANT MOUNTED DIRECTIONAL EXIT SIGN WALL MOUNTED EXIT. SIGN RECESSED CEILING MOUNTED SPEAKER SPRINKLER HEAD (CONCEALED) SPRINKLER HEAD (UPRIGHT) EXHAUST FAN ALU DISPLAY SYSTEM CEIUNG MOUNTED SECURITY CAMERA CEILING MOUNTED SECURITY MONITOR COMPACT FLOURESCENT DOWNLIGHT WALL SCONCE 2X2 FLUORESCENT LIGHT FIXTURE RECESSED WALL WASHER PENDANT LIGHT RECESSED CEILING MOUNTED SPEAKER RECEIVED CITY OF TUKWILA JUL 1,5 2008 PERMIT CENTER A3001 DET. /SHT. SHEET NUMBER: A3 0 NOTE: NOTE: - MAX. SIZE OF GLASS AT STOREFRONT: 6' -0" x 1O' -0" (5-0" MAX. WIDTH PREFERRED). STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. STOREFRONT ELEVATION NOTE: STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. 1/4" BUTT JOINT, TYP., SEE DETAIL (N) 48 "X 48" GAP PIN MOUNTED HALO SIGN SEE. ENTRY DOORS; SEE DOOR SCHEDULE ANODIZED METAL BASE M -3 3 A4 -6 15' -6" A.F.F. V.I.F. T.O. MALL BULKHEAD LEASELINE, TYP. 10' -6" A.F.F. T.O. DISPLAY WINDOW NEUTRAL PIER; NO CHANGES PAINT TO MATCH LANDLORD COLORS 8' -O" A.F.F. B.O. ENTRY SOFFIT IV 1/2" CLEAR TEMPERED GLAZING, TYP. 1/2" TEMPERED GLAZING W/ GLAZING FILM ON INSIDE FACE, TYP. STOREFRONT SURROUND O * -9 1/2" A.F.F. T.O. SILL O ' -0" A.F.F. FINISH FLOOR FL -3 P73 1/4" BUTT JOINT, TYP., SEE DETAIL LANDLORD FINISHED FLOO SIGNAGE FOR STORE SPACE NUMBER [1421 BLACK LETTERING ON FROSTED BACKGROUND 3 /8" =1'-O" A40_2 NOTE: - MAX. SIZE OF GLASS AT STOREFRONT: 6' -0" x 10' -0" (5-0 MAX. WIDTH PREFERRED). NEUTRAL PIER; NO CHANGES PAINT TO MATCH LANDLORD COLORS LEASELINE, TYP. (N) 18 "X 18 BABY GAP PENDANT SIGN INSIDE DISPLAY WINDOW SEE: (N) 30" X30" GAPKIDS PIN MOUNTED HALO SIGN SEE: • 15-6" A.F.F. V.I.F. T.O. MALL BULKHEAD 1O' - A.F.F. T.O. DISPLAY WINDOW 8' -O" A.F.F. B.O. ENTRY SOFFIT 1/2" CLEAR TEMPERED GLAZING, TYP. 1/2" TEMPERED GLAZING W/ GLAZING FILM ON INSIDE FACE, TYP. STOREFRONT SURROUND P73 ANODIZED METAL BASE O' -9 1/2" A.F.F. T.O. SILL 0' -0" A.F.F. FINISH LANDLORD FINISHED FLOG RECEIVED CITY OF TUKWILA JUL 1.5 2008 PERMIT CENTER FL -3 M -3 3/8 " =1' -0" STOREFRONT ELEVATION MO REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 REVIEWED FOB CODE COMPLIANCE APPROVED IJI 1 f2 2 VV J City Of Tukwila BU LDINQ � SION ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET 06/04/08 SCALE: AS SHOWN DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT ELEVATION SHEET. NUMBER: A4 -0 STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. EQ. A EQ. A 5' -2)/2" 1' -8" EQ. A (N) SPRINKLER (N) 18 "x18 BABY GAP 5 PENDANT A4 -6 SIGN WOOD TO WOOD TRANSITION TILE TO WOOD TRANSITION LEASE LINE, — TYP. (N) 24 "X24" GAP KIDS PIN MOUNTED HALO SIGN 4" TYPICAL EQ. A EQ, A 5' -2y" NOTE: FINISH TAGS CALLED OUT ON SHEET A2 -0 & A3 -0, TYP. FURR COLUMN TIGHT 2'- $ "V.I.F. (N) SPRINKLER LEANING MIRROR DISPLAY WALL, TYP. LEANIN MIRK •R I VIIVI4 C4111 MOO q. OF GLASS WALL; ALIGN W/ EDGE OF WALL BEYOND, TYP. EQ. B 71' -4y" OVERALL DIMENSION: VERIFY (N) SPRINKLER WOOD TO WOOD TRANSITION E.A.S. SENSOR, TYPICAL --� 7 A4 -1.1 Xl 1' -6" I / 1 6'-O" A4 -1.1 COVERPLATE OF CONCEALED SPRINKLER HEAD TO MATCH PORTAL FINISH, TYPICAL (N) GAP 30 "X30" PIN MOUNTED HALO SIGN RECESSED CAN DOWNLIGHT STOREFRONT SHOP DRAWINGS AND SPECS S - ALL BE PROVIDED BY STOREFRO\ T V ANUFACTURER. MIRROR LEANING MIRROR LINE OF DISPLAY PLATFORM DISPLAY WALL, TYP. LEANIN c. OF GLASS WALL; ALIGN WI EDGE OF WALL BEYOND, m '• EQ. B (N) SPRINKLER (N) ROSE DISPLAY TRACKS, TYP. (N) TRACK LIGHTING, TYP. EXTEND CEILING GRID TO SOFFIT. INFILL ACT AS NEEDED, TYP. CITY JUl PERM A4 -1_2 318 " =1`-0 ► E. SING WALL STORE NO.: STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 — 07/11/08 PROFE ONAL S RENEWAL DATE ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: SEE DETAILS DRAWN BY: OCQ REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 REVIEWED FOR cuue CumM APPROVED ARCHITECT INFO: GENSLER SHEET NUMBER: JUL 18 2008 I City Of Tukwila BUILDING DIVISION 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 A4- A &E JOB NO.: 01.7366.150 06/04 SHEET TITLE: ENLARGED STOREFRONT PLAN & RCP A.F.F. T.O. SILL 0' -0" A.F.F. B.O. E MALL CEILING IGHTCOVE CONSTRUCTION 0 REMAIN UNDISTURBED CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" WHITE SPANDREL TEMPERED GLAZING LEASE LINE 10' -6" A.F.F. B.O. ENTRY SOFFIT AND MULLION CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING FINISH FLOOR LANDLORD FINISHED FLOOR STOREFRONT SHOP DRAWI 2'- 6 "x2' -6" HALO PIN MOUNTED SF SIGN, SEE: \GS AND SPECS S (E) MALL LIGHTING (E) MALL FRAMING/ FINISH 15-6" A.F.F. V.I.F. B.O. (E) MALL CEILING LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" WHITE SPANDREL TEMPERED GLAZING LEASE LINE NEW STOREFRONT DOOR - SEE DOOR SCHEDULE CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING A.F.F. T.O. SILL O ° -0" A.F.F. FINISH FLOOR LANDLORD FINISHED FLOOR ALL BE PROVIDED BY STOREFRO \ N A \UFACTURER. (E) MALL LIGHTING (E) MALL FRAMING/ FINISH LIGHTCOVE CONSTRUCTION TO REMAIN UNDISTURBED CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING ' SYSTEM WITH 1/2" WHITE SPANDREL TEMPERED GLAZING 10' -6" A.F.F. B.O. ENTRY SOFFIT AND MULLION �. LEASE LINE 15-6" A.F.F. V.I.F. B.O. (E) MALL CEILING NEW STOREFRONT DOOR - SEE DOOR SCHEDULE CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW FRAMING SYSTEM WITH 1/2" CLEAR TEMPERED GLAZING 0'-9)1" A.F.F. T.O. SILL 0 ' -0" A.F.F. FINISH FLOOR LANDLORD FINISHED FLOOR MIIM MUM VIM WM NM MO STOREFRONT @ ENTRY 1/T= 1'-0 A411 STOREFRONT @ SIDELIGHT A411_1 4 STOREFRONT @ DISPLAY PLATFORM 1/T= V-0" A411_I REVIEWED FOR CODE COMPLIANCE 1 APPROVED JUL 18 2 n City of Tukwila SHEET TITLE: STOREFRONT SECTIONS SHEET NUMBER: REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCE\ TER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 06/04/08 STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. TILE PLATFORM FINISH WIMMMWWWWW WOOD FLOORING, AS SCHEDULED 1/2" WHITE SEALANT WI BACKER ROD 3" =1'-0" A421_02 REMODEL: CLASSIC GAP INC, CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCEN TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11 /08 REVIEWED FOR i�: COMPLIANCE �I PRO ED JU L1SL O 06 CI r of Ti kwiia BUILDING DIVISION_ PROFES ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE:. AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT SECTIONS SHEET NUMBER: ■IIIIUIMIIL STOREFRONT SHOP DRAWINGS AND SPECS SHALL BE PROVIDED BY STOREFRONT MANUFACTURER. FLOOR MOUNTED DOOR STOP, SEE HARDWARE SCHEDULE A.F.F. V.I.F. (N) BLOCKING. ATTACH TO MALL LIGHTCOVE. (E) MALL LIGHTING TO REMAIN (E) MALL UGHTCOVE CONSTRUCTION (SHOWN HATCHED). LEASE UNE 1/2" TEMPERED WHITE BACK PAINTED SPANDREL GLASS CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM A.F.F. 1 4' B.O. ENTRY SOFFIT (N) BLOCKING. ATTACH TO MALL LIGHTCOVE. LEASE UNE CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM STUD FRAMING 1/2" TEMPERED CLEAR GLASS CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM SECTION AT ENTRY c 0' -9) " A.F.F. T.O. BASE CARRY MALL 11LE TO CLOSURE LINE AT DOORS 1/2" GROUT JOINT (E) LANDLORD FLOORING 0' -O" A.F.F. FINISHED FLOOR 4 . 4 • 4# PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION SECTION AT ENTRY - INTERIOR a a 4 . 4.. . n . NOTE: ALL LUMBER INCLUDING PLYW00 , WOOD TRIM, ETC. SHALL BE FIRE -RETA D 4 LOCKING, NT TREATED 3"=1 3" =1' -0" A421_07 15-6" A.F,F. V.I.F. (N) BLOCKING. ATTACH TO MALL UGHTCOVE. (E) MALL LIGHTING TO REMAIN (E) MALL LIGHTCOVE CONSTRUCTION (SHOWN HATCHED) TO REMAIN UNDISTURBED. LEASE LINE 1/2" TEMPERED WHITE BACK PAINTED SPANDREL GLASS CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM [lb, 10' -6" A.F.F. Y B.O. ENTRY SOFFIT LEASE LINE CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM STUD FRAMING GYP. BD. CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM 1/4" WHITE ELASTOMERIC SEALER O' -9" A.F.F. 111 ,- 1 T.O. PLATFORM CLEAR ANODIZED SHEET BASE OVER 1/2" F.R.R. PLYWOOD (E) L.L. HARDSCAPE 4. SECTION AT DISPLAY WINDOW - INTERIOR - GAP 4• 4 • 4., SECTION AT DISPLAY WINDOW - INTERIOR PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT CONSTRUCTION 414 RECEIVED CITY OF TUKWILA JUL 1 2008 PERMIT CENTER NOTE: ALL LUMBER INCLUDING PLYWOOD, BLOCKING, WOOD TRIM, ETC. SHALL BE FIRE - RETARDANT TREATED 3" =1' -0" A421_01 • 1/2" CLEAR POLISH ALL EXPOSED EDGES, TYP. TEMPERED GLASS BUTT GLAZING INTERIOR STORES MULLION DETAIL @ E.A.S. NOT USED 3 a r EDGE OF SILL BELOW 6 = A412_04 LINE OF TRANSOM ABOVE ENTRY DOOR. SEE DOOR SCHEDULE 3"= V-0" A421-11 12 EAS SYSTEM. MOUNT TO FACE OF VERTICAL POST. CONDUIT TO BE RUN WITHIN VERTICAL POST, AND CONNECTED THROUGH EAS BACKING PLATE VERTICAL POST PROVIDED WITH DOOR HARDWARE. 1 1 NOT USED MULLION DETAIL ADJ. TO E.A.S. CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM S PROV DH FFT FOR RE S OP DRAW FR -NC 0\L SS FOR ALL STOP STORI-FRO\T S OP D AWES AND SP STORLFRO\T MANTA TAER -CS S IFRONT CONSTR ALL CT DROVID ON D Bv 1/2" TEMPERED CLEAR GLASS CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM MULLION DET. @ ENT./STOREFRONT 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED CLEAR GLASS 3"= 1 A421-8 1/2" TEMPERED CLEAR GLASS 3"= V-0" A421-7 NOT USED NOT USED 1/2' WHITE CAULK JOINT 1/2" TEMPERED CLEAR GLASS 1/2" TEMPERED FROSTED GLASS MULLION DETAIL @ SPANDRAL T-1'-0" A421-4 NOT USED RECEIVED CITY OF TUKWILA JUL 1 5 2008 PERMIT CENTER r • . ;',VA,P;VA'.g tWeln44.: 1/2" TEMPERED FROSTED GLASS CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM EXTEND NEUTRAL PIER TO (E) MALL SOFFIT ABOVE. (N) FINISH TO MATCH (E) MALL FINISHES. (N) STUD FRAMING AS REQUIRED. ALIGN Ti?., VFY. MULLION DETAIL @ STOREFRONT END 3"= V-0" A421-1 2 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11 /08 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila LairtaiNG DIVISION PROF GENSLER JUL 18 2008 ARCHITECT INFO: 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A&E JOB NO.: 01.7366.150 SHEET TITLE: STOREFRONT DETAILS SHEET NUMBER: A4-2.1 06/04/08 10 "X7" 0 Y 0 0 2,3 G K B 14' -3" X 7" 0 Y 0 0 2,3 G K B G K B T 18" X 7" 0 Y 0 0 2,3 22" X 7" 0 Y 0 0 2,3 G K B I 26" X 7" 0 Y 0 0 2,3 G K B NOT USED NOT USED NOT USED NOT USED INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN PROVIDE 120 -VOLT PRIMARY ELEC. SERVICE (INCL. GROUND WIRING DIRECTLY FROM PANEL BOX). SEE ELEC. DWG FOR LOCATION. INSTALLATION TO MEET N.E.C. CODE. O (E) STRUCTURE, VERIFY IN 4 DISPLAY GYP. BD. CEILING FIELD PIN MOUNTED PASS THRU SIGN WOOD BLOCKING, HOLD BACK 1/4" FROM LONG FACE OF SIGN AS SHOWN, PANT TO MATCH CEILING VENDOR PROVIDED METAL BRACKET TO BE PAINTED WHITE 1/4" THK. ACRYLIC LETTERS, PASS -THRU ELEVATIONS FOR ACTUAL VERBAGE SIGN BOX PANEL, PAINT GAP/ GAPKIDS/ BABYGAP P72 / STEEL FASTENER FOR ATTACHMENT - VERIFY NECESSARY LENGTH AND TYPE IN FIELD (LENGTH TO ACCOMODATE 1 -1/2" STANDOFF). 1/2" THK. CLEAR PLEXIGLAS W/ SAND BLASTED FINISH ON FACE & SIDES, PUSH -THRU ROUTED OUT LETTERS 1/8" THK. ALUM. PAN WI BLUE PAINT FINISH NOTE: SEE SHOP DRAWINGS FOR FABRICATION & INSTALLATION DETAILS 1 1 /T =1'-0" A46_06 NOT USED DISPLAY WINDOW PENDANT SIGN 1 1/2" = V-0" A46_05 NOTE LOGO DIMENSIONS ARE DETERMINED BY CAMERA READY ARTWORK I INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN PROVIDE 120 -VOLT PRIMARY ELEC. SERVICE (INCL. GROUND WIRING DIRECTLY FROM PANEL BOX). SEE ELEC. DWG FOR LOCATION. INSTALLATION TO MEET N.E.C. CODE. BABYGAP PENDANT SIGN "FIT" FITTING LOUNGE MATERNITY STOREFRONT SIGN I SURFACE APPLIED GRAPHICS "COMING SOON" BARRICADE SIGN "FIT" SIGN DOOR SIGNAGE AND ACCESSIBILITY AWNING/ CANOPY/ TREWS FABRIC AWNING ILLUMINATED MARKETING IMAGE STEEL FASTENER FOR STRUCTURAL ATTACHMENT - VERIFY NECESSARY LENGTH AND TYPE IN FIELD (LENGTH TO ACCOMODATE 1 -1/2" STANDOFF). SEAL PENETRATIONS FOR EXTERIOR LOCATIONS INTERNALL ILLUMINATION WITH INTEGRAL BALLAST 1/2" THK. CLEAR PLEXIGLAS WI SAND BLASTED FINISH ON FACE & SIDES, PUSH -THRU ROUTED OUT LETTERS J -BOX (PROVIDED BY ELEC. CONTRACTOR) CONDUIT TO ELEC. PANEL AS REQUIRED (PROVIDED BY ELEC. CONTRACTOR) 1/8" THK. ALUM. PAN WI BLUE PAINT FINISH 3/4" CONDUIT BEYOND (E) STRUCTURE, VERIFY IN FIELD PIN MOUNTED HALO SIGN ITEM I EXTERIOR SIGNAGE PIN - MOUNTED ILLUMINATED HALO SIGN PIN - MOUNTED PASS THRU SIGN BLADE SIGN ILLUMINATED PYLON SIGN INTERIOR PENDANT MOUNTED SIGNAGE "GAPMATERNITY" W/ APPLIED FILM ON BACK FACE OF GLASS "STAFF" "PRIVATE" TOILET ROOM - MALE (WALL) TOILET ROOM FEMALE (WALL) TOILET ROOM - UNISEX (WALL) TOILET ROOM MALE (DOOR) TOILET ROOM - FEMALE (DOOR) TOILET ROOM - UNISEX (DOOR) HANDICAP SYMBOL "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" "WARNING: ALARM WILL SOUND - EMERGENC EXIT" STORE HOURS DECAL d 0 0 0 0 0 N N N w U) z u.. m .j 4 z h 2 0 0 N 0 0 0 0 12 G K B I 2 G K B I 2 G K B I 23 23 23 23 N N 0 0 2 2 G K B I Y 2 1 1 0 0 0 0 N N N N N N N N N 0 0 0 G G G G 2 2 2 2 2 2 2 2 G K B G K B G K B G K B G K B G K B G K B I G K B I G K B G K B G K B co o - ° a o a 4 m m G K B G K B G K - I - - B - - - B - G K B G K B L = LANDLORD G = GENERAL CONTRACTOR 0 = OWNER NOTE: SEE ELECTRICAL DRAWINGS RESPONSIBILITY MATRIX FOR ALL POWERED SIGNS. KEY NOTES 3. G.C. TO PROVIDE BLOCKING IN WALL OR CEILING AT ATTACHMENT 1 1/T =1' -0° A4603 COMMENTS GLUE BY G.C. FOR USE IN CA ONLY FOR USE IN CA ONLY 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE, DELIVERY, AND INSTALLATION WITH SUPPLIER. FOR USE IN CA ONLY (INCLUDE AT ALL TOILETS AND H.C. FITTING ROOMS) 1. AT LOCATIONS HAVING MULTIPLE CONCEPTS (G /K /B /I). ENTRANCE PORTAL TO RECIEVE BOTH CONCEPT SIGNAGE AT RECESSED HALO SIGNS IN ENTRY. - GAPKIDS/ BABYGAP LOCATIONS: BABYGAP SIGN ON LEFT SIDE OF PORTAL FROM EXTERIOR RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCE\ITER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVIEWED FOR — CODE COMPLIANCE APPROVED JUL 1 8 2008 1 City Of Tukwila UUILDING DIVISION PROFESSIONAL STAMP: ARCHITECT INFO: ISSUE TYPE: LL/ PERMIT/ BID SET DRAWN BY: 000 SHEET NUMBER: 4089 REGISTERED 1 ARC I ECT BRIAN ` , ERSON STATE OF WASHINGTON GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 SCALE: AS NOTED A &E JOB