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HomeMy WebLinkAboutPermit D07-386 - WESTFIELD SOUTHCENTER MALL - SEPHORA - BUILD OUTSEPHORA 616 SOUTHCENTER MALL D07 -386 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -386 Occupant /Tenant: SEPHORA Building Address: 616 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 147 aarl BUILDING 0 CIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City ..)f Tukwila Parcel No.: 6364200010 Address: 616 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SEPHORA Address: 616 SOUTHCENTER MALL , TUKWILA WA 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST, STE 211 , BLOOMINGTON MN 55420 Phone: 800 541 -0821 DEVELOPMENT PERMIT Contractor: Name: SCHEINER COMMERCIAL GROUP Address: 18965 BASE CAMP RD STE Al , MONUMENT CO 80132 Phone: 719 -487 -1600 Contractor License No: SCHEICG958N2 DESCRIPTION OF WORK: BUILD OUT OF TENANT SPACE IN THE NEW MALL EXPANSION AREA doc: IBC-10 /06 * *continued on next page ** Permit Number: D07 -386 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Expiration Date: 08/22/2009 Value of Construction: $220,000.00 Fees Collected: $3,411.39 Type of Fire Protection: SPRINXLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D07 -386 Printed: 03 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City a,.iTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N N Permit Number: D07 -386 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: `l U c3 I hereby certify that I have read and ex • j .e, this permit and know the same to be true and correct. All provisions of law and ordinances overnin this work will be complied . % • �r er s ecified herein or not. g g P ,, I /- P The granting of this permit does _�' give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wo " ild . uthorized to sign and obtain this development permit. Signature: WAA Date: 310 —0 1 9� . - tdeN ) T This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -386 Printed: 03 -10 -2008 Parcel No.: 6364200010 Address: 616 SOUTHCENTER MALL TUICW Suite No: Tenant: SEPHORA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 PERMIT CONDITIONS Permit Number: D07 - 386 Status: ISSUED Applied Date: 10/12/2007 Issue Date: 03/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits D07 -386 Printed: 03 -10 -2008 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 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 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) D07 -386 Printed: 03 -10 -2008 doc: Cond -10/06 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 29: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) 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 nun). 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: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and D07 -386 Printed: 03 -10 -2008 doc: Cond -10/06 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 #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D07 -386 Printed: 03 -10 -2008 I hereby certify that I have read these conditio this work will be complied with, whether sp The granting of this permit does not pr construction or the performance of Signature: Print Name: doc: Cond -10/06 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 Sitle-t <epos-0 and will comply with them as outlined. All provisions of law and ordinances governing d herein or not. uthority to violate or cancel the provision of any other work or local laws regulating Date: 3 1 �— O O D07 -386 Printed: 03 -10 -2008 CITY OF TUKWIL' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.citulovila.wa.us SITE LOCATION Site Address: Egin SOUTI4 CENi•Eit PAIru4wAY Tenant Name: SE.PIr oro. Property Owners Name: 1ti metro GOt2PORATION . 1 r1 L-• 1-1 Plumbing/Gas Permit No. ? ' /-1 Public Works Permit No. ' oi - l ►1 (For office use only) Building Permit No. Mechanical Permit No. 