NO.: 01.7366.150 SHEET TITLE: SIGNAGE DETAILS A4 -6 06/04/08 NOT USED SIGN ELEVATIONS 1 " =1' -0'' A46 09 NO SCALE A46 01 INTERIOR ELEVATION INTERIOR ELEVATION (N) I -WALL P435 TILE BASE AT DISPLAY PLATFORM B404 P435 LEANING MIRROR. SEE: DISPLAY WALL RECESSED - STANDARDS, SEE: RECESSED STANDARDS, SEE: 0' -0" A.F.F. FINISH FLOOR 3 -N N - A6- B WRAPMN W/ (N) GYP. 1 /4 " =1' -0" EAS FIN SYSTEM LEANING MOUNTED TO MIRROR. SEE: VERTICAL RAILS INTERIOR ELEVATION INTERIOR ELEVATION - DISPLAY WALL INSTALL (N) 18 "X 18" PIN MOUNTED PASS THRU SIGN SEE: TILE BASE AT DISPLAY PLATFORM 11' -0" A.F.F. B.O. A.C.T. CELING 10' -6" A.F.F. B.O. SOFFIT A.F.F. FINISH FLOOR 0' -0" A.F.F. FINISH FLOOR 11' -0" A.F.F. B.O. A.C.T. CELING 10 -6" A.F.F. j e k B.O. SOFFIT (E) STANDARDS TYP. 0' -0" A.F.F. FINISH FLOOR 1/4 " =1' -0" RECEIVED CITY OF TUKWILA JUN 132008 PERMIT CENTER 1 /4 " =1' -0" REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 1/4 " =1 0" PROTOTYPE V9 DATE: A50 03/07/08 OPENING Q2 2008 F'U' 'll"IA/ED F rier CODE COMPLIANCE APPROVED PROFESSIONAL STAMP: ARCHITECT INFO: DRAWN BY: OCQ SHEET NUMBER: JUL 18 2000 REGISTERED ARC L ECT GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 SCALE: 1/4 " =1' -0" A &E JOB NO.: 01.7366.150 SHEET TITLE: INTERIOR ELEVATIONS ATTACHMENT SCHEDULE ATTACHMENT SCHEDULE CONSTRUCTION OF (E) FULL - HEIGHT WALL 1 FASTENERS AT CONT. ANGLE -3/4" X "3/16" DIA. TAPCON ANCHORS AT 24 O.C. TO ALIGN W /STUDS FASTENERS AT BRACING BRACING NOT REQUIRED BRACING NOT REQUIRED BRICK CMU 1 -3/4" X 3/16" DIA. TAPCON (2) ANCHORS IN SUB- DRILLED HOLES SAME CONCRETE SAME BRACING NOT REQUIRED 3 -5/8" MIL. STUD W /GYP. BD. #12 -14 X 1 -1/4" TO EACH STUD 3" X 3" X 20 A. CLIP ANGLE X 0' -3" 6" MTh. STUD W /GYP. BD. SAME #10 X r-21 EACH WALL STUD IN SUB - DRILLED HOLES 2 #8 -18 X 1/2" HWH TEKS /2 BRACE AND TRACK WEBS WOOD ATTACHMENT SCHEDULE MATERIAL OF BUILDING 2 FASTENERS CONCRETE SLAB 2 HILT] DN37P8 DRIVE PINS METAL DECK 2 #12 -14 X 1" HWN TRAXX /2 METAL DECK W/ CONCRETE 1 -3/4" X 3/16" DIA. TAPCON (2) ANCHORS IN SUB- DRILLED HOLES METAL DECK W/ LIGHTWEIGHT FILL (ZONOLITE, GYPSUM) 2 #12 -14 X 1" HWH TRAXX /2 IN SUB - DRILLED HOLES SECTION ANGLE CUP- PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE VERTICAL COMPRESSION BRACE MADE FROM .055 STEEL TUBING 12 GA. BRACE WIRES AT 45 ° IN FOUR DIRECTIONS --WIRE TIED TO GRID S _IS SELF TAPPING DRIVE SCREW #8 X 1/2 " SPRING STEEL MAIN RUNNER COMPRESSIO � u TYPICAL 12 GA. HANGER WIRE SET IN CONC. SLAB ABOVE COMPRESSION STRUT PER S.F. GEN. APPROVAL 301 R 28 -2 TWO 12 GA. SPLAY WIRES AT 45' PARALLEL TO CROSS TEES LOCKING CROSS TEES AT 4' -O" O.C. TYP. CONDUIT SCHEDULE UP TO 4' LONG: 4'TO5'LONG 5-8' LONG: 8' TO 12' LONG: PR CEILING GRID MAIN RUNNER vlIC BRACING 3/4" DIA. CONDUIT 1 DIA. CONDUIT 1-1/2" DIA. CONDUIT 2" DIA. CONDUIT STRUT D- TAIL NOTES: 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 4' -0" FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12' -0" THEREAFTER. 3. PERIMTER WIRES TO BE 8 INCHES OUT FROM THE WALL D MAIN TEES AT 4' -0" O.C. =SS10\ STRI,T ACOUSTIC CEILING - SIESMIC BRACE -- UNDERSIDE OF STRUCTURE HEAVY DUTY COMPRESSION SPRING FOR ADJUSTMENT (INSIDE VERTICAL \ACE) 2 " MAX: =TAIL NOTE: FOR IBC SEISMIC CATEGORY D, E, AND F, USE ARMSTRONG SEISMIC RX SUSPENSION SYSTEM UTILIZING "BERC2 CLIP COVERED BY ICC ESR REPORT. ESR # 1289 12 GA. VERTICAL WIRE HANGER CUP ON END OF VERTICAL BRACE FOR SNAPPING & LOCKING ON MAIN RUNNER. 3/8" MIN. CLR. CROSS OR MAIN RUNNER SCHEDULED CEILING SYSTEM ANGLE CLIP- PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE COMPRESSION STRUT MFR: USG 'DONN' ICBO APPROVED SEE CEILING BRACING DETAIL FOR SPACING REQUIRMENTS COMPRESSION STRUT ® 12' -0" O.C: IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' -O" OF EACH WALL TWO 12 GA. SPLAY WIRES AT 45' PARALLEL TO MAIN TEES DETAL ` TYP. HANGER / WIRES AT 4' -O" O.C. 1 1/2" =1' -0" A6010 10 G.C. TO PROVIDE MIN. 6" WIDE 16 GA. SHT. MTh. BACKING PLATE ATTACH TO METAL STUD FRAMING 3.C. TO PROVIDE #8 SEL - TAPPING SCREWS. LENGTH DETER INED BY )RYWALL THICKNESS CLEAR ALUMINUM CEILING DISPLAY TRACK GYP. BD. CEILING CONSTRUCTION GYP. BD. CEILING —, CEILING GRID BEYOND - ACOUSTIC TILE CEILING CONSTRUCTION CLEAR ALUMINUM CEILING DISPLAY TRACK ALIGN T.O. DISPLAY TRACK TO B.0 ACT. GC TO PROVIDE ADDITIONAL ACCESSORY AS REQ'D. A.C.T. CEILING DRILL HOLES SLIGHTLY SMALLER IN DIAMETER TO THE SCREWS BEING USED, (2) HOLES 6 IN FROM EACH END THEN 16" O.C. G.C. TO PROVIDE TOGGLE BOLTS. LENGTH DETERMINED BY (E) GRID DIMENTION. NOTE: 1. DO NOT DISCARD ANY DISPLAY ATTACHMENTS PROVIDED WITH TRACK. INSTALL ONTO RAIL FOR SAFEKEEPING 2. VERIFY THAT SCREW STOPS ARE IN PLACE AT EACH END OF TRACK. 3. CONNECTIONS AT DISPLAY TRACK BUTT JOINTS MUST BE SUPPORTED BY BRACKETS. 4. AT LEAST 3 THREADS OF SCREWS MUST PENETRATE FULLY THROUGH THE STRUCTURAL STEEL BLOCKING AT GYP. BD. CEILING INSTALLATIONS 5. HOLES IN DISPLAY TRACK SHOULD BE DRILLED DIRECTLY ALONG CENTER OF CEILING GRID AT ACT INSTALATIONS. CEILING MOUNTED DISPLAY TRACK MTL. STUD FRAMING, TYP. SEE WALL LEGEND - SHEET A0.0 FOR SIZE, GAUGE & SPACING 1-1/2" X 3" X 16 GA. CHANNEL CLIP ANGLE 1/4" LESS THAN STUD WIDTH, TYP. ATTACH AT EVERY STUD WITH (4) 5/8" #5 -12 SCREWS OR 3/4" WELDS IN (3) PLACES STORES IN SEISMIC ZONES 3 & 4 ONLY: PROVIDE CLIP ANGLE(S) + 5' -0" A.F.F. AT WALLS 10' -0" HIGH OR LESS, AND EVERY 4' -0" AT WALLS GREATER THAN 10' -0" OR AS REQUIRED BY LOCAL CODES. 3/4" 16 GA. COLD- ROLLED CHANNEL LOCATE AT 4' -0" O.C. HORIZONTALLY, OR AS REQUIRED BY LOCAL CODE. TYPICAL BRIDGING DETAIL HALF A60 09 HALF A60_08 PLATFORM AT EDGE PLATFORM AT DISPLAY WALL ALIGN DISPLAY PLATFORM TILE AS SCHEDULED DISPLAY WALL, SEE WALL SCHEDULE FOR ALL FRAMING REQUIREMENTS TAPE AND MUD SMOOTH, TYP. "Z" REVEAL MOLDING #DRMZ- 625 -50, CLEAR ANODIZED FINISH BY FRY REGLET (EACH SIDE) 1/16" GROUT 1/8" CLEAR ANOD. ALUM. DIVIDER STRIP 3/4" PLYWOOD TRIM BASE AS SCHEDULED MTL STUD FRAMING AS REQ'D DISPLAY PLATFORM TILE AS SCHEDULED 1/16" GROUT 1/8" CLEAR ANOD. ALUM. DIVIDER STRIP 3/4" PLYWOOD TRIM BASE AS SCHEDULED MTL STUD FRAMING AS REQ'D DISPLAY PLATFORM ATTACH. @ UNDERSIDE OF STRUCT. ATTACHMENT @ T.O. FURRED WALL RECESSED STANDARDS HALF A60_06 NO SCALE A60_12 NO SCALE A60_05 6 " = 1 ' -0 A60_04 6 5B 5A 1y INSTALL #10 X O SCREWS THROUGH EACH 20 -GA GALVANIZED STUD & ALUMINUM UPRIGHT, 2" FROM EACH END & 6 " -8" O.C. TYP. 3' -11 3/4" O.C. DBL. TO DBL., TYP, U.O,N. OF DBL RECESSED STANDARD 1y" UNLESS OTHERWISE NOTED ON PLAN (2" AT BABYGAP WHEN ADJACENT TO CHAIR RAIL) 3' -11 5/8" O.C. DBL. TO SINGLE TYP, U.O.N. c DBL. RECESSED STANDARD 1" MIN. f_OF SINGLE RECESSED STANDARD NOTE: 1. AT BABYGAP & GAPKIDS: BOTTOM OF STANDARDS AT 7" A.F.F. U.N.O. TO 8' -0" A.F.F TYP. 2. AT GAP & GAPBODY: BOTTOM OF STANDARDS AT 1'O" A.F.F. U.N.O. TO 9' -3 1/2" A.F.F. U.N.O. 3. PROVIDE 20 -GA STUDS ADJACENT TO ALL WALL STANDARDS, TYP. 1 - -- - PERPENDICULAR WALL /CABINET, WHERE OCCURS 3' -11 1/2" O.C. SINGLE TO SINGLE 1y" -- A.F.F. B.O. (E) STRUCTURE, V.I.F. 3 -5/8N 20 GA. DIAGONAL BRACING, 48" O.C. MAX. SEE STRUCT. DRAWINGS FOR TYP. ATTACHMENT METAL TRACK, TOP AND BOTTOM; ANCHOR TO ADJACENT ---" STRUCTURE /SLAB, SEE STRUCTURAL DRAWINGS. SEE: FINISHED CEILING SEE RCP B.O. CEILING LINE NON —RATED GYP. BD. WALL SYSTEM. SEE: FOR SPECIFIC WALL REQUIREMENTS. SEE FOR ATTACHMENT TO EXISTING WALL CONT. BRIDGING SYSTEM, INSTALLED VERTICALLY AT 4' -6" 0.C. MAX (OR AS REQ'D BY LOCAL JURISDICTIONS). SEE: VARIES BY BRAND NOTE: SEE STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS FOR THIS WALL 5B SALES AREA DISP. PARTITION AT STOREFRONT FURRED PARTITION IIIIHI1]IIIIIII . EXISTING WALL TO REMAIN. PATCH OR FURR AS REQUIRED TO RECEIVE NEW FINISHES. WALL TYPES DISPLAY SIDE 1 1/T =1'-0" A60_03 de -- A.F.F. j / / /// B.O. (E) STRUCTURE, V.I.F. 3 -5/8" 20 GA. DIAGONAL BRACING 48" O.C. MAX. SEE STRUCT. DRAWINGS FOR TYP. ATTACHMENT FINISHED CEILING, WHERE OCCURS gle SEE RCP I V B.O. CEILING LINE GYP. BD. WALL SYSTEM. SEE: FOR SPECIFIC WALL REQUIREMENTS CONT. METAL BRIDGING SYSTEM, SEE: WALL BASE, AS SCHEDULED +0' -0" A.F.F. FINISH FLOOR 20 GA. MIN. METAL TRACK, TOP AND BOTTOM; ANCHOR TO ADJACENT STRUCTURE /SLAB MAIM 24" O.C. MAX, AND 12" FROM EACH END. // - BATT INSULATION, WHEN OCCURS. — ANCHOR STUD TRACKS TO SLAB W /(2) .145 DIA. HILT X -DNI POWER ACTUATED / / FASTENERS 0 32" O.C. MAX. TYP. 1. ALL CONNECTIONS TO STRUCTURE ABOVE TO BE ATTACHED TO TOP CHORD OF STEEL TRUSS OR TO A HORIZONTAL MOUNTING PLATE RUNNING BETWEEN THE TOP CHORD OF STEEL TRUSSES. 2, 1 —HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ASSOC. #WP 1200 /ICBO #1632. 1 1 /2" = 1' -0" A60_02 NEW NON -RATED PARTIAL HEIGHT WALL 3 5/8" 20 -GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES AND TOP TRACK 1////,/////1 NEW FURRED WALL = 3 5/8" 20 -GA. METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X' GYP. 2 BD. ON ONE SIDE. MAX UNBRACED HEIGHT 14' -0" A.F.F. NEW NON -RATED PARTITION WALL AT STOREFRONT DISPLAY = 2 1/2" 16 -GA. METAL STUDS 3 AT 16" 0.C. WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES AS DETAILED. MAX UNBRACED HEIGHT _ 14' -0" A.F.F., PROVIDE DIAGONAL BRACING © 4' -0" O.C. SEE STRUCTURAL. BARRICADE 1 Al -0 NOTE: 1) MAX. HEIGHT REPRESENTS MAXIMUM HEIGHT PERMITTED FOR A STUD WALL WITHOUT USING DIAGONAL BRACING. SEE STRUCTURAL FOR BRACING REQUIREMENTS FOR WALLS TALLER THAN MAX. HEIGHT ALLOWANCE 2) BATT INSULATION USE: INSTALL BATT. INSULATION AT ALL OFFICE AND RESTROOM WALLS W/ CLASS 1 FLAME SPREAD, U.O.N. 3) FOR BACKING DETAIL FOR ALL WALL TYPES SEE: 4) PROVIDE 18 -GA STUDS AT ALL WALLS WITH RECESSED STANDARDS. COORDINATE STUD LAYOUT FOR STANDARD INSTALLATION RECEIVED CITY OF TUKWILA JUN 132008 PERMIT CENTER NO SCALE 3 2 1 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUT- CENTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 E VE 'ED F O `s CODE COMPLIANCE APP ' OVED JUL 18 2008 City Of Tukwila BUILDING DIVISION PROFESSIONAL STAMP: 4089 REGISTERED ARCH T CT BRIAIN�IVERSO STATE OF WASHINGTON ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET 06/04/08 SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: DETAILS SHEET NUMBER: A6 -0 "UNATTACHED" "ATTACHED" 3 " =1' -0" BACKING PLATE OPTION A: IF 3' -0" OPTION B: IF LESS OPTION A: EQ U.O.N. OPTION B: EQ1 . OF SINGLE RECESSED STANDARD PERPENDICULAR WALL /CABINET, OR VIRTUAL CORNER WHERE OCCURS OR MORE, THEN DIVIDE: AN 3' -0" THEN DIVIDE: OPTION A: 2' -0" OPTION B: EQ1 OF SINGLE RECESSED STANDARD 2' -0" REPEATED 1' -O" O.C., TYP. U.O.N. OF WALL OF SINGLE OF SINGLE RECESSED RECESSED STANDARD STANDARD W3" GYP. BD. MUD, TAPE AND SAND SMOOTH OVER RECESSED STANDARD TO CONCEAL. PAINT AS SCHEDULED. LINE OF BASE BELOW 1' -O" O.C. TYP. U.O. E) WOOD TO (N) TILE 0 OF SINGLE RECESSED STANDARD 2' -0" REPEATED RECESSED STANDARD, MATCH (E) 'STUD -EZE' BY CROWN METAL #5240, V.I.F. OF SINGLE RECESSED STANDARD OPTION A: IF 3' -O" OR MORE, THEN DIVIDE: OPTION B: IF LESS TH 3' -0" THEN DIVIDE: OPTION A: 2' -0" OPTION A: EQ OPTION B: EQ1 OPTION B: EQ1 RECESSED STANDARD LAYOUT SEQUENCE OF SINGLE RECESSED STANDARD CLEAR SEALANT 1/8" CLEAR ANOD. ALUM. DIVIDER STRIP. PERPENDICULAR WALL /CABINET, OR VIRTUAL CORNER WHERE OCCURS 3" =1'-0" 3"=1'-0" A62_05 C OF SINGLE RECESSED STANDARD 4" TYP. U.O.N. SOLID 3/4" WOOD FLOORING 0/ 3/4" PLYWOOD SUBFLOOR, SEAL ALL PERIMETER EDGES AT TILE, SEE PLAN FOR FINISHES (E) CONCRETE SLAB -- CONCRETE UNDERLAYMENT / LEVELING PATCH - SLOPE IN ALL DIRECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION - PROVIDE CEMENT BASED FINISHING UNDERLAYMENT AT EDGES AS REQ'D FOR FEATHEREDGE 6" = r -a' PROVIDE 6" METAL BLOCKING ATTACH MIRROR USING VENDOR PROVIDED BRACKET ATTACH MIRROR TO FLOOR WI VENDOR PROVIDED BRACKET E) WOOD TO (N)CARPET 1" =1' -0" A62_02 SCHEDULED WALL TYPE RECEIVED CITY OF TUKWILA JUL 1 2008 PERMIT CENTER REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER TUKWILA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 REVISION # 1 - 07/11/08 rlty of Ti 1kwili BUILDING DIVISION_ PROFE 0 : AL S ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET SCALE: AS NOTED DRAWN BY: OCQ A &E JOB NO.: 01.7366.150 SHEET TITLE: DETAILS 3/8" LONG 1 6 TYP. ALL FLANGES OF BACKING PLATE TO STUD BACKING PLATE 6" X 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUD BACKING PLATE 6" X 1 1/4" 16 GA. TRACK NOTCHED AROUND STUDS BACKING DETAIL 3 STUDS MIS SEE ADJACENT DIAGRAMS 16 GA. SCREW STUDS WHERE BACKING PLATES OCCUR 166 BACKING PLATE TYPE 'B' TYP. 20 GA. MIN. SCREW STUDS 206A 3- #8 F,H.S.H.S. BACKING PLATE TYPE 'A' OF OPNGS. LINE OF CEILING, WHERE OCCURS DOUBLE STUDS © SIDES OF OPNGS. 1" LONG 1/16 V TYP. C� WEB OF BACKING PLATE TO STUD DOUBLE STUDS CO SIDES OF OPNGS. 1" LONG 1/16 V TYP. C� WEB OF BACKING PLATE TO STUD NOTES: 1. TYPE 'A' BACKING FOR MISC. ITEMS IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPERNSERS, ETC. MAXIMUM WEIGHT - 50 LBS. 2. TYPE 'B' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. 3. MAXIMUM WEIGHT - 100 LBS. /FT. 4. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS. VERIFY LENGTH, HGT., LOCATION OF BACKING PLATE, AND NUMBER 5. REQ'D. WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING 6. ITEMS TO BACKING PLATE. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. NO SCALE A62_10 10 NOT USED SSED STANDARDS - viv+vr - Nrw i r - vrivr raj I i 3/4" THK PLYWOOD UNDERLAYMENT INFILL WITH PLYWOOD TO PROVIDE SMOOTH LEVEL SURFACE, FREE OF DEPRESSIONS TO ADHERE CARPET TILE, AND AS NEEDED TO AUGN FINISH FLOOR ELEVATIONS OF TWO MATER ALS. (N) ANTI - FATIGUE TO (N) TILE AUGN A LIGN (N) ANTI - FATIGUE TO ( ) WOOD ANTI - FATIGUE - ALL CONCEPTS CARPET W/ ANTI FATIGUE MAT AS SCHEDULED 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. TILE AS SCHEDULED (E) CONCRETE SLAB CARPET W/ ANTI FATIGUE MAT AS SCHEDULED 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO UNDERLAYMENT. WOOD FLOORING AS SCHEDULED (E) CONCRETE SLAB A62_07 (E) PRE- ENGINEERED WOOD FLOOR a VARIES. V.I.F. 4 .4 4 WOOD TO WOOD - ALL CONCEPTS 4 A62_06 (N) PRE - ENGINEERED WOOD INFILL BORDER. SLOPE 1:48 MAX. USE EQUAL BOARD WIDTHS AS NEEDED TO ACHEIVE SLOPE. FINISH TO MATCH (E) WOOD FLOORING. V.I.F. H22 (N) 1/8" CLEAR ANODIZED ALUMINUM DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. (N) TILE AS SCHEDULED (E) CONCRETE SLAB � A62_04 LEANING MIRROR - GAP (N) CARPET TILE AS SCHEDULED A A NOT USED A a ALIGN a REPLACE (E) TRANSITION STRIP W/ 1/8" CLEAR ANODIZED ALUM. DIVIDER STRIP. MECHANICALLY ATTACH W/ APPROVED ADHESIVE TO CONCRETE SLAB. (E) PRE - ENGINEERED WOOD FLOORS. a. (E) CONCRETE SLAB SHEET NUMBER: A6 -2 EQ. ROOM EQ. ! 11' -2" A.F.F. REMODEL: LAS /- — (N) HOOKSTRIP / BACKING PAINT B.O. GYP. BD. CLG. " A.F.F. It. I I �� � . 4 �,• GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 FIRE - RETARDENT WOOD BLOCKING AS REQ'D. 4» 4 L. / (N) P / ^ ✓ / ( I I E T.Q. () WALL 16 +2 -10 A.F.F. i r �•-- . ,/ � , (E) WALLS \ TYP. T.O. OF CHAIR RAIL AND NAIL -FILL NAIL t �' ® P435 7' -9" A.F.F. -1 � , F TTIING 7, (N) :t* H HO T OPE -_ f OPEN � f _ _ I0F. F7 /7 i , i: ' , / , f/J GLUE CONTINUOUS CHAIR RAIL 4 1/2"H X 3/4" HARDWOOD STRIP, PAINT HKST I ' i OF ////!/ o vvs La- Lij � z w ` - m ..< . o uj c0= w " ° ►� 13435 0' -6" A.F.F. BACKING N (N) HOOKS / \ \ � \ SESONAL PAINT AND MARKETING ggg APHIS IN R: / \ �- ®- (N) BACKING STORE NO.: 1704 SEAL ALL EDGES WITH WHITE LATEX BASED CAULK �- - _ ? P FL10 STORE NAME: SOUTHCENTER � „ re-407 00 REPLACE STORE LOCATION: 633 SOUTHCE\TER SEATTLE WA 9g) 88 001F / E FITTING ROOM DOOR TRIM W/ 4"X 7�" PAINT GRADE - TWYPICALRAT \ T.O. BASE TO MATCH (E), �nF _ r 5/8" GYP. BD. WALL - `� f - - ' OPEN ``� m- ® " BOTH INTERIOR __ FINISH FLOOR GAP PROJ. I.D.: 0000043668 AND EXTERIOR OF FITTING ROOMS 13435 13435 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 (N) L FOR / HOOKSTRIP 1�2 „ = 1'0” 12 (N) HOOK/ (N) HOOKSTRIP ELEVATION I i /a " = 1'0° FITTING ELEVATION u 2 " =1'0" CHAIR RAIL 6' -1' -0" A63_09 A63_06 A63_03 A63_12 (E) OAK REFINISH BENCH TOP TO INSTALL (N) CHAIR � RAIL ON (2) WALLS; Ali ` -= ...� PATCH AND INFlLL (E) DOOR OPENING 6 (E) MIRROR TO REMAIN — � ' „ ,, 6 TO REMAIN (E) MATCH FLOORING H22 N ® TYP. FITTING ROOM: REMOVE (E) BENCH TOP ONLY. SALVAGE \ RE TUSE DGE TRIM FOR ® ADA FITTING ROOM: REMOVE (E) BENCH REMOVE (E) DOOR TRIM. TY PICAL AT EXTERIOR OF ROOM NN N N \ -_- - _ ____________ -..__ 1 ___ ,T NEW BENCH; SEE DETAIL 10 PAINT (E) LAMINATE; P435 q - -- \ i I 1 ,� ,, REFINISH (E) BENCH; N ___ __.._______ __.\ \__- .-- _.._._ _--- _--- _ _____.____._.__ BASE AS SCHEDULED N - - - - _...�_ -- ; - f rr J - - - -, -1/2" GRAB BAR IN NEW BLOCKING AT ABOVE FINISHED FLOOR - INSTALL (N) WALL HOOKSTRIP ) 0 (N) HOOK/ HOOKSTRIP BLOCKING LOCATION HOOKSTRIP AND CENTERED ON WALL REVIEWED FOR 1 CODE COMpi TAimrp PMI 0 (E) MAPLE Y'4." , -- / / i "' INSTALL (N) WALL ;/ HOOKSTRIP / HOOKTIRIP. TRI KING LOCATION " A.F.F. TO c OF ;STRIP AND FRED ON WALL AM REMOVE (E) HOOK STRIP AND SECTION OF DRYWALL AND (E) BACKING �C) 1 H ZUU 3 - INSTALL (N) MAPLE FACED - ---- - f i1= aesl� ( At Abky�+l� PLYWOOD TO MATCH (E) BENCH 1ILDI�J mom, l,_ TOP SIZE 13440 g _ - .... _ . _ . ._g _ _ __.._...._...__.._ _._.._ REINSTALL SALVAGED STAINLESS I , � -'"` -- �M� PROVIDE (N) 3 -0 SOLID CORE WOOD DOOR. RE - USE (E) HARDWARE � ` p INSTALL (N) 4 " PAINT GRADE DOOR � -- _ STEEL TRIM ON (N) BENCH TOP ALL (N) X1' PAINT GRADE DOOR TRIM SALVAGE AND REINSTALL (E) MIRROR PAINT (E) LAMINATE; 134351 NOTE:, © HANDICAPP (E) WALL MOUNTED FITTING ROOMS DOOR STOP TO REMAIN TRIM z BASE AS SCHEDULED PROFESSIONAL STAMP: ���g REGISTERED A HITECT / BRIAN 11P'ERSt`9N STATE OF WASHINGTON REMOVE BENCH. - _ H @ ) H, ' 1'2 =' a, 11 ADULT FIN. @ t A FIT® I. 1A 63108 I I H IT TI ' 5 S PE @ FITTING ROM 1 /2 „ _1' 0" (E) H 11 PLASTIC LAMINATE OVER (2) LAYERS OF 3/4" PLYWOOD. PLASTIC LAMINATE. WALL TO WALL CLEAR DIMENSION INSTALL (N) CHAIR -- RAIL ON (2) WALLS; N� d N. PATCH AND KILL (E) V.I.F. 3 "3" LUME CO TELEPHONE f 1/2"X1/2" SU ACE- EQ. EQ. T.O. OPENING , INSTALL (N) RECESSED STANDARDS. RESPCAE AND PATCH AND FRAMING REPAIR WALL AS N EEDED. d - BENCH; TYP. A.F.F. T.O. -� I 1_ - -- - l 4A V.I.F. (5' -1" TYP.) B MOUNT CONT. 2x4 WD. PL401 $ABYGAP f NEW SEE DETAIL - - DOOR OPENING �. GAP BODY 10 i 6 i/ PROVIDE (N) 3' - 0" SOLID CORE WOOD DOOR. RE - USE (E) HARDWARE ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 PL402 GAP (N) 1 -1/2 GRAB BAR " IN NEW BLOCKING AT , RECESSED STANDARDS, ALIGN LEDGER TO WALL ` P - i 2 - 0 " — — — — _ - - - - - - - - — — _ _ — - — — - - I 1 ( N I L HANGROD 5 -0 4B __..__.. -._.. __._ 2' -9" ABOVE E FINISHED FLOOR ALL (N) WALL STRIP. ® (N) (/ HOOKSTRIP ;KING LOCATION ® " A.F.F. TO q OF (STRIP AND EKED ON WALL 9 T \ 1 \ �, 1 i M IS 7 - ll A6 - 0 INSTALL (N) RECESSED STANDARDS. RESPCAE FRAMING AN D PATCH AND REPAIR WALL AS -- I 1 I 11_._.__.. :13 � ::: "� ®� SHELF 0 A.F.F. C.L Al - - - - 4' -8" � _ r _ ISSUE TYPE: LL/ PERMIT/ 06/04/08 BID SET _ 1 -- � ..,. I + -} A.F.F. - - � i - , o ; `'' HANGROD 4 B.O. T.O. T.O. HANGER - T1G TELEPHONE VOL. CONTROL BASE, AS FINISH SCALE: AS NOTED _ DRAWN BY: OCQ B A &E JOB NO.: 01.7366.150 STAINLESS STEEL ANGLE _ _ .__..__.__ ; MOUNTED PLASTIC CHANNEL, WHITE ! SHEET TITLE: FITTING ROOM DETAILS WOOD SCHEDULED NEEDED. /-'' MECHANICAL ATTACHMENT - MOUNT INTEGRAL BLOCKING TO WALL PROVIDE 2 -1/2 " BENCH APRON BELOW SHOWN DASHED BENCH 0' -0" A5 -0 RECEIVED "X1�" CITY OF TUKWILA FLOOR 0 �' INSTALL (N) "X1 " PAINT GRADE DOOR — EXTEND PARTIAL TELEPHONE /VOLUME PROVIDE 2 -1/2" APRON SCRIBE AND TRIM IN FRONT AND BACK TO FIT BUILT OPENING CONT. 2x4 WD. LEDGER MOUNTED TO WALL INSTALL (N) PAINT GRADE DOOR JUN 1 3 1008 TRIM PERMIT CENTER ✓ HEIGHT WALL TO FULL CONTROL WIRING HEIGHT TO MATCH (SHOWN DASHED); PREVIOUS HANGROD SEE NOTE 1 ALCOVE NOTE: RUN TELEPHONE AND VOLUME CONTROL WIRING BEHIND WALL THROUGH SURFACE - MOUNTED PLASTIC CHANNEL, TERMINATE AT TELEPHONE & WIRING CONTROL, RESPECTIVELY A TRIM , -- ---- _ - r— -. SHEET NUMBER: A6 89192111619121 3 (E) MIRROR TO REMAIN- BLOCKING AS NEEDED " FITTING ROOM H 1 I FI I @ A FIT H N L V- L TI. 2" V- H ALCOVE CONVERSION 1/2 " =1'D" 1 a A63 _ A63_01 A63_1 3T/ 4T ISLAND CASHWRAP ELEVATION BASE ELOW 11' -11 % LINE OF RECESSED: ANTI - FATIGUE MAT. BELOW. ALIGN TO FACE OF BASE BELOW. FOR INSTALLATION/ ASSEMBLY ONLY INSTALLER TO SCRIBE LAMINATE BASE 1/T=1 BLUE COMPOSITE STONE TOP RECEIVED CITY OF TUKWILA JUN 132008 PERMIT CENTER REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 633 SOUTHCENTER SEATTLE WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 -- REVIEWED FOR I rOf E COMPLIANCE APPROVED JUL 18 2009 city Qf Tukwila 1, BUILDING DIVIsiOf .. PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LL/ PERMIT/ BID SET 4089 SCALE: AS NOTED DRAWN BY: OCQ SHEET TITLE: CASHWRAP DETAILS SHEET NUMBER: REGISTERED ARC PEGS BRIAN IYERSON STATE OF WASHINGTON A &E JOB NO.: 01.7366.150 A7 -0 06/04/08 RESPONSIBILITY MATRIX LEGEND NUMBER ITEM FURNISHED BY INSTALLED BY COMMENTS STOREFRONT EXTRUSION 0 GC FACTORY FINISHED L = LANDLORD 0 = OWNER (GAP INC.) GC = GENERAL CONTRACTOR E2 -0 RESPONSIBILITY MATRIX MAIN OVERCURRENT DEVICE AT LANDLORD'S SERVICE POINT L L EXISTING TO REMAIN METER AT LANDLORD'S SERVICE POINT L L EXISTING TO REMAIN C /TS AT LANDLORD'S SERVICE POINT L L EXISTING TO REMAIN C /TCABINETAT LANDLORD'S SERVICE POINT L L EXISTING TO REMAIN SERVICE ENTRANCE CONDUIT(S) TO LEASE SPACE L L EXISTING TO REMAIN SERVICE ENTRANCE FEEDER(S) L L EXISTING TO REMAIN 120/208 VOLT PANEL(S) L L EXISTING TO REMAIN LIGHTING FIXTURES AND LAMPS 0 GC 2 MUSIC SYSTEM / SPEAKERS / CABINET 0 0 1, 2 MUSIC SYSTEM WIRING 0 0 1, 2, 3 EAS SYSTEM 0 0 1, 2, 3 COMMENTS: 1. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS. 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. ROUGH -IN BY GENERAL CONTRACTOR. 4. FOR ROOF TOP UNITS ONLY WHEN LANDLORD PROVIDES ROOF TOP UNITS NOTE: 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER AND /OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION TO SCOPE OF WORK RESPONSIBILITY. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. DRAWING SCHEDULE NUMBER TITLE E0 -0 ELECTRICAL NOTES AND LEGEND E1D -0 POWER DEMOLITION PLAN E1 -0 POWER PLAN E2D -0 LIGHTING DEMOLITION PLAN E2 -0 LIGHTING PLAN E3 -0 POWER RISER AND SCHEDULES E3 -1 PANEL SCHEDULES E3 -2 LIGHT FIXTURE SCHEDULE E3 -3 LIGHT FIXTURE DETAILS E3 -4 ELECTRICAL DETAILS E4 -0 ELECTRICAL DETAILS E4 -1 ELECTRICAL DETAILS E4 -2 CASHWRAP DETAILS E5 -0 ELECTRICAL SPECIFICATIONS E5 -1 ELECTRICAL SPECIFICATIONS APPLICABLE CODES HAVING JURISDICTION OVER THIS PROJECT BUILDING CODE 200F BUILDING CODE 2006 011111SMECHANICAL CODE MECHANICAL CODE PLUMBING CODE 2006 UNIFORM PLUMBING CODE ELECTRICAL CODE 2005 NATIONAL ELECTRICAL CODE FIRE & SAFETY CODE 200611111111111 FIRE CODE ENERGY CODE 2006NERGY CODE 0120082009E00.dwg 06 -02 -08 09:58 Dana.Clark OPTION 2 PROCURE FROM OTHER SOURCE G.C. SUBMITS ELECTRICAL GEAR SUBMITTALS TO GAP INC. CPM (WITHIN 10 BUSINESS DAYS OF BID AWARD) NO SUBMITTAL REQUIREMENT GAP INC. CPM REVIEWS SUBMITTAL (WITH IN 5 BUSINESS DAYS) GC REPLIES TO COMPLY WITH COMMENTS (WITHIN 3 BUSINESS DAYS) REJECT OR APPROVED REJECT APPROVED GC PURCHASE EQUIPMENT GAP INC. CPM EMAILS APPROVAL NOTICE ELECTRICAL SUBMITTAL PROCESS NOT TO SCALE 100 ELECTRICAL SYMBOLS V n D 7 V V le � GFI pw p ws SF P $3 $T $0 JUNCTION BOX SWITCH, 1 -POLE, WALL MOUNT AT 44" AFF UON SWITCH, 3 -WAY, WALL MOUNT AT 44" AFF UON MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION DIMMER SWITCH MOTION SENSOR 1561 BYPASS BUTTON IRB 0 LEI RELAY NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH ® MAGNETIC STARTER ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) DRY TYPE TRANSFORMER O PUSH BUTTON FOR BELL OR BUZZER DOOR BUZZER BUZZER OR BELL ADA PUSHBUTTON INTERCOM CALL BUTTON ADT CONTROL PANEL SPEAKER VOLUME CONTROL EH B Ibll ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS. . HOMERUN CIRCUIT - PSL - FACP IANNUNI a IcRI ITSI 0 AV AFF EAS EBBH EC EM EWC IG NL 'NP X N TE: TELEPHONE OUTLET TELEPHONE OUTLET, FLOOR MOUNTED TELEPHONE OUTLET, CEILING MOUNTED DATA OUTLET DATA OUTLET, FLOOR MOUNTED DATA OUTLET, CEILING MOUNTED PHONE /DATA OUTLET , FLOOR MOUNTED PHONE /DATA OUTLET, CEILING MOUNTED PHONE /DATA OUTLET DUPLEX RECEPTACLE CEILING MOUNTED RECEPTACLE DUPLEX RECEPTACLE, FLOOR MOUNTED POWERSTRUT MOUNTED RECEPTACLE QUADRUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER DUPLEX, WHITE RECEPTACLE AND COVERPLATE DUPLEX, WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE DUPLEX RECEPTACLE, STOREFRONT SINGLE RECEPTACLE QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND DUPLEX RECEPTACLE WITH ISOLATED GROUND REMOTE BALLAST SPEAKER BASS MODULE MOUNTED ABOVE CEILING POWERSTRUT SUSPENDED FROM STRUCTURE UNISTRUT FIRE ALARM CONTROL PANEL FACP REMOTE ANNUNCIATOR PHOTO CELL MANUAL PULL STATION CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR 120V POWER FROM RTU REC /LT CCT IF REQUIRED INTERNAL CONTACTOR CONTROL RELAY TAMPER SWITCH WATER FLOW SWITCH HORN WITH STROBE LIGHT WALL MOUNTED ® 80" AFF STROBE WALL MOUNTED © 80" AFF HORN WALL MOUNTED © 80" A.F.F. STROBE LIGHT CEILING MOUNTED. HORN WITH STROBE LIGHT CELING MOUNTED HVAC TEMPERATURE SENSOR HVAC THERMOSTAT ELECTRICALLY POWERED EQUIPMENT ABOVE FINISH FLOOR ELECTRONIC ARTICLE SURVEILLANCE ELECTRIC BASEBOARD HEATER ELECTRICAL CONTRACTOR EMERGENCY ELECTRIC WATER COOLER - COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR ISOLATED GROUND NIGHT LIGHTING WEATHER PROOF p CONDUCTORS N QUANTITY ALL NEESSRIIL USED ON PLAN. 1. THE ABB SHALL R 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. LIGHTING PANEL A 4. ELECTRIC DIFFEREN A SINGL A FIELD CONNECT 5. SEE ARC QUANTITY ELECTRICAL GENERAL NOTES REVIATION G.C., WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWING, EFER TO 'GENERAL CONTRACTOR'. , RECEPTACLES AND EQUIPMENT SHALL BE CONNECTED TO EXACT ND BREAKER AS SHOWN ON PLANS. AL HOME RUNS SHOWN ARE SCHEMATIC AND MAY ORIGINATE FROM T LOCATIONS UNLESS OTHERWISE NOTED. MULTIPLE CONNECTIONS TO E LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF CONDITION ARE ACCEPTABLE. ANY RELATED COSTS FOR MULTIPLE IONS SHALL BE INCLUDED IN BID. HITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND OF LIGHTING FIXTURES AND SIGNAGE ELEMENT LOCATIONS. =RIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC NT THROUGH G.C. PRIOR TO ORDERING RELATED ELECTRICAL NT. NT OF ALL RECEPTACLES IN THE "SALES" AREA SHALL BE INTENTIONAL ENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS AND OUNTED AT GYP BOARD WALL ONLY). FIELD VERIFY EXACT PLACEMENT PTACLE WITH G.C. PRIOR TO ROUGH -IN. z RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 t XF_IFtkw Win .v REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 I STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP P R OJ. I . D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 HEET NUMBER: PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: NO SCALE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: ELECTRICAL NOTES AND LEGEND EO-O 6. AIM AND ADJUST ALL TRACK FIXTURES AS DIRECTED BY GAP, INC. 7. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' -0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM, CIRCUITS FROM 61' -0" THRU 100' -0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM AND FROM 101' -0" THRU 150' -0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM, UNLESS OTHERWISE NOTED. 8. IN DRYWALL CEILING AREAS, ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH G.C. PRIOR TO ROUGH -IN TO AVOID ANY CONFLICTS. 9. FIELD V EQUIPME EQUIPME 10. PLACEM (I.E. - C FLUSH M OF REC 11. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE COMPLETED PRIOR TO MEP COMMISSIONING. CONTRACTOR WILL RECEIVE CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID DOCUMENTS. 0120082009E1 DO.dwg 05 -14 -08 14:15 Dana.Clark EXISTING EMERGENCY LIGHTING INVERTER EXISTING FIRE ALARM CONTROL PANEL 'FACP' EXISTING TELEPHONE TERMINAL BOARD EXISTING PANEL 'J' EXISTING PANEL 'G1' EXISTING PANEL 'G2' EXISTING LIGHTING CONTACTORS EXISTING PANEL 'H' EXISTING EMERGENCY LIGHTING INVERTER EXISTING PANEL 'E' EXISTING PANEL 'F' EXISTING JCI CONTROLS .