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: 1120 New Tenant: IN Yes ❑..No Mailing Address: 1%01 W I -.SOA RE elgi) S VILE 1100. LOS Ar IGE te5 CA g 007 City State CONTACT PERSON - who do we contact when your permit is ready to be issued TIM SGNEpIV— Day Telephone: 1'800 • S14 t • 0821 Mailing Address: 1120 e • Plt SC• . wire. Zt%. acsothirgetorf , Ma 5S42 City State Zip E -Mail Address: +1m5 Q ekcke..rjo he. 5 .COfh. , Fax Number: CIS-2' $S4 • 49oq Name: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: T_ 8.0 Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: 'T' S A O (at. S16t G (LOV'' State Floor: It Company Name: Mailing Address: .4I1 MOKCG014 M•`M ST'2 eer Shri r1"z rlCL SGO i CA q 410L' State Zip City Contact Person: MGM WiNfer • Day Telephone: -I$s' .3q8 • SSOO E -Mail Address: Fax Number: y ( S • 39q• ss i d ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: M - itea—At L 1 r(EE1 L%rIG Mailing Address: "'ISO & 6GSGOG€ &N() . Contact Person: •iASi 3f4 �►V F'FmAN E -Mail Address: QMpplications\Fonns- Applications On Line 3 -2006 - Permit Apptication.doc Revised: 9 -2006 bh IrCC . wesm tu-c & 1 4308 t State Zip City Day Telephone: 611 • tit?) .2323 Zip Zip Fax Number: 604 4 • $ IS • 7.331 Page I of 6 BUILDING PERMIT INFOR14 ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2015, 000. w Existing Building Valuation: $ Scope of Work (please provide detailed information): f3V 1%..0 QV r OF tZ (P IL ret-oz -1r SPAC N f ri rHe 14E44 IY1i , exPAr sk'.t Arze,A, Will there be new rack storage? ❑ Yes ❑.. 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 ID No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers f Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fomts- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor S'34 ° I S3gq 1 II -Q . r Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOR14 ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2015, 000. w Existing Building Valuation: $ Scope of Work (please provide detailed information): f3V 1%..0 QV r OF tZ (P IL ret-oz -1r SPAC N f ri rHe 14E44 IY1i , exPAr sk'.t Arze,A, Will there be new rack storage? ❑ Yes ❑.. 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 ID No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers f Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fomts- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser ZS' 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / Thermostat ` 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM , l '^� Incinerator — Comm/Ind MECHANICAL PERMIT INFb1MATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: "'r.n.0 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ " ZJ "0 Scope of Work (please provide detailed information): 4 - NC 1,1 VA (6ONEs l Neu 0Vcrlevorsic. 0141:Vso U 4- ccMYrYr4C,5 2 - NEW 6A rfrvoom exwvsr Farts Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....111 Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 2i Sinks ?r Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet i Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent , Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • PLUMBING AND GAS PIPINERNIIT INFORMATION - 206 - 43170 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T•Q•n Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: tv1J Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): h4 SraLlixt1 !r 101' rWO tj(W (tESOLOOni 1 re l. IZIEML L Try -(, - r SAW: , WQ114 (O JaCCAVE flew Fi x L V1 ! 1:304.16.