•v,, TRUE C. D. 01 407 I DEMOLITION POWER PLAN 1/8" = 1' —O" DEMOLITION POWER GENERAL NOTES t oe A. EXISTING DEVICES THAT ARE TO BE DEMOLISHED WHERE CIRCUITRY CONTINUES TO ADDITIONAL DEVICES NOT BEING DEMOLISHED, SHALL BE DISCONNECTED AND HAVE CIRCUITRY AND CONDUIT REMOVED BACK TO A JUNCTION BOX. JUNCTION BOX SHALL BE INSTALLED ABOVE CEILING OR OUT OF VISUAL SITE FROM SALES FLOOR, IN A LOCATION THAT DOES NOT INTERFERE WITH ANY NEW CONSTRUCTION. MAKE ANY NECESSARY SPLICES TO CIRCUITRY AS REQUIRED TO CONTINUE CONDUIT AND WIRING TO REMAINING DEVICES ON CIRCUIT. B. EXISTING DEVICES THAT ARE TO BE DEMOLISHED WHERE CIRCUITRY DOES NOT CONTINUE TO ADDITIONAL DEVICES, SHALL BE DISCONNECTED AND HAVE WIRING AND CONDUIT REMOVED BACK TO PANEL. EXISTING DEVICES THAT ARE TO BE RELOCATED SHALL HAVE ALL ASSOCIATED DEVICES RELOCATED AND WIRING AND CONDUIT EXTENDED TO NEW LOCATION AS REQUIRED FOR PROPER OPERATION. ANY EXISTING DEVICE NOT SHOWN ON DEMOLITION PLAN THAT IS IN THE LINE OF DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL INQUIRE WITH GAP'S PROJECT MANAGER WHO SHALL MAKE DECISION ABOUT WHETHER DEVICE SHALL BE DEMOLISHED OR RELOCATED. - MINIM _, a. POWER DEMOLITION CODED NOTES 400) REMOVE EXISTING CASH WRAPS, ASSOCIATED RECEPTACLES, AND CONDUCTORS BACK TO PANEL. RE —USE EXISTING UNDERSLAB CONDUIT FOR NEW WORK. 401) ALL DEVICES IN THIS AREA SHALL BE DEMOLISHED PER DEMOLITION POWER GENERAL NOTES. 402) REMOVE EXISTING CASH WRAPS, ASSOCIATED RECEPTACLES, AND CONDUCTORS BACK TO. CAP ELECTRICAL STUB —OUTS. • 403) ALL ELECTRICAL POWER DEVICES, CONDUIT, AND WIRING INSIDE OF DASHED BORDER ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. DEVICES ARE SHOWN FOR REFERENCE ONLY. FIELD VERIFY DEVICE QUANTITIES AND LOCATIONS PRIOR TO BID. (406) EXISTING EAS SYSTEM TO REMAIN. (407) EXISTING FIRE ALARM DEVICES TO REMAIN. SHOWN FOR INFORMATIONAL PURPOSES ONLY. RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 Iarsonbinkley.com COPYRIGHT 2008 yViEfi /z? � WAS 4/ 0 VP C1 � • 11 4- i -Z06 REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP P R OJ. I . D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: 1/8" = 1' -0" DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: DEMOLITION POWER PLAN EET NUMBER: E1D 0 REMODEL: CLASSIC O \ \ \ \ \ \ \ \ \ \ \ \ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 \ \\ STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 0120082009E10.dwg 04 -23 -08 22:52 Dana.Clark EXISTING EMERGENCY LIGHTING INVERTER EXISTING FIRE ALARM CONTROL PANEL 'FACP' EXISTING TELEPHONE TERMINAL BOARD EXISTING PANEL 'J' EXISTING PANEL 'G1' EXISTING PANEL 'G2' EXISTING LIGHTING CONTACTORS EXISTING PANEL 'H' EXISTING EMERGENCY LIGHTING INVERTER EXISTING PANEL 'E' EXISTING PANEL 'F' EXISTING JCI CONTROLS ?BI Z,::. \ ROOM 403 ... ' ..j.�. \ :..., at Er E22 F10 ETR \ AN \GER` o; FI E E20 ETR {rE E18' G1 TRUE (203) (204) (207) ETR E8 • s 19ETR E24 01 m POWER PLAN 1/8" = 1' -0" G1— E18, POWER CODED NOTES (202) STOREFRONT SHOW WINDOW RECEPTACLES SHALL BE WHITE IN COLOR WITH WHITE NYLON COVERPLATE. RECEPTACLE SHALL BE FLUSH MOUNTED HORIZONTALLY IN CEILING. EACH CIRCUIT SHALL FEED ONLY TWO RECEPTACLES. VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH —IN. EAS JUNCTION BOX. SEE EAS DRAWINGS FOR REQUIREMENTS. VERIFY LOCATION WITH G.C. PRIOR TO ROUGH —IN. CONDUIT WITH PULL WIRE FOR EAS SYSTEM. REFER TO EAS DETAIL DRAWINGS FOR FURTHER REQUIREMENTS. COORDINATE CORE DRILL /SAWCUT LOCATION FOR UNDERGROUND CONDUIT(S) WITH G.C. AND LANDLORD'S REPRESENTATIVE PRIOR TO PROCEEDING WITH ANY WORK. PATCH /SEAL FLOOR TO MATCH EXISTING FLOOR FINISH AFTER INSTALLATION OF CONDUIT(S). 4" X 4" X 1-1/2" J —BOX WITH COVER FOR TRAFFIC COUNTER SYSTEM. INSTALL CONDUIT BETWEEN EACH J —BOX WITH A HOMERUN BACK TO MANAGER'S OFFICE FOR EVERY GROUP OF FIVE (5) J— BOXES. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. REFER TO CONDUIT RISER DIAGRAM. CONDUITS UP IN WALL TO ABOVE CEILING WITH J —BOX. SEE CONDUIT RISER DIAGRAM FOR TERMINATION LOCATION. ETR E18' ETR E18 E 51-15 �i EfR E20 G1 -2 Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larson bin kley.corn COPYRIGHT 2008 403) ALL ELECTRICAL POWER DEVICES, CONDUIT, AND WIRING INSIDE OF DASHED BORDER ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. DEVICES ARE SHOWN FOR REFERENCE ONLY. FIELD VERIFY DEVICE QUANTITIES AND LOCATIONS PRIOR TO BID. 406) EXISTING EAS SYSTEM TO REMAIN. EXPIRES 8/17/ 7:- RECEIVED CITY OF TUKWIIA JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 0 SCALE: 1/8" = 1'-0" DRAWN BY: DMC A &E JOB NO.: 01.7366.150 2 SHEET TITLE: ELECTRICAL POWER PLAN SHEET NUMBER: 1 o REMODEL: CLASSIC \ N\ „1/4. . \\ \\ \ \� \ \`\ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TUKWILA,WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 0120082009E2D0.dwg 05 -14 -08 14:16 Dana.Clark EXISTING EMERGENCY LIGHTING INVERTER EXISTING FIRE ALARM CONTROL PANEL 'FACP' EXISTING TELEPHONE TERMINAL BOARD EXISTING PANEL 'J' EXISTING PANEL 'G1' EXISTING PANEL 'G2' EXISTING LIGHTING CONTACTORS EXISTING PANEL 'H' EXISTING EMERGENCY LIGHTING INVERTER EXISTING PANEL 'E' EXISTING PANEL 'F' EXISTING JCI CONTROLS Tz. v FIXTURE TYPF D (TYPICAL 8') EMP ARE 9 S L 1 -6 FIXTURE TYPE D (TYPICAL)(406) 1 1 E6 1 L.1 MANAGER'S OFFICE FIXTURE TYPE C L.J i 1 161.211 FIXTURE TYPE Q (TYPICAL)(406) I N 1 I1 L .J II L .J TV I L .J 1 I 1 N L.J N 1 L.A a I ' 1 L.A a ,(TYPICAL ;� I; '7 Ionian r -91 N N N N 1 II 1 II Lira L.J L.J L.J 1 407) 11 7 1 Ty li XT p U ic R A E L 7? ( T 4 7 1 6) D i '' n ! (TYPICAL) 11 1 II L.1.11 LogEll I III FI'91 rm.91 room r91 r °°91 I I 1 1 I II 1 II I II LrJ L.J L.J L.J L.41 5 d -- 5 +- 7+15-1 i X75 75 6' } 0 c 75 GI L.J • 1 1 ;e L.J G10 " i11.-.11 J. r G1 � 0 I ; a 1 0 I �I G1 -7 r�'n + (.) 0 Ir�'1 r -9I r�91 G 1 -5 G 1 -7r -1 1 ,... 00 1 1 1 1 1 o G N 1 1-- l V "I 7J 15 - a - - p., i5 ' r - —, 75---15 I° 1 i r 1°=91 P =91 1' =9I L .JI L.�I L.i1I I 1 �1 a .1. r "91 L .�I r =91 L ull P L .A 400) (TYPICAL) P �91 L ..I ✓ "91 L .�I ✓ L .il L.J L�J FIXTURE TYPF 0 (TYPICAL)(406) G1 v 9 G1-9 9 G1-11 v G1-11 v FIXTURE TYPE E (TYPICAL TRUE 01 .,. 1— �SZ __ St-1 r52-- �-I °R'�_ 9_4; ' L .A L:.J 6.J ✓ - 91 II a a a a I° roman L .J ✓ eam L .A PICAL) Fi - -i-1 F15 F15�-... 3' F13. O O O F15 F15 I ®.n- G2 0 G20- 3 • t--- -' Po - -3 - G2-3 u1 0 7 ; - FI 0 (TYPICAL) (406 G1 v G1 • G1a 11 v G10 11 roi91 L .J 0F1 0F1 0F1 5 Ff -- p F1 0 F1 0 Fl LA FIXTURE TYPF 0!' (TYPICAL)(406) F1 ✓ em91 L .A es - G.. 4 FIXTURE TYPF R (TYPICAL)(406) a v a � . - -2.- 1'1G 10 16..11 G10 v 11 G10 11 v G1 v 9 G1-9 9 N 1 ® 1 IG105 L.J L_J G2 -91 8 G2 -9 • G1-- 9 _Q. v v 11 6.J DEMOLITION LIGHTING PLAN 1/8" FIXTURE TYPE E (TYPICAL)(405 1 L.A (TYPICAL) 1 I 1 L .J L.J 400) (TYPICAL) U U II L .A L.J a . ... ® - . - -. 1 I 1 1 L .A L.J I I I L.J L.A FIXTURE TYPE E (TYPI CAL)(405) ✓ i7 r ■91 L L 1 75 ?5' u 1 - 7"� 1 1 1 'I I G 5 G10 7 1'1 1....0 .. .BA L�J L.J kl — FIXTURE TYPE P FIXTURE TYPE R (TYPICAL)(406) FIXTURE TYPE E (TYPICAL OF 12)(406) (TYPICAL)(405) G1 1 1 a G1-11 1 G1 9 a G1 9 v G1 9 v G1 9 FIXTURE TYPE R (TYPICAL)(406) D G 2 (400 (403 (404 (405 (406 (407 L 10 0 w .1. 1 L.J 1 1 L.A a v v N 1 L.J (405 (TYPICAL) II L.J 75 G10 11 v G10 1 G1 0 rA LEN L , P 1 .'.. ........ .._.... °.J..°. ,.. ... ... ... ... °.I 1 _1_8 G2 - 8 G2 -7 404) (TYPICAL) 400) PICALN .12 _2 2 9_9 2 tit .? - St. 12 _Q. ✓ '91 404 ;;(TYPICAL) v ✓ �91 L.all • • v G1-Q o 11 • G1-Q o 11 FIXTURE TYPE P (TYPICAL OF 12)(406) 1 1 L .J (TYPICAL) 11 II L.J L.A renal 11 L.J 400) (TYPICAL) I ' I L .A I L .J 8 G2 - 7 8 G2 i L.A a I L.J 8' — ,__F15 �_ ; I G2 - 8' G2 =3 8' L.A ® L.Ell 1 L.A L.J G1 -7 r "1 r -1 rmo'1 —, P �'S . 7 J 15 "7T •1J1 LA - kr '5 "1 15 f 0 o - r r ▪ i 01 PICA() 27 F29 ENERAL DEMOLITION NOTES WHEN REMOVING EXISTING FIXTURES REMOVE ALL CONDUIT AND WIRE BACK TO PANEL. DO NOT JUST ABANDON. THIS PLAN DOES NOT SHOWN ALL DEMOLITION WORK THAT IS REQUIRED. COORDINATE EXTENT OF DEMOLITION WITH ARCHITECT AND OWNER. EMOLITION LIGHTING CODED NOTES REMOVE EXISTING LIGHT FIXTURES. CONDUIT AND WIRING BACK TO PANEL SHALL BE RE -USED FOR NEW DOWNLIGHTS. ANY LIGHT FIXTURE SHOWN IS FOR REFERENCE ONLY. FIELD VERIFY EXACT QUANTITIES AND LOCATIONS PRIOR TO BID. 4 DISCONNECT, CONDUIT, AND WIRING BACK TO PANEL EXISTING TO REMAIN. FIELD VERIFY EXACT LOCATIONS. SIGN WILL BE REPLACED. BOSE SPEAKER EXISTING TO REMAIN. REMOVE EXISTING EGGCRATE. PATCH, PAINT, AND REPAIR SOFFIT AS NEEDED. RELOCATED FLUORESCENT LIGHT FIXTURE AS REQUIRED. LIGHT FIXTURE EXISTING TO REMAIN. RE -LAMP WITH NEW EQUIVALENT LAMP. CFAVED REMOVE EXISTING � PANEL. ANYGHTI FIXTURES. F XTURE SHOWN REVE CONDUIT AND ONLY. FIEL� VE IF K EXACT QUANTITIES AND LOCATIONS PRIOR TO BID. JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 Iarsonbinkley.com COPYRIGHT 2008 • ral if : 1up "Z�IUd I PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06 / 0 9 / 08 SCALE: 1/8" = 1' -0" DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: DEMOLITION LIGHTING PLAN ?CET NUMBER: E2.D 0 0120082009o20.onw 04-2*-08 03:07 Dana.Clark EXISTING EMERGENCY LIGHTING INVERTER EXISTING FIRE ALARM CONTROL PANEL 'FACP' EXISTING TELEPHONE TERMINAL BOARD EXISTING PANEL 'J' EXISTING PANEL 'G1 EXISTING PANEL 'G2' EXISTING LIGHTING CONTACTORS EXISTING PANEL 'H' EXISTING EMERGENCY LIGHTING INVERTER EXISTING PANEL '[' EXISTING PANEL 'F' EXISTING JCI CONTROLS �„ Q�»~K K\�\/30 400 FIXTURE TYPE D (TYPICAL 8') in; ROOM � FIXTURE TYPE D (TYPICAL) 400 O E23 ' ' E2 E23 NL/EM �A �.''.`°"`^°`''`°' ri I \ O b2-11 8 , FIXTURE TYPE Q (TYPICAL) FIXTURE TYPE E E23 E23 E23 0 G211 O ` F4 � ° E19 in inc� F19 - NL/EM E1 7 ° " • F F7 F21 D .. F7 F19 G1-15 F21 o E21 0E19 � . , G2-Q m G1-7 - OL ° -u� o � ti c3 F7 F7 Loci FIXTURE TYPE (TYPICAL) E TYPE D7 TRACK (TYPICAL) G2-0 F21 NL/EM •[17 . /^ N �0 �� G1-15 C1-5 7 TRUE 0 - | �1-1 w o {J � CO 400 _ o G1-9 G1-9 G1-;9 G1-11 G1 � 11 C1 � 11 TYPE D7 TRACK ' F7 R -F7 D F17 /. ./ F23 01 0 E19 | , � ° F23 � G1-3 G2- F7 FIXTURE i TYPE (TYPICAL) �... Fl FIXTURE TYPE E9 (TYPICAL) , F1 � F1 D F1 -- O Cv F1 Fl NL/EM u ~ E21 � • L 8F17 El 7 G1-11 NL/EM n 10 G1- 8 g1-9 w LIGHTING PLAN m�m��mm m mm"��m 1/8" = /./ .. F17 F17 �� ! !� trr/ . : ' ! |' ^ , � � � „, G2-M ' tZ=3'�� � �2- 1 G2-8 G2-8 G2_8 |! ' ! f p�� ^.. ^' ' a�� � ! � �- •): -__--- ~-__--_-- -� ./ " " l" 5 " � ~ " ^ • -^- *� F1 F15 F15 • �lo �- � o __ O c n 1: -.' � � In I � , _ I | ,- | I �� G1-3 G1-1 � .| �? _ Q 0 � ' 0 � k ..9 k ..9 Q 8 1 0 9- d _ � ���/ _ _ � A � � G1-15 1- 5 G1-15 -; �----��----------- ;, - m G1-Q � Q1- 8 u ~ E21 F17 F17 ' C2- � G2-1 G2-1 ,� 0 � *w |Y �1-3 -- FIXTURETYPE P (TYPICAL OF 12) C1-11 G1-11 w � FIXTURE TYP LARSON �U��U��� ���nv���nn uxnnnxx��o Larson BinWey, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913-383-2031 F 913-383-2831 COPYRIGHT 2008 FIXTURE TYPE R3 (TYPICAL) I. . /, F15 F15 01-1 8 ' 5 V � FIXTURE TYPE R3E (TYPICAL) _ m G2-3 G1-9 C1-8 g1-9 C1-9 G1-11 G1-11 01-11 01-11 in N | - | 5 | - G1 _ o G1-3 01-13 G1-13 NL/EM El 70 13 � 1 1J �1 � _ _ + �__ LIGHTING CODED NOTES F3 0E19 FIXTURE TYPE J (TYPICAL) .F15 F3 F17 F17 F17 FIXTURE TYPE E9 (TYPICAL) .'^ / G2-1 G2-1 O2-1 O G1-J FIXTURE TYPE R ^ " � G NL/FW ,F15 01-1 C1-1 0 tad 1-1J RXTURE TYPE E9 (TYPICAL) \8� 4 E13 E13 INSTALL AND WIRE LIGHT FIXTURE ON TWO CIRCUIT TRACK LOWER CIRCUIT, CIRCUIT #1. REFER TO SHEET E2O-0 FOR CIRCUITING OF EXISITNG TO REMAIN FIXTURES. PROVIDE J-BOX WITH TOGGLE DISCONNECT SWITCH FOR STOREFRONT SIGN. ROUTE CIRCUIT TO PANEL VIA CONTACTOR AS INDICATED ON SHEET E4-1. (SCENE 4) E9 Dor IP PROVIDE NEW 2-LAMP 8' FLUORESCENT STRIP FIXTURE TO MATCH EXISTING COVE LIGHTS. SEE LIGHT FIXTURE SCHEDULE TYPE 'E'. m F25 ;11 F27 � o ° F29 RECEIVED CITY OF LA JUN 1 � Y0O8 "°.` . PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION D0CUW[NTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUWENT3, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. REMODEL: C LAS SIC GAP ur`/ �v CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUN0, CA 94055 STORE NO.: 1 704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER k�8|| /v-rw ./ww///wu,/u` "m�� TU�WN|��N .=`,n�n �A1A� ^u/uu GAP PROJ. iD.: 0000043008 PROTOTYPE V9 ��T�' ' ' `^^ ' `^ ' ' ' `- . `^ DATE `-' 03/07/08 OPENING �l � � �[l�� `^"- �""" PROFESSIONAL STAMP: ARCHITECT INFO: /��N�|�� yu,u�u` 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD/PERMIT/BID SET SCALE: 1/8" = DRAWN BY: DMC A&E JOB NO.: 01.7366.150 SHEET TITLE: " ELECTRICAL LIGHTING PLAN SHEET NUMBER: E2 0 06/09/08 ELECTRICAL LOAD SUMMARY 208/120V SYSTEM LOAD DESCRIPTION ACTUAL CONNECTED KVA DEMAND FACTOR ACTUAL DEMAND KVA N.E.C. CONNECTED KVA DEMAND FACTOR N.E.C. DEMAND KVA LIGHTING 6.656 125% 8.320 6.656 125% 8.320 TRACK LIGHTING 1.563 125% 1.954 1.563 150 W/2 FT 66' 4.950 SHOW WINDOW LIGHTING 0.000 125% 0.000 0.000 200 W /FT 0' 0.000 RECEPTACLES 4.360 1ST 10KW @ 100% REMAINING @ 50% 4.360 4.360 1ST 10KW @ 00% REMAINING @ 50% 4.360 - CONTINUOUS MOTORS 0.000 125% 0.000 0.000 125% 0.000 HEATING " 15.000 100% 15.000 15.000 100% 15.000 AIR CONDITIONING * LARGEST MOTOR 10.800 0.000 100% + 25% OF LARGEST MOTOR ** 0.000 0.000 10.800 0.000 100% + 25% OF LARGEST MOTOR *" 0.000 0.000 WATER HEATER 1.300 100% 1.300 1.300 100% 1.300 MISCELLANEOUS 0.000 100% 0.000 0.000 100% 0.000 NOTES: * USE GREATER LOAD OF THE ** 125% OF THE LARGEST MOTOR 39.679 TOTAL KVA IN SYSTEM(APPLIED DEMAND KVA x 1000 30.934 39.679 TOTAL KVA AMPERAGE 400 AMPS 33.930 TWO CATEGORIES OF COMPRESSOR N.E.C. ONLY ON ONE UNIT) = MINIMUM FEEDER = 94 AMPS ELECTRICAL SERVICE = SYSTEM VOLTAGE x 1.732 33.930 X 1000 208 X 1.732 REQUIRED ELECTRICAL LOAD SUMMARY 208/120V SYSTEM LOAD DESCRIPTION ACTUAL CONNECTED KVA DEMAND FACTOR ACTUAL DEMAND KVA N.E.C. CONNECTED KVA DEMAND FACTOR N.E.C. DEMAND KVA LIGHTING 10.564 125% 13.205 10.564 125% 13.205 TRACK LIGHTING 3.336 125% 4.170 3.336 150 W/2 FT 119' 8.925 SHOW WINDOW LIGHTING 0.561 125% 0.701 0.561 200 W /FT 35' 7.000 RECEPTACLES 7.080 1ST 10KW @ 100% REMAINING @ 50% 7.080 7.080 1ST 10KW @ 100% REMAINING @ 50% 7.080 CONTINUOUS MOTORS 37.200 125% 46.500 37.200 125% 46.500 HEATING * 59.994 100% 59.994 59.994 100% 59.994 AIR CONDITIONING * LARGEST MOTOR 31.299 0.000 100% + 25% OF LARGEST MOTOR *" 0.000 0.000 31.299 0.000 100% + 25% OF LARGEST MOTOR *" 0.000 0.000 WATER HEATER 1.300 100% 1.300 1.300 100% 1.300 MISCELLANEOUS 0.740 100% 0.740 0.740 100% 0.740 NOTES: * USE GREATER LOAD OF THE ** 125% OF THE LARGEST MOTOR 152.074 TOTAL KVA IN SYSTEM(APPLIED DEMAND KVA x 1000 133.690 152.074 TOTAL KVA AMPERAGE 600 AMPS 144.744 TWO CATEGORIES OF COMPRESSOR N.E.C. ON LYON ONE UNIT) = MINIMUM FEEDER = 402 AMPS ELECTRICAL SERVICE = SYSTEM VOLTAGE x 1.732 144.744 X 1000 208 X 1.732 REQUIRED EQUIPMENT WIRING SCHEDULE SYMBOL ITEM VOLTAGE PHASE -WIRE HP KVA FLA FEEDER TYPE OF CONN. NEMA RATING DISCON. SWITCH FUSES REMARKS WIRE CONDUIT 1 INCOMING SERVICE 120/208V 3PH /4W EXISTING TO REMAIN ETR 2 PANEL 'H' 120/208V 3PH /4W EXISTING TO REMAIN ETR 3 PANEL 'E' 120/208V 3PH /4W EXISTING TO REMAIN ETR 4 PANEL 'F' 120/208V 3PH /4W EXISTING TO REMAIN ETR REMARKS: EQUIPMENT WIRING SCHEDULE SYMBOL ITEM VOLTAGE PHASE -WIRE HP KVA FLA FEEDER TYPE OF CONN. NEMA RATING DISCON. SWITCH FUSES REMARKS WIRE CONDUIT 1 INCOMING SERVICE 120/208V 3PH /4W EXISTING TO REMAIN ETR 2 PANEL 'J' 120/208V 3PH /4W EXISTING TO REMAIN ETR 3 PANEL 'G' 120/208V 3PH /4W EXISTING TO REMAIN ETR REMARKS: (E) 120/208V, 3PH, 4W.