-- Building Use (per Int'1 Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications\Fomis- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Sewer: Page 5 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 AU H RIZED AGENT: Signature: Print Name: 'Tim SGItE 4k Mailing Address: Il'Z0 F• 430 "4 sr. s'ATL. - 211. Date Application Accepted: Date Application Expires: Staff Initials: 6-- I Q:Mpplications\Fotms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh a VOOmt,,.rGt1c.1 netrf SS4 20 City Date: /0f I t j G1 Day Telephone: j • *V • C`(1 8 Z) State Zip Page 6 of 6 ParcelNo.: 6364200010 Permit Number: D07 -386 Address: 616 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 10/12/2007 Applicant: SEPHORA Issue Date: 03/10 /2008 Receipt No.: R08 -01254 Initials: WER User ID: 1655 Payee: CUMMINGS CONTRACTORS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 397 58.00 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 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 04/21/2008 04:09 PM Balance: $0.00 1479 04/22 9710 TOTAL 58.00 doc: Receiot -06 Printed: 04 -21 -2008 Receipt No.: R08 -00664 ACCOUNT ITEM LIST: Description !\/ City of Tukwila Payee: SCHEINERCOMMERCIAL GROUP 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 Parcel No.: 6364200010 Permit Number: D07 -386 Address: 616 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/12/2007 Applicant: SEPHORA Issue Date: Initials: WER Payment Date: 03/10/2008 08:37 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2504 2,069.28 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 2,064.78 4.50 Total: $2,069.28 Payment Amount: $2,069.28 9684 03/10 9710 TOTAL 2597.24 doc: Receiot -06 Printed: 03 -10 -2008 RECEIPT NO: R07 -02245 Initials: JEM User ID: 1165 Payee: ELDER -JONES 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 ID: S000000876 SET NAME: Tmp set/Initialized Activities D07 -386 1,342.11 EL07 -583 123.00 M07 -220 82.49 PG07 -274 39.50 TOTAL: 1,587.10 TRANSACTION LIST: Type Method Description Payment Check 50014 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 10/12/2007 Total Payment: 1,587.10 Amount 1,587.10 1,587.10 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 1,464.10 TOTAL: 1,587.10 Project: Ste'PH Type of Inspection: N. j �Avg Address: 4 / c; mg 1 / Date Called: Special Instructions:: Date Wanted: 7 ZZ_ Requester: Phone No: 7 lcr- 57033Y1) INSFECTION NO. �f 1 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: -Fermi + 4414rp 7 tel 23 I Date:? /y_ /D ! � 'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . r at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Inspector: `Receipt No.: INSPECTION RECORD Retain a copy with permit (Date: b07- 3:9 PERMIT NO it. Project: C Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: tami —7 — (0 -- O a p.m. Requester: Phone Noy _ , -510 - 3 3 LI4 ri $60.00 paid at 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 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: /74_,_ OX �a sock/ f !Inspector: (Date: 7 / 0 / 0 SPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: 'Date: Project: Type of Inspection: Addre s: (, ii� nil A ( l Date Called: Speer Instructions: Date Wanted: S ` Qa P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit 7 3 INSPECTION NO. PERVIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IS Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: 61 ) A viNi —0_ pitr-ge 6 )1,3 - A t (5) ' Z I -m e t 4-17 e fi lAAitA, (Receipt No.: (Date: c. RE QUI E I mo P5 � .00 REINSPECTION E D. Prior to inspection. fee must be id at 6300 Southcente Bl vd. S to 100. Call the schedule reinspection. Project: 5 or4 Type of Inspection: / A ,Q 5rLHNil l e..11� Address: G f7< f/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 2 5 - 3 33 II Yff INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Pro' Type of Inspection: % Address: /o /(o /144/( Date Called: Special Instructions: Date Wanted: / 7- o a i Requerster: Phone No: ,253 - //VP INSPECTION RECORD //�� Retain a copy with permit , ✓73eA INSPECTION NO. P RMIT N CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: , r r/6 6_7 /Ii,;1 1/A ,IPefssc P#71/4 " 7 : .0' ' EINSPECTIO FEE RE UIRE • at 6300 Southcenter Blvdd''. Suit (Receipt No.: rior to inspection. fee must be 00. Call the schedule reinspection. 