- SWITCHBOARD IN LANDLORD ELECTRIC ROOM. POWER RISER DIAGRAM AND NOTES 0120082009PRO.dwg 04 -10 -08 16:37 charles.echols AIR HANDLING UNIT CU -1 AND CU -2 ON ROOF (E) 600A METER SOCKET AND CTS. 600A /3P. 600A /3P LPN -RK FUSES. 0 1 "C. - 3# 6 2 SETS OF 3 "C -4# 350MCM 600A /3P MAIN - NON -AUTO TRIP GAP STORE GAP KIDS STORE E -8 60A /3P W/ 60A/ FRN -R FUSES PANEL 'H' CONDENSING UNIT CU -3 AND CU -4 ON ROOF. 60A /3P W/ 60A FRN -R FUSES GAP STORE , 60A /3P. 1"C. - 3# 6 ELECTRIC DUCT HEATERS EDH -1, EDH -2 & EDH -3 IN CEILING SPACE. AS REQUIRED.-- PANEL 2 "C - 4# 4/0. ENCLOSURE FOR CONTACTORS C1, C2, C3 & C4. PANEL 'F' 1/4"C - 4# 2. (E) 120/208V, 3PH, 4W. SWITCHBOARD IN LANDLORD ELECTRIC ROOM. GAP STORE GAP KIDS STORE AIR HANDLING UNIT AHU -1 TO AHU -4 IN CEILING SPACE. U (E) 200A /3P METER / /A 200A /3P. 300A /3P LPN -RK FUSES. 2 "C - 4# 3/0. WP 1/2 "C. - 3# 12 200A /3P MAIN NON -AUTO TRIP PANEL 'J' 30A /3P W/ 20A_, FRN -R FUSES • CONDENSING UNIT CU -3 AND CU -4 ON ROOF. WP 4 STORE ELECTRIC DUCT HEATERS EDH -4 IN STOCKROOM CEILING SPACE. 60A /3P. 3/4 "C. - 3# 8 1"c. - 3# 6 AS REQUIRED. 2 "C - 4# 1/0. t 3 ENCLOSURE FOR CONTACTORS C5, & C6. RECEIVED CITY OF TuKWILA JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 -383 -2831 larsonbinkley.com COPYRIGHT 2008 1 t:cPli E 81171 `ZGP- REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1 0 4 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROD. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: NO SCALE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: POWER RISER AND SCHEDULES � I4EET NUMBER: 3 0 GAP KIDS PANELBOARD PANEL TYPE G2 NEMA ENCLOSURE MOUNTING 1 AIC RATING NOTES 10,000 AL, SURFACE BO IOM FEE!:} EXISTING TO REMAIN MAIN LUGS VOLTAGE MAINS 120,208V PHASE WIRE 3 PANEL MAXAMPS OPTIONS 225 225A 11c::;E3 4 IS +: LATE= i:? GROUND :.US CCT NO. LOAD DESCRIPTION BKR SIZE BKR OPT NEC KVA ACTUAL KVA PHASE ACTUAL KVA NEC KVA BKR OPT BKR SIZE LOAD DESCRIPTION CCT NO. 1 TRACK LIGHTING 20 C5 0.345 0.345 A 0.200 0.200 20 4680! SYSTEM ........... 2 3 COVE LIGHTING 20 C6 0.496 0.496 B 0.000 20 SPACE ONLY 4 5 SPARE 20 0.000 C 0.000 20 SPACE ONLY 6 7 COVE LIGHTING 20 C6 0;496 0.496 A 0.294 0.294 C5 20 TRACK LIGHTING 8 9 COVE LIGHTING 20 C6 0,744 0.744 B 0.000 20 SPACE ONLY 10 11 FITTING ROOM LTS - BABY 20 C6 0.165 0.165 C 0.180 0.180 20 10 TO PC 12 13 FITTING ROOM LTS - BABY 20 C6 0.165 0.165 A 0.000 20 SPARE 14 15 SPARE 20 0.000 B 0.000 20 SPARE 16 17 SPARE 20 0.000 C 0.000 20 SPARE 18 19 SPARE 20 0.000 A 0.000 20 SPARE 20 21 SPARE 20 0.000 B 0.000 20 SPARE 22 23 SPARE 20 0.000 C 0.000 20 SPARE 24 25 SPARE 20 0.000 A 0.000 20 SPARE 26 27 SPARE 20 0.000 B 0.000 20 SPARE 28 29 SPARE 20 0.000 C 0.000 20 SPACE ONLY 30 ACTUAL CONNECTED 1.500 1.240 0.345 KVA N.E.C. PHASE A PHASE B PHASE C TOTAL CONNECTED 1.500 1.240 0.345 KVA 9 AMPS 3.085 3.D85 0120082009PR0.dwg 04 - 10 - 08 16:37 charles.echols PANELBOARD J PANEL TYPE AS NEMA ENCLOSURE MOUNTING SURFACE AIC RATING 10,000 NOTES .1-0P FEED EXISTING TO REMAIN MAIN BREAKER CCT NO. 3 5 7 9 11 13 15 17 LOAD DESCRIPTION VOLTAGE 120/208V MAINS 225A I iCB PHASE WIRE 4 PANEL MAXAMPS 22.5 OPTIONS BKR SIZE BKR OPT NEC KVA 0.900 0.900 0.900 0.900 0.900 0,900 5.000 5.000 5.000 ACTUAL KVA 0.900,' 0,900 1. 0.900 0.900 0.900 5.000 5.000 SUB FEED PHASE A B C A B C A B C PHASE A B C ACTUAL KVA 0.900 0.900 0.900 0.900 0.900 0.900 ACTUAL KVA 4.247 5.717 3.915 NEC KVA 0,900 0.900' 0.900 090D 0.903 0.903 0.003 0.003 0.003 NEC KVA BKR OPT BKR OPT BKR SIZE BKR SIZE 150 LOAD DESCRIPTION CCT NO. 2 4 6 8 10 12 14 16 18 LOAD DESCRIPTION PANEL 'G1' ACTUAL CONNECTED KVA 12.847 14.317 12.515 39.679 PHASE A PHASE B PHASE C TOTA L N.E.C. CONNECTED KVA 12.847 14.317 12.515 39.679 110 AMPS PANELBOARD 01 PANEL TYPE AE NEMA ENCLOSURE 1 MOUNTING SURFACE AIC RATING 10,000 NOTES BO1T0t FLED EXISTING TO REMAIN MAIN LUGS CCT NO. 3 5 7 9 11 13 15 17 19 21 23 25 27 29 LOAD DESCRIPTION GEN DWNLTS - KID /BABY GEN DWNLTS - KID /BABY PERIMETER DOWNLIGHTS PERIMETER DOWNLIGHTS CENTER 'DWNLTS - KID /BABY E NTER DWNLTS KID /BABY TRACK LIGHTING TRACK LIGHTING SPARE SPARE EMER LTG INVERTER SPARE SPACE ONLY SPACE ONLY SPACE ONLY VOLTAGE 120/208V MAINS 225A MOB PHASE WIRE PANEL MAXAMPS 225 OPTIONS ISOLATED ED GROUND BUS BKR SIZE 20 20 20 20 20 20 20 20 20 20 20. 20 20 20 20 BKR OPT C6 C6 C6 C6 C5 C5 NEC KVA 0.440 0.330 0.405 0.405 0.945 0.945 0.462 0.462 0.000 0.000 0.400 0.000 0.000 0.000 0.000 ACTUAL KVA 0.440 0.330 0.405''. 0.405 0,945 0,945',' 0.462 0.462 0,4000 PHASE A B C A B C A B C A B C A B C ACTUAL KVA 0.180 1.300 0.720 0.360 0.500 0.600 0.720 0.360 0.180 0.540 0.540 NEC KVA 0,180 1.300 0.720 0.500 0.600 0.720 0.000 0,360 0.180 0.540 0.540 0.000 0.000 0.000 BKR OPT BKR SIZE 20 20 20 20 20 !. 20 20 20 20 20 20 20 LOAD DESCRIPTION CONTROL CIRCUIT WATER HEATER LTG -'BOH/ RR REC - BOH/ TIME CLOCK FIRE ALARM COOLER REC - CASH REGISTER SPARE REC - CEILING MONITORS REC - MUSIC SYSTEM REC - SALES AREA REC - SALES AREA SPACE ONLY SPACE ONLY SPACE ONLY CCT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 ACTUAL CONNECTED KVA 2.747 4.477 3.570 10.794 PHASE A PHASE B PHASE C TOTAL N.E.C. CONNECTED KVA 2.747 4.477 3.570 10.794 30 AMPS PANELBOARD i-i PANEL TYPE AS NEMA ENCLOSURE I MOUNTING SURFAC_. AIC RATING 10,000 NOTES B0I M FEE EXISTING TO REMAIN CCT NO. 3 5 7 9 11 13 15 17 19 21 23 LOAD DESCRIPTION MAIN BREAKER BKR SIZE 70 70 BKR OPT NEC KVA 6.200 6,200 4.233 4.233 4.233 6.666 6.666 6.666 ACTUAL KVA 6:200 6.200 6.200 4.233 4.233 6.666 6.666 6.666 6.666 6.666' 6.666 '. 6.666 6.666 SUB FEED PHASE A B C A B C 6.666 6.666 6.666 A B C A B C PHASE A B C ACTUAL KVA 6.200 6.200 6.200 6.200 6.200 6.200 ACTUAL KVA 6.327 4.957 6.432 NEC KVA 6.200 6.200 6.200 6.200 6.200 6.200 6.666 6.666 0.000 0.000 0.000 NEC KVA BKR OPT BKR OPT BKR SIZE BKR SIZE 225 LOAD DESCRIPTION CCT NO. 2 4 6 8 10 12 14 16 18 20 22 24 LOAD DESCRIPTION PANEL 'E' VOLTAGE 120/208V MAINS 225A MOB PHASE 3 WIRE 4 PANEL MAXAMPS 225 OPTIONS ACTUAL CONNECTED KVA N.E.C. CONNECTED KVA 49.158 PHASE A 49.158 47.788 PHASE B 47.788 49.263 PHASE C 49.263 146.209 TOTAL 146.209 406 AMPS PANELBOARD E_ PANEL TYPE AS NEMA ENCLOSURE I MOUNTING SURFACE AIC RATING 10,000 NOTES TOP FEED EXISTING TO REMAIN MAIN LUGS CCT NO. 3 5 7 9 11 13 15 17 19 21 23 25 27 29 LOAD DESCRIPTION CASHWRAP LTG TRACK LIGHTING - GAP EXISTING PERIMETER LTG LIGHTING - GAP EAS -GAP SPACE ONLY EXISTING PERIMETER LTG'. EXISTING PERIMETER LTG TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING SPARE SPARE SPARE VOLTAGE 120/208V MAINS 225,A MOB PHASE 3 WIRE 4 PANEL MAXAMPS 225 OPTIONS BOLA D G -IOUNI:, 5115 BKR SIZE 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 BKR OPT C1 C2 C1 C2 C l C 1 C2 C2 C2 C2 NEC KVA 1.004 0.880 0.620 0.967 0.360 0.000 0.282 0.695 0.389 0.352 0.352 0.396 0.000 0.000 0.000 ACTUAL KVA 1.004 0.880 0.620 0.967 0.360 0.389 0.352 0.352 0.396 PHASE A A A A A ACTUAL KVA 0.200 0.620 0.372 NEC KVA 0.200 0.372 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 BKR OPT BKR SIZE 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 LOAD DESCRIPTION 4680 SYSTEM EXISTING PERIMETER LTG EASTING PERIMETER LTG SPACE ONLY SPACE ONLY SPACE ONLY SPARE SPARE SPARE SPARE SPARE SPARE SPARE EMS LTG CONTROL CCT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 ACTUAL CONNECTED KVA 2.805 2.907 1.777 7.489 PHASE A PHASE B PHASE C N.E.C. CONNECTED KVA 2.805 2.907 1.777 7.489 21 AMPS IS PANEL SUB FEED SUB FEED SUB FEED TOTAL COLOR CODING OF LOAD PANELBOARD PANEL - TYPE AS MOUNTING SURFACE AIC RATING 10,000 NOTES . 1 - 05 FEED EXISTING TO REMAIN MAIN LUGS CCT NO. 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 LOAD DESCRIPTION SPARE SPARE SPARE SPARE STOREFRONT LIGHTING STOREFRONT LIGHTING STOREFRONT LIGHTING SPARE WORK LTS WORK LTS FITTING ROOM LIGHTING BABY GAP SIGN GAP SIGN SPACE ONLY SPACE ONLY VOLTAGE 1201208V MAINS 225 PHASE 3 PANEL MAXAMPS 225 OPTIONS ISOLATED C''OUND BUS BKR SIZE 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 BKR OPT C3 C3 C3 04 C4 C4 C4 NEC KVA 0.000 0.000 0.000 0.000 0.187 0.187 0.187 0.000 0.495 0.440 0.330 0.770 1.500 .500 1.500 1.000 0.000 0.000 0.000 0.000 0.000 ACTUAL KVA 0.187 0.187 0.187 0.495 0.440 0.330 0.770 1.500 1.500 1 500 1.000 PHASE A A A A A A A ACTUAL KVA 1.300 1.060 0.180 0 800 0.360 0.360 0.900 0.900 0 540 0.360 0.360 0.560 0.360 NEC KVA 1.300 0.180 0.800 0.360 0.360 0.900 0.900 0.360 0.360 0 560 0.360 0.000 0.000 0.000 0.000 0.000 0.000 BKR OPT EX EX EX C4 C4 BKR SIZE 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 LOAD DESCRIPTION CONTROL CIRCUIT WATER HEATER LTG - STOCK RM TOILET REC - STOCK ROOM EMPLOYEE TIME CLOCK WATER COOLER I.G.CASH REGISTER I.G.CASH REGISTER FIE° " SALES AREA REC - SALE AREA REC FITTING ROOM REC - SHOW WINDOW EMERGENCY INVERTER REC - SHOW WINDOW SPACE ONLY SPACE ONLY SPACE ONLY CCT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913-383-2621 F 913-383-2831 COPYRIGHT 2008 EXPIRES win REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TUKWILA,WA 98188 GAP PROJ. LD.: 0000043668 PROTOTYPE V9 DATE 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: RECEIVED CITY OF TUKVOLA PERMIT CENTER ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD/PERMIT/BID SET 06/09/08 SCALE: NO SCALE DRAWN BY: DMC A&E JOB NO.: 01.7366.150 SHEET TITLE: PANEL SCHEDULES SHEET NUMBER: LOAD % PHASES BALANCED WITHIN: PANELBOARD ID TH 0120082009E32.dwg 04 -23 -08 17:42 Dana.Clark THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. T 913 - 383 -2621 6363 College Blvd., Suite 400 F 913 - 383 -2831 Overland Park, Kansas 66211 larsonbinkley.com COPYRIGHT 2008 0 " �3�:r z0 i iixpiRE ^ 8 117! Z! REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 • STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET SCALE: NO SCALE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: LIGHT FIXTURE SCHEDULE SHEET NUMBER: E3 0 LIGHT FIXTURE SCHEDULE TAG PROVIDED BY DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP BALLAST MANUFACTURER CATALOG NUMBER WATTS VOLTS MOUNTING LOCATION REMARKS OWNER LANDLORD C EXISTING TO REMAIN RECESSED 2X2 FLUORESCENT FIXTURE E XISTING TO REMAIN (2) F32- T8 /U /6 /SPX35 EXISTING TO REMAIN 62 120 EXISTING TO REMAIN D EXISTING TO REMAIN FLUORESCENT STRIP FIXTURE WITH ONE ROW OF LAMP EXISTING TO REMAIN F17/F25/F32 -T8 SPX-35 EXISTING TO REMAIN 22/27/32 120 EXISTING TO REMAIN E EXISTING TO REMAIN FLUORESCENT STRIP FIXTURE WITH TWO ROWS OF LAMPS SIM -KAR #CH SERIES F17/F25/F32 -T8 SPX -35 EXISTING TO REMAIN 22/27/32 120 EXISTING TO REMAIN F EXISTING TO REMAIN TRACK EXISTING TO REMAIN EXISTING TO REMAIN J EXISTING TO REMAIN EXIT SIGN WITH EMERGENCY BATTERY EXISTING TO REMAIN 20 120 EXISTING TO REMAIN 0 EXISTING TO REMAIN FLUORESCENT DOWN LIGHT EXISTING TO REMAIN F26TBX/SPX35 EXISTING TO REMAIN 28 120 EXISTING TO REMAIN P EXISTING TO REMAIN ADJUSTABLE DOWNLIGHT WITH WHITE TRIM RING E XISTING TO REMAIN (1) 45 W PAR 38 CAP /FL EXISTING TO REMAIN 45 120 EXISTING TO REMAIN O EXISTING TO REMAIN 4'-0" FLUORESCENT UP /DOWNLIGHT E XISTING TO REMAIN (2) F32T8 /SPX35 EXISTING TO REMAIN 62 120 EXISTING TO REMAIN R EXISTING TO REMAIN ADJUSTABLE DOWNLIGHT WITH WHITE TRIM RING E XISTING TO REMAIN (1) 45W PAR 38 CAP /FL EXISTING TO REMAIN 45 120 EXISTING TO REMAIN D7 X SURFACE MOUNTED DUAL CIRCUIT TRACK. LENGTH A S INDICATED PER DRAWINGS, WHITE FINISH CON TECH LT28P SERIES N/A N/A N/A 120 SALES FLOOR 1 E6 X TRACK MOUNTED LOW VOLTAGE INCANDESCENTMRI6 TRACK HEAD. ELECTRONIC TRANSFORMER WHITE FINISH. SOLITE SOFTENNING LENS. CLOSED BACK LABELED FOR 37 W CON TECH CTL12167NT37SP PHILIPS (1) 35MRC16 /IR /NFL25 WITH FLAT LENS N/A 37 120 SALES FLOOR E9 X METAL HALIDE TRACK HEAD, 20 WATT, WHITE FINISH, WITH DB2690 REFLECTOR, ADAPTER FOR CON -TECH ONLY, TO USE ON TWO CIRCUIT TRACK BUT WILL ONLY WORK ON CIRCUIT ONE AMERLUX CYLTS- MM- E- WT -TJ1- 120- FL- DB2690 PHILIPS (1) CDM20 / TM / 830 ADVANCE ICF2542M2BS 23 120 SALES FLOOR R3 X COMPACT FLUORESCENT RECESSED DOWNLIGHT, ALZAK ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8 -11/16 APERTURE, 8" RECESSED DEPTH, INTEGRAL ELECTRONIC BALLAST I A.)IVI r /AL, I r I 1 ∎.., - 1 LIGHTOLIER 8038CCDP / 8332HU PHILIPS (2) PLT32W / 35 / 4P ADVANCE ICF2542M2BS 71 277 SALES FLOOR R3E X o.7CU UIJVVINLIIan I, ALZAK ALUMINUM REFLECTOR, SELF FLANGE TRIM, 8 -11/16 APERTURE, 8" RECESSED DEPTH, INTP(`.RAI PI PCTR(lNIC RAI I ART Ann PMPRRIPNCY PACK LIGHTOLIER 8038CCDP -E / 8342HU -EM4E PHILIPS (2) PLT32W / 35 / 4P ADVANCE ICF2542M2BS 71 277 SALES FLOOR REMARKS: 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS TO COMPRISE A FULLY FUNCTIONING SYSTEMS. 