'Date: Project: SFP / 1 0 1 2 .0 Type of Inspectiop: F2 (IV -6 A dr 1 Ga t te if il4 Da Called: 4- ( ( Special Instructions: Date Wan d: d: l , - l — d ( V p.m. Requester: Phone No aS3 -33Z - « «e INSPECTION RECORD Retain a copy with permit INSPEI ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: t/• Do 7-36 LJ Corrections required prior to approval. h cl -- gfifieve 'Receipt No.: Date rte .00 REINSPE ION FEE R aid at 6300 Southcenter Blvd Suit 00. Call the schedule reinspection. UIRED rior to inspection. fee must be 'Date: Pro � • 7 '���/1I Type oI�pe / / � C� \J Address Gib sc /4fek&e.- /114 Date Called: i/ ,% Special Instructions: Date W nted: — P- D� a.m .m. Requester: Phone No: COMMENTS: i Avii /x( 40,41 s /ra,, - /ors A& rii,g/(lb An-,f/ `d /f/,/7' , 0,� � • 1/07,- �/f4, ir+�" 2 /at /l /Id .--, Or(/ - ,% ,- �.� /qi/ /.v, / 6 ,� / ), 7 - F IR pector: Date: INSPECTION RECORD Retain a copy with permit 7 " 3" IT � . INSP CTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION ¢ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3. 0 Approved per applicable codes. REINSPECTION FEE R[lUIIjED. Prior to inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. pt .No.. IX 1 Corrections required prior to approval. 'Date: Project: • �ec)JAr - FJ Type of Ins ection: /1 /941 i/v 4 Address: (0 /( /14 ( , mgA% Date Called: Special Instructions: ' Date Wane a. Requester: Phone No: -.53 332 -// INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 04 , ZE5let'Ae6rerr4 j ciZW mV) . e04+ PAve9 GUi9 /43 -- Inspector: Dat $5 :.01 EINSPECTION FEE REQ IRED. 'riorto inspection, fee must be 1. t 6300 Southcenter Blvd., S ite 10 Call the schedule reinspection. p (Receipt No.: I Date: (206)431 -360 CO - ENTS: Type of /A/ V v 7 / ) , /n.. _, J/ 4) nil) fiii// Date Called: y sXS 44; / t w 'is "."---7 Date Wanted: ,- C e( � 60/—skc s� 4 . ..2 Lam is ' (2 J -, /iAv .fi /1,7,4' /1Mppei.6 o Agh /� .7 ')i` '5 I''tIis: err). --- A \ Proje c,1 , Type of /A/ V v Addrecs ivrl / Date Called: Special Instructions: Date Wanted: a.m. Requ ster: Phone No: INSPECTION CITY OFfI"UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. Corrections required prior to approval. In . ector ceipt No.: O. 8.00 REINSPECTIO aid at 6300 Southce INSPECTION RECORD Retain a copy with permit FE er Date:, EQUIRED. Prior to inspection, fee must be lvd., Suite 100. Call the schedule reinspection. 'Date: PE MIT NO. Project: 5'40,4 Type of Inspection: I p f b1 _, Address: Date Called: Special Instructions: Date Wanted: 3 ^2 � v5 a.m. P.m. Requester: Phone No: 2 2 ©,37 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 © Approved per applicable codes. 'Inspector: p07-7V PERMIT NO. i (206)431 -3670 El Corrections required prior to approval. COMMENTS: 5/L' f 9 v (G7 4,.„ ro tint fr,Por 134,',. o/c 'Date: $58.00 I ISPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro' t .. epAG Type of Inspection: a/ e Address: 6 sp/i/s(fCnJ /t/ / 714 (/ ate Called: _ Special Instructions: Date Wanted: d _3 - ZQ -+�� 6a!m p.m Requester: Pho a No: s3 - ..'32 -/ i ` 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: k • / in Nb'v ap44/A/A ,9 // 6. kaxheoe (Date 3,- Z0 -06 El $58.0 EINSPECTION FEE RE UIRED. P r to inspection. fee must be pai : t 6300 Southcenter Blvd.. uite 100 Call the schedule reinspection. 'Receipt No.: 'Date: MENTS: ?6,,,-:,,A74...., v i.) -rt I – li le IAA ti .t,. "" r_ 31' Q..eN ` Au OA- t k.. \ c 0 0 en A %to t k 4/ 0. ,o 1 L - asC c -.. ol" k)&,-k‘ Requester: Phone No c2s3 --332 -/i ye INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ['Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit ()I73L PERMIT NO. R (206)431- 0 REINSPECTION FE REQUIRED. Pr r to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. ll the schedule reinspection. 1 ReceiWNo.: 'Date: Type of Ijispectio v Ad ess. AFL 3 _n�>if tli �A D e Called: D� Special Instructions: Date W ted: C — / " ... Q� p.m. Requester: Phone No c2s3 --332 -/i ye INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ['Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit ()I73L PERMIT NO. R (206)431- 0 REINSPECTION FE REQUIRED. Pr r to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. ll the schedule reinspection. 1 ReceiWNo.: 'Date: Pr r Type owe t4 ion:1 iv f..... , � �� �y \ A� dress Alled: Special Instructions: Date Wanted: 3 -' ' / 7 -01g a.m. p.m. Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 1c 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ' 1 nsp INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1 YT *j 'Receipt No.: go d 'k tor: aid at 6300 Southcenter Blvd., Suite 10 $ 8.00 REINSPECTION FEE REQUIRED. P/ or to inspection, fee must be Call the schedule reinspection. 'Date: Dili_ )7— Project: S c Pt+0 2lk Sprinklers: Type of Ins ection: N- Address: 60 (o Se . Suite #: ff c-4— Contact Person: (Mc e t-t rvL Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT W. 98188 206 -575 -4407 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: ! I N a-t, — 0 IL- � t — O ns { ect ct,(Qg ( 5sz Date: (o/Zs I O $$0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 10 Mn? - 7n - F- PERMIT NUMBERS Hrs.. ( T.F.D. Form F.P. 113 Project: s. A Type of Inspection: SP C:iAL. / -k Address: 6 /(p S • C • ph r"- Suite #: Contact Person: M , c A Monitor: Special Instructions: Phone No.: ^7/9 - s - 3310 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER j - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 -38 PERMIT NUMBERS 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: L 'SP �`iJAL ok Inspector: s�y Date: C jai) 'c Hrs.: WI $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1 T.F.D. Form F.P. 113 Project: 5 0402 A Type of Inspection: Fire Alarm: Address: 6 i6 5 e. 414 w Suite #: Contact Person: n ,, N4EL Pre -Fire: Special Instructions: Phone No.: 5 20 - 410 - 93' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Tu kwila, Wa. 98188 206 -575 -4407 COMMENTS: — /Y1 . AV6 Flp p Inspector: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. g),(147/ Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit n Corrections required prior to approval. Date: b7io i 1)09 -386 PERMIT NUMBERS Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 - COMMENTS: Sprinklers: Type of Inspection: P1 -- Monitor: Address: to l Co S , C 14A Suite #: c t, Contact Persop: C 11 AD Vtii; 2/ � s Special Instructions: Phone No.: - Ta - R -T 1 oo q 7.20 ?5; (VI - [ -I Ow 1tt4 A -o i q_- k ` o R 12015 Q 2t , OIL - `D C00 ►2 F AS 13Utlt"5 bF 5 _,1 INtL St. vv, a \►R-tp Ple toff_ `- yt t4A -. Project: s vr .,`, 0 , J Sprinklers: Type of Inspection: P1 -- Monitor: Address: to l Co S , C 14A Suite #: c t, Contact Persop: C 11 AD Vtii; 2/ � s Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: z INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 3W0 tx) - ' 0/5 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 Inspector: 1 Date: if /23 /Oo Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. COMMENTS: Sprinklers: Type of Inspection: Address: G 1 t o , - . . C . Suite #: nv A 1_ (_ Con ct erson: C Special Instructions: Occupancy Type: Phone No.: ltd. s- - 2 .3 6 - 0 OKA,/ `7`b lav-, 2 - rio,.,t fl+ A , -To (d✓' , Z 1Zo- P- A.- to F-'.e h Ps S 4 /e- / I r R PM.:i `f re, vo RA 14 /,,, Kg._ kR A.Le Pt > ...,tulip, . k 5 6u. pQ:er2 ' • T : ,u4L `Iv I • F. IN Project: c , Sprinklers: Type of Inspection: Address: G 1 t o , - . . C . Suite #: nv A 1_ (_ Con ct erson: C Special Instructions: Occupancy Type: Phone No.: ltd. s- - 2 .3 6 - 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER j Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT g-F1 the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 - S - a ( PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Inspector: Date: ' /9 /Og Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Insp ction: /-f .y 020 CoL4 (e.