0120082009E32.dwg 04 -23 -08 17:42 Dana.Clark THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. T 913 - 383 -2621 6363 College Blvd., Suite 400 F 913 - 383 -2831 Overland Park, Kansas 66211 larsonbinkley.com COPYRIGHT 2008 0 " �3�:r z0 i iixpiRE ^ 8 117! Z! REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 • STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET SCALE: NO SCALE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: LIGHT FIXTURE SCHEDULE SHEET NUMBER: E3 0 0120082009E33.dwg 04 -23 -08 14:40 Dana.Clark INTERNALLY ILLUMINATED NEON SIGN WITH INTEGRAL BALLAST. PROVIDED AND INSTALLED BY SIGN MANUFACTURER FLUSH ENTRY NEON SIGN PLAN NOT TO SCALE 204 INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN WITH INTEGRAL BALLAST, PROVIDED AND INSTALLED BY MANUFACTURER. 1/2" GREENFIELD CONDUIT. J —BOX 1/2" CONDUIT TO ELECTRICAL PANEL AS REQUIRED (10) FLUORESCENT LAMPS (SPACED TO PROVIDE EVEN ILLUMINATION OF EDGES) FLUORESCENT HALO SIGN SECTION INTERNALLY ILLUMINATED FLUORESCENT HALO SIGN WITH INTEGRAL BALLAST. PROVIDED AND INSTALLED BY SIGN MANUFACTURER PROVIDE 120 —VOLT PRIMARY ELEC. SERVICE (INCL. GROUND WIRING DIRECTLY FROM PANEL BOX). INSTALLATION TO MEET N.E.C. CODE. (1) 1/2" CONDUIT WITH MINIMUM 2' -0" GREENFIELD FLEX CONDUIT. SURFACE HALO SIGN SECTION NOT TO SCALE 207 NOT TO SCALE 205 RECEIVED CITY OF TUKWILA JUN 1 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 EXPIRES 8/17; X 1 • REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: AS NOTED DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: LIGHT FIXTURE DETAILS SHEET NUMBER: E3=3 0120082009E34.dwg 04 -23 -08 14:25 Dana.Clark P2 P1 END FEED CONNECTION KEY CODE N : NEUTRAL CONNECTION P1 : CIRCUIT #1 POSITIVE CONNECTION P2 : CIRCUIT #2 POSITIVE CONNECTION (NIGHT LIGHT CIRCUIT CONNECTION) O INSTALL END — FEED ARROW POINTING TO THE POLARITY LINE ON TWO CIRCUIT TRACK TWO CIRCUIT TRACK END FEED CONNECTION NOT TO SCALE 201 CEILING 1 G J POLARITY BEAD TWO CIRCUIT TRACK 1 �— --- CIRCUIT #2 CIRCUIT #1 CIRCUIT #2 CIRCUIT #1 ON /OFF SWITCH (n'P) TRACK LATCH (TYP) STEP -1 STEP-2 PLASTIC SHIM r p STEP -3 INSTALLATION INSTRUCTIONS STEP -1 IDENTIFY THE "POSITIVE" CONNECTION ON LIGHTING FIXTURE BASE MARKED "P ". STEP -2 TO ACCESS THE UPPER CIRCUIT, (CIRCUIT #2), PULL UP THE CONNECTOR MARKED "P" WITH ELECTRICIANS PLIERS UNTIL IT IS FIRMLY IN UPPER POSITION. SEE DIAGRAM ABOVE. STEP -3 SLIDE THE PLASTIC SHIM (SUPPLIED WITH TRACK) BENEATH THE CONNECTOR TO LOCK THE TAB IN PLACE. STEP -4 TO ACCESS THE LOWER CIRCUIT, (CIRCUIT #1), LEAVE CONNECTOR MARKED "P" IN THE ORIGINAL POSITION. STEP -5 INSTALL FIXTURE HEAD IN TRACK WITH TRACK LATCH ARROWS POINTING TO THE POLARITY LINE ON TWO CIRCUIT TRACK TWO CIRCUIT TRACK INSTALLATION INSTRUCTIONS NOT TO SCALE 200 TO SWITCHED AC CIRCUIT (CONTACTOR MANUAL SWITCH, MOTION SENSOR, ETC...) TO UNSWITCHED AC CIRCUIT. USE • PROPER TAP. • CAP UNUSED WIRE • INDICATOR LAMP YELLOW BROWN BROWN WHITE BLACK ORANGE A.C. BALLAST LAMP BATTERY PLUG RED I=1 I=1 RED LIGHT ALARMS "AM -6" FLOURESCENT POWER PACK NOTE: CONNECT EMERGENCY PACK TO THE HOT WIRE OF THE CIRCUIT AHEAD OF LIGHT SWITCH OR CONTACTOR. BLUE BLUE RED RED YELLOW YELLOW BLUE BLUE A AI EMERGENCY WIRING LIGHTING DIAGRAM NOT TO SCALE 100 RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 Expip s 8/f 7/ J .. REMODEL: CLASSIC \ \N: s,..\\.\\.\\ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: AS NOTED DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: LIGHTING DETAILS 2 ET NUMBER: S 4 0120082009E40a.dwg 04 -23 -08 1 4:23 Dana.Clark EXISTING STORE FRONT ADT DEVICES CASHWRAPS 2T M O 0 CASHWRAPS 2T (2) 3/4" (ADT) 1 -1 /2" (POS) EXISTING TELECOM BACKBOARD (ADT BACP) (NETWORK RACK) (PLAY NETWORK) (SPENCER /AVAYA) (PHONE) N, J EXISTING EAS BACKBOARD (2) 3/4" 1/2" (TEL) 1/2" (TEL) EXISTING MANAGER'S OFFICE POS EXISTING STOCKROOM PHONE FITTING ROOM PHONE 3/4" (POS) 3/4" (POS) EXISTING EMPLOYEE TIME CLOCK EXISTING TRAFFIC COUNTER CONDUIT RISER DIAGRAM - 4T CASHWRAP ISLAND NOT TO SCALE 203 9i RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 'a( F r rm -J 8 REMODEL: CLASSIC U GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TUKWILA,WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: AS NOTED DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: 4 o 0120082009E41.dwg 04 -23 -08 14:16 bana.Clark SWITCH AT MASTER LIGHTING STATION — BUSINESS/ TRACK EMPLOYEE/ GENERAL NON —SALES AREA LIGHTS 120VAC DEDICATED CIRCUIT WITH LOCK —ON CIRCUIT BREAKER REFER TO SHEET E1 -0 FOR CIRCUIT NUMBER AND LOCATION OF DEVICES j I IF I I •-- G1- 5,7,9,11 L--- 12P J REFER TO SHEET E3 -1 FOR CONTACTOR SCHEDULE. EXISTING 3P CONTACTOR G1 -13,15 G2 -1,8 EXISTING 3P CONTACTOR 0 G2- 3,7,9,1 1,13 UNSWITCHED HOT LEGS TO EMERGENCY/ NITE LTS EXIT SIGNS G1 -6 SWITCHES AT MASTER LIGHTING STATION G1 -1 ►- G1 -3 N * *ALL JOHNSON CONTROL EQUIPMENT IS EXISTING TO REMAIN, INCLUDING TIMECLOCKS, RELAYS, ENCLOSURES, ETC. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. (SCENE 1) (SCENE 1) LIGHTING CONTROL DIAGRAM - GAP KIDS NOT TO SCALE 300 SWITCH AT MASTER LIGHTING STATION BUSINESS/ TRACK EMPLOYEE/ GENERAL NON —SALES AREA LIGHTS REFER TO SHEET E1 -0 FOR CIRCUIT NUMBER AND LOCATION OF DEVICES HI L---J 120VAC DEDICATED CIRCUIT WITH LOCK —ON CIRCUIT BREAKER II- I EXISTING 3P CONTACTOR rt I I EXISTING 3P CONTACTOR 1* HI I L-- - - 12PJ J 1I- E- 19,21,23 F- 1,4,5,6,13,15 F 3,7,17,19,21,23 EXISTING 8P CONTACTOR I X— HI I E-9,11,13 I II I EXISTING 6P CONTACTOR — II I •— F 25,26,27,29,30,31 I-- - - 8 P-J 0 REFER TO SHEET E3 -1 FOR CONTACTOR SCHEDULE. UNSWITCHED HOT LEGS TO EMERGENCY/ NITE LTS EXIT SIGNS E 6 SWITCHES AT MASTER LIGHTING STATION •— F 4 F 6 N * *ALL JOHNSON CONTROL EQUIPMENT IS EXISTING TO REMAIN, INCLUDING'tTIMECLOCKS, RELAYS, ENCLOSURES, ETC. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. (SCENE 2) (SCENE 1) (SCENE 3) (SCENE 4) LIGHTING CONTROL DIAGRAM - GAP NOT TO SCALE 300 RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 EXPIFIES 0/17i 7_ u REMODEL: CLASSIC • \_ GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: '1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/ SCALE: AS NOTED DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E4=1 4- TERMINAL CASHWRAP PLAN LAYOUT NOT TO SCALE 205 'B' H'B' ®RR R R 'A' ELEVATION 'A' 'B1' I "B1" I ELEVATION 'B' "R3" 'E1" "R2" "E" 4- TERMINAL CASHWRAP ELEVATION LAYOUT NOT TO SCALE 206 MU POWER DATA PHONE IN OUTLET* FOR MUZAK SOURCE SELECTOR LI IJ� ELEVATION 'C' ELEVATION 'D' (J� —PHONE DATA POWER MUZAK OUT MUZAK IN R 4- TERMINAL CASHWRAP CABLE /CONDUIT LAYOUT NOT TO SCALE 207 SYMBOLS ® QUADRUPLEX RECEPTACLE WITH ISOLATED GROUNDS IJ W PHONE DATA OUTLET JUNCTION BOX DUPLEX RECEPTACLE MUZAK NOTE ALL ELECTRICAL BOXES ARE MOUNTED ON THE INSIDE OF THE WIRE CHASE NOTE: PHONES /OUTLETS FACE SERVICE SIDE. 0120062009E42.dwg 06 -02 -08 13:50 Dana.Clark [--"B" "E" SIDE 2 "A' 101 "R2' OPENING IG2 d1). "B 1" "B1" 101 "R3" OPENING "A" 102 V64 'E1' SIDE 1 O O CASHWRAP GENERAL NOTES CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE —W AND INSTALLED BY CASHWRAP MANUFACTURER. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER, WIRING AND FINAL CONNECTIONS TO PRE — INSTALLED CASHWRAP RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR ALL DEVICES AS REQUIRED FOR A COMPLETE CODE— COMPLIANT SYSTEM. COORDINATE AND CONFIRM LOCATIONS OF PRE —WIRED DEVICES AND CONDUIT ENTRY WITH G.C., ARCHITECTUR DRAWINGS, AND CASHWRAP SHOP DRAWINGS. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDU SIZES. FINAL CONNECTIONS, HUBS AND WIRING FOR POS AND TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED B SPENCER ENGINEERING AND LUCENT TECHNOLOGY RESPECTIVELY. FINAL CONNECTIONS AND WIRING FOR MUZAK SYSTEM PROVIDED AND INSTALLED BY MUZAK. IRED AL Y IT ARE CASHWRAP CODED NOTES ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT POWER. PRE — INSTALLED BY CASHWRAP MANUFACTURER. 200) 204 209 CONVENIENCE DUPLEX RECEPTACLE FOR GENERAL USE POWER. PRE — INSTALLED BY CASHWRAP MANUFACTURER. NOT USED. RECESSED SINGLE GANG BOX FOR TELEPHONE CONNECTION IN BACK OF CREDENZA. PROVIDE INTERCONNECTING CONDUIT BETWEEN BOXES. COORDINATE EXACT LOCATION WITH G.C. PRIOR TO ROUGH —IN. POS CONNECTION FROM CASHWRAP TERMINAL TO HUB. SHOWN FOR REFERENCE ONLY. 4" SQ. X 1-1/2" D J —BOX WITH SINGL GANG MUD RING FOR SOUND SYSTEM VOLUME CONTROL. PRE — INSTALLED BY CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY. DELIVERY DOOR BUZZER AND BUZZER SYSTEM TRANSFORMER. PRE — INSTALLED BY CASHWRAP MANUFACTURER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MGR'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. CONDUITS FOR CASHWRAP POWER, DATA, PHONE AND MOZAK. SEE POWER PLAN SHEET E1 -0 FOR CIRCUIT NUMBERS. 3/4" CONDUIT WITH ONE (1) PULLWIRE TO ACCESSIBLE CEILING FOR SOUND SYSTEM CABLE AND DOOR BUZZER WIRING. CONDUIT WITH TWO (2) PULLWIRES TO LOOP CONNECTOR BOX IN MANAGER'S OFFICE FOR POS SYSTEM. HUB FOR POS SYSTEM. SHOWN FOR REFERENCE ONLY. JUNCTION BOX FOR MUZAK SELECTOR SWITCH. THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 001 ea 7 Z REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 SF) ET NUMBER: PROFESSIONAL STAMP: RECEIVED CITY OF TUKWILA JUN 13 2008 PERMIT CENTER ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: AS NOTED DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: CASHWRAP DETAILS A. NOTE DIVISION 16 — ELECTRICAL SECTION 16000 BASIC ELECTRICAL REQUIREMENTS 1 THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS AND SPECIFICATIONS, IC TIONS SHALL REFER T E TO THE GENERAL CONTRACTOR 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 16. 3 THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTOR'S WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS WORK TO COMPLY WITH THE G.C.'S SCHEDULE AND THE PROJECT COMPLETION DATE. 5 THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 6 REFER TO RESPONSIBILITY SCHEDULE ON THE ELECTRICAL DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. GENERAL REQUIREMENTS 1 THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY, OWNER OR , THE G.C. SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD, POWER COMPANY AND THE G.C.'S CONSTRUCTION MANAGER AS REQUIRED. FURNISH AND INSTALL EQUIPMENT THAT IS RATED FOR AVAILABLE FAULT CURRENT LEVELS. FURNISH AND INSTALL "CABLE LIMITERS" IF NECESSARY TO LIMIT FAULT CURRENT. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. 2 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 4 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED OTHERWISE. 5 ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT 6 THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING IS TO MATCH SURROUNDING SURFACES. 7 THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL CONTRACTORS AND IS RESPONSIBLE FOR IT'S REMOVAL. 2 THE G.C. SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND INCLUDE COST IN BID. D. CODES 1 ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER AND CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES, AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. E. LICENSES, PERMITS, INSPECTIONS & FEES 1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2 FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1 WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PR— QUALIFIED, LISTED IN THIS CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR GAP INC. OF AT LEAST $500 PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE REVIEWED. ALL SUBSTITUTIONS ARE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWINGS PROCESS, BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. GAP INC. RESERVES THE RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 0120082009E50.dwg 04 -22 -08 15:47 Dana.Clark 2 ELECTRICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE G.C.'S CONSTRUCTION MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE G.C.'S CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS SUBMITTALS SHALL BEAR THE STAMP OF THE G.C.'S OFFICE AND SUB — CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. G. GUARANTEE 1 THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE G.C.'S CONSTRUCTION MANAGER /ENGINEERING MANAGER. EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2 THE OWNER SHALL PROVIDE A COMPLETE 12 —MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY THE OWNER AND ITS VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID H. RECORD DRAWINGS 2 AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED SHALL BE PLACED "DO NOT REMOVE" IN THE AS —BUILT DRAWING TUBE. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A LOCATION OF JUNCTION BOXES AND RECEPTACLES B REVISIONS, ADDENDUMS, AND CHANGE ORDERS C SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. I. DISCREPANCIES IN DOCUMENTS DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE G.C. IN WRITING PRIOR TO SUBMITTAL OF BID. OTHERWISE, THE G.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC IN NATURE. THE G.C. SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. J. PHASING REQUIREMENTS 1 FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH THE G.C.'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE POS, CASH REGISTERS, ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE THE G.C. AT TIME OF BID IF ANY CONFLICTS EXIST. K. DEMOLITION 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C. COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2 THIS CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE REMOVAL OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCHGEAR, PITCH POCKETS AND EQUIPMENT ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCHGEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF /WALL /FLOOR PATCHED /REPAIRED TO LIKE NEW CONDITION. EXISTING ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO BID AND INCLUDE COSTS IN BID AS DIRECTED BY THE G.C.. L. SLEEVES 1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 4" ABOVE THE FLOOR. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO 22 U.S.G GALVANIZED STEEL MINIMUM. M. HANGERS 1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, UNISTRUT, C— CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. END OF SECTION 16000 A. SCOPE OF WORK DIVISION 16 — ELECTRICAL SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS 1 THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: B. CONDUIT A A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF PANELBOARDS, SAFETY AND DISCONNECT SWITCHES, MOTOR STARTERS, LIGHTING CONTACTORS, LIGHTING AND TRANSFORMERS. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID FOR PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE —IN TO LANDLORD'S DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY COMPANY. B CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT LIMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, ETC. C METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, THE OWNER., UTILITY COMPANY, AND /OR LANDLORD. D INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. E A COMPLETE CONDUIT SYSTEM FOR TELEPHONE /DATA INCLUDING TERMINAL BOARD, BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. F A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. G TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL. H FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC AS SHOWN ON DRAWINGS. I SMOKE /FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS 2 WORK NOT INCLUDED. THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT: A 24- VOLT TEMPERATURE CONTROL WIRING UNLESS NOTED OTHERWISE. B . TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE. C DATA LINES WIRING UNLESS NOTED OTHERWISE. 3 BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, AND ELECTRICAL EQUIPMENT. 2 ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS WHERE PERMITTED BY LANDLORD OR CODE. 3 MINIMUM SIZE OF CONDUIT SHALL BE 1/2" (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" FOR ALL IN /UNDER FLOOR CONDUIT. 4 SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 5 GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY THE G.C.'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY THE G.C.. 6 FLEXIBLE METAL CONDUIT OR MC TYPE CABLE A FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY: 1 FINAL CONNECTIONS TO MOTORS 2 FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER 3 FINAL CONNECTIONS TO VIBRATING EQUIPMENT 4 INTER — CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE EMT OR IMC. 5 FINAL CONNECTIONS WHERE EMT OR IMC CONDUIT IS NOT PRACTICAL 6 IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT) B FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. C THE USE OF ROMEX, BX, ETC IS NOT PERMITTED. D CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E LIQUIDTIGHT OR SEALTIGHT. 7 PROVIDE PULL —WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 8 HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO ABOVE CR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND WORK. CONDUIT MUST BE TRAPEZOID TO ALLOW 3 FEET MINIMUM ABOVE CEILING. 9 ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES. C. OUTLET BOXES STRUCTURE OTHER TRADES CLEARANCE 1 ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1-1/2" DEEP, WITH PLASTER RINGS. 2 ALL K SHALL 3 EXTERI 4 INSTAL OF TH BOXES BOXES THE D 5 UNLES ELECT AS FO A S B C T C T D. JUNCTION 1 THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. 2 BOXES 3 INSTAL AND S 4 ARRAN LOCATI IN LO GRILLE 5 JUNCT IDENTI E. WIRING 1 CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE THW, THWN OR THHN. 2 3 ON AL REDUC BOXES 4 COND SIZE # 5 ALUMI REQUI REQUI WHEN 6 MINIMU UNLES ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (IE LOW VOLTAGE PLENUM RATED WIRE). 7 THE USE OF SHARED NEUTRALS IS REQUIRED FOR LIGHTING CIRCUITS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR SHALL HAVE A DEDICATED FULL SIZE NEUTRAL. 8 THE U 9 WIRE AND S 10 ALL W F. 2 WIRING D NOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, BE EQUIPPED WITH 3/8" FIXTURE STUDS. OR BOXES SHALL BE CAST RUST — RESISTING METAL WITH GASKETED COVERS. L BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY PROVIDE SUITABLE SO PR VI BOX EXTENSIONS O E XT N E CONDUIT SYSTEM. ALSO IT TO EXTEND TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET TO BE PROVIDED WITH CADDY "QUICK —MOUNT BOX SUPPORT" TO MINIMIZE EFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. S OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL RICAL CODE, HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE LLOWS: WITCH HEIGHT AS INDICATED IN ELECTRICAL SYMBOLS LEGEND. ONVENIENCE OUTLETS: SALES & NON— SALES: 18" FROM FINISHED FLOOR O CENTERLINE OF OUTLET ELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. AND PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. L BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE UPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. GE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE ONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE CATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR S OR ACCESS PANELS AS LOCATED ON PLANS. ION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER FICATION AND SYSTEM TYPE ON COVER. M WIRE SIZE — 20 AMP BRANCH CIRCUITS SHALL BE #12 AWG S OTHERWISE NOTED ON DRAWINGS OR REQUIRED BY NEC. L 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE ED TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICE IN JUNCTION ON RATED TERMINAL STRIPS. UCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS 12 SHALL BE SOLID (NOT STRANDED). NUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE RED BY LANDLORD. CONDUCTOR CONNECTION MUST BE PER MANUFACTURER'S REMENTS. CONTRACTOR MUST ADVISE THE G.C.'S CONSTRUCTION MANAGER USED. SE OF ROMEX, BX, ETC IS NOT PERMITTED. CONNECTORS SHALL "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER HALL BE T & B "LOCKTIGHT" FOR #6 AWG AND LARGER. IRING TO BE COLOR —CODED AS FOLLOWS: EVICES WHITE BLACK RED BLUE GREEN GREE,S2GIV VCOLONYSTRMOMCER GRAY BROWN ORANGE YELLOW GREEN 231E01-881TVIDIYE ET/RACER EVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "TP" BY EAGLE RIC MFG.CO. EXCEPT FOR THE FOLLOWING BRANDS. RECEIVED D NAVY: HUBBEL S SERIES OR PASS AND SEYMOUR SL SERIERTY O TUKWIi.A ESS STEEL (AS INDICATED ON DRAWINGS) JUN 13 "Z008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 1 W4 RES Oa .CICI REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 SHEET NUMBER: PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: NONE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: ELECTRICAL SPECIFICATIONS E5O NEUTRAL: PHASE A OR L1: PHASE B OR L2: PHASE C OR L3: GROUND: ISOLATED GROUND: THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES, UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALL BE AS NOTED ON DRAWINGS THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED BY ARROW —HART, GENERAL ELECTRIC OR PASS & SEYMOUR WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. SINGLE POLE SWITCHES: 20AMP — 120 -277V: HUBBELL "HBL- 1221" THREE WAY SWITCHES: 20AMP — 120 -277V: HUBBELL "HBL- 1223" DUPLEX RECEPTACLES: 20AMP — 125V: HUBBELL "5362" ISOLATED GROUND RECEPTACLES: 20AMP — 125V: HUBBELL "IG5362" GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLES: 20AMP — 125V: HUBBELL "GF5352" ALL D ELECT A. 0 STAINL G. HEATING, VENTILATING & AIR CONDITIONING, PLUMBING, AND FIRE PROTECTION WIRING 1 ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL AND TEMPERATURE CONTROL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS BID. 2 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER WIRING, LINE VOLTAGE WIRING, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION SPECIFICATIONS AND DRAWINGS. THIS CONTRACTOR SHALL ALSO FURNISH AND INSTALL ALL INTERCONNECTING LINE VOLTAGE WIRING BETWEEN RELAYS AND SWITCHES AS REQUIRED. 3 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE TO BE IN CONDUIT. REFER TO PLANS FOR REQUIREMENTS AND SIZE. H. SAFETY AND DISCONNECT SWITCHES 1 SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK —MAKE, QUICK —BREAK FUSED OR NON— FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. LUG CONNECTIONS TO BE 75 °C RATED. 2 SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY LOCAL CODES. DISCONNECT SWITCHES THAT ARE INSTALLED AT HEATING, VENTILATING AND AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE FUSED IF NOT PROTECTED WITH A "HACR" BREAKER IN ACCORDANCE WITH THE EQUIPMENT'S NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PER THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. 3 AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS UL RATED FOR APPLICATION IN ACCORDANCE WITH ALL CODES. 4 GENERAL ELECTRIC CR101/CR1062 MANUAL MOTOR STARTERS, LESS OVERLOAD PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE INDICATED ON DRAWINGS FOR FRACTIONAL HORSEPOWER MOTORS ABOVE 1-1/2 HP AT 120 VOLTS AND 2 HP AT 240 VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL. MOTORS THAT ARE BELOW THE 1 -1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WATER HEATER AND ROLLING GRILLE ARE TO BE PROVIDED WITH HUBBELL "HBL- 1221, OR 1222" AC SWITCH. 5 MANUFACTURER SHALL BE GENERAL ELECTRIC. I. MOTOR STARTERS 1 MAGNETIC MOTOR STARTERS SHALL BE PROVIDED WITH RESET TYPE OVERLOADS THAT CLOSELY MATCH MOTOR NAMEPLATE RATING AND SHALL BE ELECTRICALLY HELD (MINIMUM SIZE #1 IN A NEMA 1 ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP THAT REQUIRE AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, H —O— A, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH MECHANICAL CONTRACTOR. COMBINATION STARTER /DISCONNECT SWITCHES SHALL CONTAIN FUSIBLE SWITCHES AND ONLY USED WHERE INDICATED ON DRAWINGS. LUG CONNECTIONS TO BE 75 °C RATED. 2 MANUFACTURER SHALL BE GENERAL ELECTRIC. J. GROUNDING 1 FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S TENANT CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. 2 ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 3 GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND A BONDING JUMPERS INSTALLED AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. 4 ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL —TO— METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. 5 RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH CONDUIT FEEDING THE CASH WRAP, THE SENSORMATIC, HVAC CONTROL PANEL, AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. 6 FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE COPPER WITH GREEN IDENTIFICATION AND SIZED PER N.E.C. 7 ALL ENCLOSURES AND NON— CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES WHERE ENCLOSURES AND NON— CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS SHALL BE "PENN — UNION" "GPL" TYPE. K. DRY TYPE TRANSFORMERS 1 TRANSFORMERS WHICH ARE NOT PAD MOUNTED SHALL BE SECURELY MOUNTED FROM THE BUILDING STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION NOISES. USE FLEXIBLE METALLIC CONDUIT WITH GROUNDING BUSHING FOR PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER. TRANSFORMERS SHALL BE LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP NOISE LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE REQUIRED CLEARANCES. LUG CONNECTIONS TO BE 75 °C RATED. 2 TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2 -1/2% TAPS, TWO (2) TAPS ABOVE AND FOUR (4) TAPS BELOW NORMAL PRIMARY RATING. 3 MANUFACTURER SHALL BE GENERAL ELECTRIC. L. PANELBOARDS 1 ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND BUSSING, AND OVERALL HINGED /LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK —MAKE AND QUICK —BREAK DESIGN, THERMAL — MAGNETIC TYPE, TRIP FREE AND TRIP — INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN. ALL LIGHTING BRANCH CIRCUIT BREAKERS SHALL BE SWITCHING DUTY RATED AND LABELED "SWEDE ". 2 CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. 0120082009E51.dwg 04 -22 -08 15:42 Dana.Clark 3 ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX TO MIN. REARRANGE NON— LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE CHANGES ON RECORD DRAWINGS. LIGHTING PANEL CIRCUIT BREAKERS MUST BE INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. 4 PANELBOARDS MUST BE MOUNTED MINIMUM OU ED ON M IMUM 3/4 A/D PLYWOOD AND PAINTED IN A COLOR TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL CODE. PLYWOOD SHALL EXTEND 1 FOOT MINIMUM BEYOND EDGE OF EQUIPMENT. 5 PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS FOLLOWS: 120/208 VOLT PANELBOARDS: 10,000 A.I.0 277/480 VOLT PANELBOARDS: 14,000 A.I.C. VERIFY ACTUAL A.I.0 SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD OR UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT. ALL LUG CONNECTIONS TO BE 75 DEG C RATED. 6 MANUFACTURER SHALL BE GENERAL ELECTRIC. M. LIGHTING FIXTURES AND LAMPS 1 THIS CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS. LIGHTING FIXTURES AND LAMPS ARE SUPPLIED BY THE OWNER, UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON— WORKING LAMPS PRIOR TO MERCHANDISE DATE AND IS TO INCLUDE COST IN BID. 2 ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. 3 WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L LISTED, C.B.M CERTIFIED, AND E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH "THE ENERGY POLICY ACT OF 1992" AND ITS AMENDMENTS AS A MINIMUM. 4 THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY — IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL CODE OFFICIALS. FIXTURES TO FIT TIGHT AGAINST CEILING CONSTRUCTION TO ELIMINATE LIGHT LEAKS. 5 FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. 6 THIS CONTRACTOR SHALL FURNISH AND INSTALL SPLAY WIRING (GUY WIRING) AND SEISMIC BRACING FOR ALL FIXTURES AND EQUIPMENT AS REQUIRED BY STATE AND LOCAL CODES. 7 WALL— MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. 8 SURFACE AND STEM MOUNTED FIXTURES TO BE HUNG FROM BOXES SECURELY FIXED TO THE STRUCTURE. USE CANOPY TO COVER MOUNTING HARDWARE. N. LIGHTING CONTROLS 0. TELEPHONE DATA AND COMPUTER WIRING 1 FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. 