-- Address: P&, S • C . Suite #: H7) e- o r1, Contact, Pe on: C, Special Instructions: Occupancy Type: _ ; e_` - /o /o N 5 � r r 0 I S I. � - 1c/() pv ‹, �.. , s P 1 . � . S� /Zh.i f 1 x v c".tiJ p i s ) ) ` ; • P ! ' r " ., h " ,.- C, tJP .2 -r 2- o AJ { 141-1.c ( j y 2 • 5,,,,,:‘ A L (t S pp..,)7_ Tv .C: Tb 1 7 : D. Project: 5.t Ph o 2-0r. Sprinklers: Type of Insp ction: /-f .y 020 CoL4 (e.-- Address: P&, S • C . Suite #: TV) ru c L_- Contact, Pe on: C, Special Instructions: Occupancy Type: Phone No.: /c< ?3% 8/7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ev a2 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 02 -5 -ocs 1717 - 3 8b PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. Inspector: 6 y Date: 4//3/08 Hrs.: Z- -�J $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 i Project: Se p h o rz A Type of Inspection: P rPe oe(c) -) Address: ,i Suite #: . c . /1/14L c- Contact Person: ck"o Pre -Fire: Special Instructions: Occupancy Type: Phone No.: yes _34 — b a• 17 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: pproved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 095' PERMIT NUMBERS Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. 4( COMMENTS: (,) Q ! c 04/4n Inspector: Date: 7/ //o 8 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Krazan April 28, 2008 Mr. Steve Teran Scheirer Commercial Group, Inc. 18965 Base Camp Road, Suite A -1 Monument, CO 80132 RE: In Process Inspection Report Sephora Store Tukwila, WA Dear Mr. Teran, Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Enclosed are copies of the compressive strength test results regarding the above referenced project. 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. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08053 Break Template Project No. 066 -08053 Cyl. Code 80350 Pour Date 3/28/2008 Report No. 23014 Weather Rainy Jurisdiction City of Tukwila Permit No. D07 -386 Project Sephora Store Engineer Location 616 Southcenter Mall Architect Client Scheiner Commercial Group, Inc. contractor Scheiner Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:00pm 2076 203145 5.8 5 52 35 Placement Area Location 1 -10, B -E Remarks Placed by wheel barrow. Please refer to field report #80467 Inspector Joe Bauduin Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80350 -1 4/4/2008 7 4.014 12.66 51985 4,110 1 MT 80350 -2 4/25/2008 28 4.003 12.58 74275 5,900 1 SS/TN 80350 -3 4/25/2008 28 4.003 12.58 76020 6,040 1 SS/TN 80350 -4 H 1 80350 -5 80350 -6 80350 -7 80350 -7 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 5/12/04 The Mombtlon provided on tMs report Is prepa red for the exclusive use of the Went. This report may not be reproduced In any format without the written pemiissbn of the dart and Krazan & Aseod Reported Batch Data Design Actual Weights Weights Mix No. 07400 07400 Cem.lbs. 550 548 F. Ash lbs. C. agg. lbs.1 1700 1715 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1695 Water lbs. 258 258 Air Ent. (oz) 5.8 5.8 Admixture 33 33 Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Krazan & ASSOCIATES, INC. April 21, 2008 Dear Mr. Teran, Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Steve Teran Scheirer Commercial Group, Inc. 18965 Base Camp Road, Suite A -1 Monument, CO 80132 RE: In Process Inspection Report Sephora Store Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. 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 irettit-160 KA No. 066 -08053 Permit No. D07 -386 RECEIVED APR 3 0 2008 EVE op M'ENT Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08053 Break Template Project No. 066 -08053 Cyl. Code 80350 Pour Date 3/28/2008 Report No. 23014 Weather Rainy Jurisdiction City of Tukwila Permit No. D07 -386 Project Sephora Store Location 616 Southcenter Mall Client Scheiner Commercial Group, Inc. Inspector Joe Bauduin Laboratory Data Engineer Architect Contractor Scheiner Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket# % Air (in.) (F) (F) (pcf) 1:00pm 2076 203145 5.8 5 52 35 Placement Area Location 11 -10, B -E Remarks Placed by wheel barrow. Please refer to field report #80467 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 80350 -2 4/25/2008 28 80350 -3 4/25/2008 28 80350 -4 H 80350 -5 80350 -6 80350 -7 80350 -7 Remarks Results Reviewed By rt/, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Farm 03101 Revision 3 Effective Dote 5/1214 The Information provided on this report is prepared for the exduslve use of the dent. This report may not be reproduced In any format without the written permission of the client end wazan & Asaod: Reported Batch Data Design Actual Weights Weights • Mix No. 07400 07400 Cem.lbs. 550 548 F. Ash lbs. C. agg. lbs.1 1700 1715 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1695 Water lbs. 258 258 Air Ent. (oz) 5.8 5.8 Admixture 33 33 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80350 -1 4/4/2008 7 4.014 12.66 51985 4,110 1 MT 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) &ASSOCIATES, INC. April 21, 2008 KA No. 066 -08053 Permit No. D07 -386 Mr. Steve Teran Scheirer Commercial Group, Inc. 18965 Base Camp Road, Suite A -1 Monument, CO 80132 RE: Special Inspection Sephora Store Tukwila, WA Dear Mr. Teran, 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 March 27 through March 28, 2008. 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 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08053 DFRTemplate =cis Kraz Z & Associates, Inc. DATE: 3- ( s' PROJECT #: O L 1 dgc:) S3 PROJECT (2,, Nt, LOCATION: KRAZAN PROJECT MANAGER: • Tp GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Superintendent /Representative: 1501 Field ReporLdoc CONTRACTOR: S j I\j CfMAVVIR,INS, COf JURISDICTION: �jvk,.t,.,r(\( . PERMIT #: t)0 INSPECTOR: WEATHER: V %I., c'li• r v-Q •i cs kmx. or Fir Q ezx. Aclvve ►nf Eit‘A.I.Interrilorrit: - . vfm.ii iiimummi - lira _: ► k is ► All A ° �. ►l. �. 119"111111313 � ► -•' Ih► ..V1 4 ' Mitaglillirimrlf-t. 1, 6fd . . Mign 1 1 Mid WM/ Mill _ (I t �. lk .4 Me i l l c•pj Equipment/Asset Number(s): To the best of my knowledge, the above'WAI311 19T performed in accordance with the approved plans, specifications, and regulatory requirem s. Techni Serving the Western United States FIELD REPORT NO: ( � r o L TEMP: Revision 1 Effective Date: 5/25/05 a7a11 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: "- $ -0O PROJECT #: 0 ((o C g 053 PROJECT: 5:5-2 +Or)1`S LOCATION: ,-t� ) K w + 14 KRAZAN PROJECT MANAGER 1< E G al■ s i So r i .1 fir. r- r p o Sc_`s t .0 FIELD REPORT NO: 8 0 4 6 CONTRACTOR: •'ChC`t ) E- r JURISDICTION: ■114W 1114, PERMIT #: t) o c3 ti° INSPECTOR: �0-41- %-, WEATHER: ROI b-1■ TEMP: 3 1 D xi s; p ems- rev 04 —1-o Mot S'c'w•2(p )eS 1 S Sanityks r 11 c:,4.3 13 1 9 1 & s., 25 L 10-11 C,,,,s -L a. 1e-ce---k- m%1,cS c1/4).1creA , V - 100 . Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeVe Superintendent /Representative: 1501 Field Reporr.doc TechotaIan: Serving the Western United States Revision 1 Effective Date: 5125/05 RMJ Robinson Meier Juilly & Associates SE PHORA FILE COPY SOUTH CENTER MALL Permit No. Seattle, WA 98118 r: Nea . re; e • StrUCo • : :::troci;:7;? n:3 r. C r . Car: 11 1 . ..; LI 0: kr! r 11 ' r:ow Store r al Calculations )( c c front for tion Page 1 Project Description Building I.,oads Built-up Box Beams Lateral Analysi Built-up Box Columns Diagonal Seismic Desikn Data 103 Linden Avenue So. San Francisco, CA 94080 (650) 871•2282 FAX (650) 871.2459 www.rmjse.com . 2 3-8 9-10 11-12 13-14 15 October 3, 2007 RMJ Job#07157 Prepared for: TSAO Design Group REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2001 f Tukwila nIVISION _ Structural Engineers Principals Peter Robinson, S.E. Jayson E. Haines, SE. RECEIVED CITY OF TUKWIL4 OCT 12 20071 RMJ Sephora South Center Mall, Seattle, WA RMJ Job# 07157 Project Description: Sheet 1 This project involves providing support for an interior mall storefront for the Sephora store at the above referenced location. Built -up box beams, transom beam, and columns provide gravity support at the entry and displays. Full height columns provide lateral support against in -plane loads. RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Interior Storefront Soffit Loads Framing Live Loads Total Load 5/8" Gypboard 2.7psf x 3.4' Horiz. 362S162-33 DIAG. @ 16" o.c. Vert. 3625162 -33 [NAG. @ 16" o.c. Diag. 362S162-33 DIAG: `@ 16" o.c. Built -Up Box Beam Sign Letters & Box Misc. Live Load 20 'pit z 1' -0" Only dead load, 60.0 plf used in determining lateral loads. These loads are loads foot for EACH built - up box beam at Interior storefront. Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: Total Use 10/3/2007 2 10.00 plf 5.00 plf 10.00 plf 3.00 plf 12.00 plf 5.00 plf 10.00 plf 55.0 plf 60.0 plf 20.0 plf 80.0 plf RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Built -up Box Beam at Display Maximum Length= Maximum Moment =w x L /8 Built -Up Section 2 - 800S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 800S162 -54 used in design of box beam l (net) = 11.443 Sephora - Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: Moment of Box Beam Ma 83,168 in - M 83,680 in - Deflection in MME 30,720 in - <Ma 83,168 in - CHECK OK! 5wL 0.4 384E1 16ft 192 in 2,560 ft - lb 30,720 in - L• 240 0.8 in - DEFLECTION OK! (Prop86) (SSMA Catalog) in 10/3/2007 3 Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 8.000 in. (abar) = 7.943 in. (a ) = 7.717 in. Flanges (B' ) = 1.625, 1.625 in. (bbar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (cbar) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Area Gross = 1.339 inA2 Ix Gross = 11.474 inA4 Ix Net = 11.443 inA4 Iy Gross = 2.475 in "4 Iy Net = 2.060 inA4 Bw ro = 0.000 in. _ - 0.7713 inA5 = 3.228 in. Ixx /Iyy Required = 0.000/ 0.000 inA4 Overall Nominal Failure Load = 27,862 lbs. Nominal Y -Axis Moment Capacity = 49,476 in -lbs Nominal Cap. (Web in Tension) = 49,476 in -lbs Iyy Effective at Camp. Yield = 1.058 in "4 Min Nominal X-Ixis Moment Capacity = 138,891 in -lbs In Effective at Comp. Yield = 11.290 inA4 PROP86, Version 5.00 - RMJ 4 ASSOCIATES Punchout = 1.500 in. Spacing = 24.000 in. Type =CONFORMING Thickness = 0.0566 in. hit Web = 136.3 wit Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = (MOSS q -bar -o =0.000 ksi Gamma = 0.000 in. /in. Cmy = 1.000 1LX = 144.00 in. Fy = 50.000 ksi Fya -AXIAL = 50.000 ksi Fora -BEND = 50.000 ksi ELY = 48.00 in. Fu = 65.000 ksi Fu /Fy = 1.300 NIT = 48.00 in. E = 29,500 ksi ILB = 144.00 in. G = 11,300 ksi Ey = 0.000 in. GROSS /NET SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS Area Net = 1.169 inA2 Sx Gross = 2.869 inA3 Sx Net = 2.861 inA3 Sy Gross = 1.523 in "3 Sy Net = 1.268 inA3 J Bf Beta = 6.802062 inA4 = 1.3681 inA5 = 1.000 ALL x ABLE LOADS Overall Allowable Axial Load = 15,479 lbs. Allowable Y -Axis Allowable Cap. Syy Effective at Allowable X -Axis Sxx Effective at Allow. Load Considering Lat. Load (Comp/Tension) = 15,479/ 35,007 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs • Allowable Shear Load on Unreinforced Web = 3,184 lbs. > Actual Shear Load = Allowable End One - Flange Loading Reaction = 1,263 lbs. > Actual End Reaction = Moment Capacity = 29,626 in -lbs OR in Tension) = 29,626 in -lbs Comp. Yield = 0.990 inA3 Min. Moment Capacity = 83,168 in -lbs Camp. Yield = 2.796 inA3 0 lbs. 0 lbs. Ixx for Deflection Determination = 11.474 inA4 - at Current Stress Level in Section of 11,560 psi Iyy for Deflection Determination = 1.058 inA4 at Maximum Stress Level in Section of 50,000 psi j800S162 -54 I Fastener Spacing = 16.00 in. Ex = 0.000 in. Rx Gross = 2.927 in. x -bar = 1.625 in. Rx Net = 3.128 in. Ry Gross = 1.360 in. y -bar = 4.000 in. Ry Net = 1.327 in. xo = 0.000 in. Cw = 2.9258 inA6 111 = 1.0353 inA5 j = 0.3297 in. Lateral Loads (8 /Y) = 0.00/ 0.00 psf Printed On 10 -03