2 OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3 CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 4 ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. 5 NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. P. TESTS AND ADJUSTMENTS 1 ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY THE G.C.'S CONSTRUCTION MANAGER. 2 UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3 ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. 4 TEST AND MAKE CORRECTIONS /ADJUSTMENTS FOR PHASE BALANCING. 5 THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP— DOWN TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MAXIMUM BY ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. PROVIDE FINAL BALANCE REPORT TO THE G.C. CONSTRUCTION MANAGER AT TIME OF PUNCH —OUT. Q. CLEANING 1 AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF THE G.C. ALL DUST, DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. END OF SECTION 16050 POWERSTRUT SPECIFICATION PART 1 — GENERAL 1.01 SCOPE OF WORK 2.03 A. PROVIDE ALL POWERSTRUT METAL FRAMING MATERIAL, FITTING AND SPECIFIED, RELATED ACCESSORIES (STRUT SYSTEM) AS INDICATED ON THE CONTRACT DRAWINGS. B. PROVIDE ALL LABOR, SUPERVISION, ENGINEERING AND FABRICATION REQUIRED FOR INSTALLATION OF THE STRUT SYSTEM IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND AS SPECIFIED HEREIN. C. RELATED WORK SPECIFIED ELSEWHERE. 1.02 QUALITY ASSURANCE A. MANUFACTURER'S QUALIFICATIONS 1. THE MANUFACTURER SHALL NOT HAVE HAD LESS THAN 10 YEARS EXPERIENCE IN MANUFACTURING STRUT SYSTEMS. 1.03 SUBMITTALS A. 1.05 GUARANTEE C. FINISHES 2. THE MANUFACTURE MUST CERTIFY IN WRITING ALL COMPONENTS SUPPLIED HAVE BEEN PRODUCED IN ACCORDANCE WITH AN ESTABLISHED QUALITY ASSURANCE PROGRAM. B. INSTALLER'S QUALIFICATIONS INSTALLER MUST BE POWERSTRUT /UNISTRUT /B— LINE /SUPERSTRUT/ VERSABAR REPRESENTATIVE /INSTALLER WITH NOT LESS THAN 5 YEARS EXPERIENCE IN THE INSTALLATION OF STRUT SYSTEMS. 2. ALL STRUT SYSTEM COMPONENTS MUST BE SUPPLIED BY A SINGLE MANUFACTURER. C. STANDARDS 1. WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: c. FEDERAL CODES, INCLUDING, BUT NOT LIMITED TO NATIONAL ELECTRICAL CODE, NFPA 70, ARTICLE 352, SURFACE METAL RACEWAYS AND SURFACE NONMETALLIC RACEWAYS b. STATE CODES c. LOCAL CODES d. e. f, AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD— FORMED STEEL STRUCTURAL MEMBERS 1996 EDITION AMERICAN SOCIETY FOR TESTING AND MATERIALS UNDERWRITER'S LABORATORIES (UL) CLASSIFICATION 5B STRUCTURAL CALCULATIONS AND SHOP DRAWINGS 1. SUBMIT STRUCTURAL CALCULATIONS FOR APPROVAL BY THE PROJECT ENGINEER. CALCULATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: a. DESCRIPTION OF DESIGN CRITERIA. b. STRESS AND DEFLECTION ANALYSIS. c. SELECTION OF POWERSTRUT FRAMING MEMBERS, FITTING AND ACCESSORIES. d. SEISMIC BRACING. 2. SUBMIT ALL SHOP /ASSEMBLY DRAWINGS NECESSARY TO COMPLETELY INSTALL THE STRUT SYSTEM IN COMPLIANCE WITH THE CONTRACT DRAWINGS. 3. SUBMIT ALL PERTINENT MANUFACTURER'S PUBLISHED DATA. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. ALL MATERIAL IS TO BE DELIVERED TO THE WORK SITE IN ORIGINAL FACTORY PACKAGING TO AVOID DAMAGE TO THE FINISH. B. UPON DELIVERY TO THE WORK SITE, ALL COMPONENTS SHALL BE PROTECTED FROM THE ELEMENTS BY A SHELTER OR OTHER COVERING. A. SEPARATE GUARANTEES SHALL BE ISSUED FROM THE ERECTOR AND MANUFACTURER, VALID FOR A PERIOD OF 1 CALENDAR YEAR, AGAINST ANY DEFECTS THAT MAY ARISE FROM THE INSTALLATION OR MANUFACTURE OF THE STRUT SYSTEM COMPONENTS. PART 2 — PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. POWERSTRUT, B —LINE, VERSABAR OR UNISTRUT. 2.02 MATERIALS A. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, A 36 OR A 635. B. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 575, A 576, A 36 OR A 635. CHANNEL MEMBERS AND FITTINGS ARE BASED ON "POWERSTRUT ". FOR OTHER MANUFACTURERS, USE PARTS THAT ARE EQUIVALENT TO THOSE LISTED. PART NO. / DESCRIPTION / FINISH PS 200 KO6 / KNOCKOUT RACEWAY / ELECTRO— GALVANIZED (EG) PS 655 / RACEWAY END CAP / EG PS 707 / RACEWAY CLOSURE STRIP / PAINTED GREEN (P) PS 2560 / 1/2" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE PS 2561 / 3/4" CONDUIT CONNECTOR FITTING STANDARD / NO FINISH CHOICE PS 2632 / SWING GATE CHANNEL HANGER / EG PS 2639 / DUPLEX OUTLET BOX STANDARD / NO FINISH CHOICE PS 2800 / INSIDE STRUT JOINER / CAST ALUMINUM PS 2801 / "T" INSIDE STRUT JOINER / CAST ALUMINUM PS 2802 / "ELBOW" INSIDE STRUT JOINER / CAST ALUMINUM PS 2803 / "CROSS" INSIDE STRUT JOINER / CAST ALUMINUM A. STRUT SYSTEM COMPONENTS SHALL BE FINISHED IN ACCORDANCE WITH ONE OF THE FOLLOWING STANDARDS OR WHERE MENTIONED ABOVE IN 2.02.D: 1. ELECTRO— GALVANIZED ELECTROLYTIC ALLY ZINC COATED PER ASTM B 633 TYPE III SC 1 3.03 CLEAN A. U W S 3.04 PROTE FIRE ALARM PART 1 — 1. Fl EXECUTION ATI O N HE INSTALLER SHALL INSPECT THE WORK PRIOR TO INSTALLATION. IF WORK REA CONDITIONS ARE UNSATISFACTORY, INSTALLATION SHALL NOT PROCEED NTIL SATISFACTORY CORRECTIONS ARE COMPLETED. LATION STALLATION SHALL BE ACCOMPLISHED BY A FULLY TRAINED ANUFACTURER— AUTHORIZED INSTALLER. ET STRUT SYSTEM COMPONENTS INTO FINAL POSITION TRUE TO LINE, LEVEL ND PLUMB, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. NCHOR MATERIAL FIRMLY IN PLACE. TIGHTEN ALL CONNECTIONS TO HEIR RECOMMENDED TORQUES. UP PON COMPLETION OF THIS SECTION OF WORK, REMOVE ALL PROTECTIVE RAPS AND DEBRIS. REPAIR ANY DAMAGE DUE TO INSTALLATION OF THIS ECTION OF WORK. CTI O N URING INSTALLATION, IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER 0 PROTECT THIS WORK FROM DAMAGE. PON COMPLETIONS OF THIS SCOPE OF WORK, IT SHALL BECOME THE ESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT THIS WORK FROM AMAGE DURING THE REMAINDER OF CONSTRUCTION ON THE PROJECT UNTIL UBSTANTIAL COMPLETION. PANEL SPECIFICATION GENERAL RE PANEL AND COMMUNICATOR PURCHASED MUST BE NON— PROPRIETARY ACCEPTABLE MODELS: i. SILENT KNIGHT 5204 OR 5207 (NOT ALLOWED IN NEW YORK CITY) ii. ADEMCO 100 iii. FIRELITE 9200 SERIES ANEL MUST BE SEPARATE FROM BURGLAR PANEL. RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 4Y f XP'iRES et! REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/09/08 SCALE: NONE DRAWN BY: DMC A &E JOB NO.: 01.7366.150 SHEET TITLE: ELECTRICAL SPECIFICATIONS i HEET NUMBER: 5 -1 PART 3 — 3.01 EXAMIN A. A U 3.02 INSTAL A. IN M B. S A C. A T A. D T B. U R D S 2. P a. RESPONSIBILITY MATRIX LEGEND SYMBOL STOREFRONT EXTRUSION L 0 FACTORY FINISHED \� EXISTING CONCEALED HEAD TO REMAIN L = LANDLORD 0 = OWNER (GAP INC.) (FURNISHED BY COMMENTS e — ITEM 1�� IC F GC= GENERAL CONTRACTOR \\ INSTALLED BY 0 RESPONSIBILITY MATRIX \ SPRINKLER MAIN TO LEASE SPACE L L SPRINKLER BRANCHES AND LATERAL GRID PIPING L L BACK -FLOW PREVENTOR AND FLOW DETECTOR L L 11 BRONZE UPRIGHT HEADS IN OPEN OR EXPOSED CEILING AREAS L L REMARKS: NOTE: THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER AND / OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION REMARKS • NEW CONCEALED HEAD \� EXISTING CONCEALED HEAD TO REMAIN 0120082009M40.dwg 04 -17 -08 15:52 Paul.Eager DRAWING SCHEDULE NUMBER M4 -0 TITLE FIRE SPRINKLER PLAN STOC \ 200 .............................. ............................... ) A ( ' •' • • • • • g 13 0 >� D Er U WI MI NI 1•11 III m 0 0 O TT■ 1 O 0 0 0 0 O 0 SPRINKLER CODED NOTES SPRINKLER GENERAL NOTES .............................. ........................... rr 1 ❑ c a O O S 1. THE ABBREVIATION GC, WHEREEVER IT APPEARS IN THESE MECHANICAL AND ELECTRICAL DRAWINGS, SHALL REFER TO THE GENERAL CONTRACTOR. 5. LOCATE SPRINKLER MAIN AND RELATED SHUT OFF VALVES IN AN ACCESSIBLE LOCATION WITHIN THE STOCKROOM. •1• •I I• • fed INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS REQUIRED BY NFPA 13. COORDINATE INSTALLATION OF HEADS WITH HVAC CONTRACTOR AND G.C. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. FIRE PROTECTION PLANS, SPRINKLER DRAWINGS, MUST BE ENGINEERED AND WET SIGNED BY A LANDLORD APPROVED, LICENSED REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. FINAL INSTALLATION MUST COMPLY WITH NFPA 13 AND STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. 4. SPRINKLER HEAD LAYOUT IS A SUGGESTED LAYOUT. COORDINATE SPRINKLER HEAD LAYOUT AND PIPE ROUTING WITH ARCHITECTURAL PLANS, STRUCTURAL PLANS, HVAC CONTRACTOR, ELECTRICAL CONTRACTOR AND THE G.C. THIS CONTRACTOR SHALL INCLUDE IN THE BID AND BE RESPONSIBLE FOR EXACT QUANTITY OF SPRINKLER HEADS REQUIRED FOR COVERAGE AND FINAL APPROVAL. 5 O m •,• • •I• • I • • I € '..r. • .. i r . 1 rr a fl \� t7 O 0 0 Q ❑ ❑ U 0 m 8 0 0 0 O O - • 1 P. EB j0 0 •e• 0 0 O • 4 a a a 9 a a a a a • a a a a a a \ a a a a a a a a FIRE SPRINKLER PLAN 1/8" = 1' -0" SPRINKLER SUBMITTAL REQUIREMENTS THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. a OA, l ed •,• a fl b O° 0 CI C 0 - 3 •1• I� d •1• ......... :.� it I• • . I: m 10- I• a d a \ \ C7 e • 1• ied • 1• • • 200 81 RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 E Fs�FiF sift z G �r j REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 ■ STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/ SCALE: 1/8" = 1' -0" DRAWN BY: PE A &E JOB NO.: 01.7366.150 SHEET TITLE: FIRE SPRINKLER PLAN SHEET NUMBER: 7I e i 1�� IC F \\ 0 \ 0 IT 11 a 0 D a D .� 0 Q 0 \\ 0120082009M40.dwg 04 -17 -08 15:52 Paul.Eager DRAWING SCHEDULE NUMBER M4 -0 TITLE FIRE SPRINKLER PLAN STOC \ 200 .............................. ............................... ) A ( ' •' • • • • • g 13 0 >� D Er U WI MI NI 1•11 III m 0 0 O TT■ 1 O 0 0 0 0 O 0 SPRINKLER CODED NOTES SPRINKLER GENERAL NOTES .............................. ........................... rr 1 ❑ c a O O S 1. THE ABBREVIATION GC, WHEREEVER IT APPEARS IN THESE MECHANICAL AND ELECTRICAL DRAWINGS, SHALL REFER TO THE GENERAL CONTRACTOR. 5. LOCATE SPRINKLER MAIN AND RELATED SHUT OFF VALVES IN AN ACCESSIBLE LOCATION WITHIN THE STOCKROOM. •1• •I I• • fed INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS REQUIRED BY NFPA 13. COORDINATE INSTALLATION OF HEADS WITH HVAC CONTRACTOR AND G.C. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. FIRE PROTECTION PLANS, SPRINKLER DRAWINGS, MUST BE ENGINEERED AND WET SIGNED BY A LANDLORD APPROVED, LICENSED REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. FINAL INSTALLATION MUST COMPLY WITH NFPA 13 AND STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. 4. SPRINKLER HEAD LAYOUT IS A SUGGESTED LAYOUT. COORDINATE SPRINKLER HEAD LAYOUT AND PIPE ROUTING WITH ARCHITECTURAL PLANS, STRUCTURAL PLANS, HVAC CONTRACTOR, ELECTRICAL CONTRACTOR AND THE G.C. THIS CONTRACTOR SHALL INCLUDE IN THE BID AND BE RESPONSIBLE FOR EXACT QUANTITY OF SPRINKLER HEADS REQUIRED FOR COVERAGE AND FINAL APPROVAL. 5 O m •,• • •I• • I • • I € '..r. • .. i r . 1 rr a fl \� t7 O 0 0 Q ❑ ❑ U 0 m 8 0 0 0 O O - • 1 P. EB j0 0 •e• 0 0 O • 4 a a a 9 a a a a a • a a a a a a \ a a a a a a a a FIRE SPRINKLER PLAN 1/8" = 1' -0" SPRINKLER SUBMITTAL REQUIREMENTS THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. a OA, l ed •,• a fl b O° 0 CI C 0 - 3 •1• I� d •1• ......... :.� it I• • . I: m 10- I• a d a \ \ C7 e • 1• ied • 1• • • 200 81 RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 E Fs�FiF sift z G �r j REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 ■ STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/ SCALE: 1/8" = 1' -0" DRAWN BY: PE A &E JOB NO.: 01.7366.150 SHEET TITLE: FIRE SPRINKLER PLAN SHEET NUMBER: 7I IC 0 0 rL D a 0120082009M40.dwg 04 -17 -08 15:52 Paul.Eager DRAWING SCHEDULE NUMBER M4 -0 TITLE FIRE SPRINKLER PLAN STOC \ 200 .............................. ............................... ) A ( ' •' • • • • • g 13 0 >� D Er U WI MI NI 1•11 III m 0 0 O TT■ 1 O 0 0 0 0 O 0 SPRINKLER CODED NOTES SPRINKLER GENERAL NOTES .............................. ........................... rr 1 ❑ c a O O S 1. THE ABBREVIATION GC, WHEREEVER IT APPEARS IN THESE MECHANICAL AND ELECTRICAL DRAWINGS, SHALL REFER TO THE GENERAL CONTRACTOR. 5. LOCATE SPRINKLER MAIN AND RELATED SHUT OFF VALVES IN AN ACCESSIBLE LOCATION WITHIN THE STOCKROOM. •1• •I I• • fed INSTALL SPRINKLER HEADS ABOVE AND BELOW DUCTWORK AS REQUIRED BY NFPA 13. COORDINATE INSTALLATION OF HEADS WITH HVAC CONTRACTOR AND G.C. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. FIRE PROTECTION PLANS, SPRINKLER DRAWINGS, MUST BE ENGINEERED AND WET SIGNED BY A LANDLORD APPROVED, LICENSED REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. FINAL INSTALLATION MUST COMPLY WITH NFPA 13 AND STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. 4. SPRINKLER HEAD LAYOUT IS A SUGGESTED LAYOUT. COORDINATE SPRINKLER HEAD LAYOUT AND PIPE ROUTING WITH ARCHITECTURAL PLANS, STRUCTURAL PLANS, HVAC CONTRACTOR, ELECTRICAL CONTRACTOR AND THE G.C. THIS CONTRACTOR SHALL INCLUDE IN THE BID AND BE RESPONSIBLE FOR EXACT QUANTITY OF SPRINKLER HEADS REQUIRED FOR COVERAGE AND FINAL APPROVAL. 5 O m •,• • •I• • I • • I € '..r. • .. i r . 1 rr a fl \� t7 O 0 0 Q ❑ ❑ U 0 m 8 0 0 0 O O - • 1 P. EB j0 0 •e• 0 0 O • 4 a a a 9 a a a a a • a a a a a a \ a a a a a a a a FIRE SPRINKLER PLAN 1/8" = 1' -0" SPRINKLER SUBMITTAL REQUIREMENTS THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT TO THE G.C. FOR ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. a OA, l ed •,• a fl b O° 0 CI C 0 - 3 •1• I� d •1• ......... :.� it I• • . I: m 10- I• a d a \ \ C7 e • 1• ied • 1• • • 200 81 RECEIVED CITY OF TUKWILA JUN 131008 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com COPYRIGHT 2008 E Fs�FiF sift z G �r j REMODEL: CLASSIC GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 ■ STORE NO.: 1704 STORE NAME: SOUTHCENTER STORE LOCATION: 1048 SOUTHCENTER MALL TU K WI LA, WA 98188 GAP PROJ. I.D.: 0000043668 PROTOTYPE V9 DATE: 03/07/08 OPENING Q2 2008 PROFESSIONAL STAMP: ARCHITECT INFO: GENSLER 2 HARRISON ST. SUITE 400 SAN FRANCISCO, CA 94105 ISSUE TYPE: LANDLORD /PERMIT /BID SET 06/ SCALE: 1/8" = 1' -0" DRAWN BY: PE A &E JOB NO.: 01.7366.150 SHEET TITLE: FIRE SPRINKLER PLAN SHEET NUMBER: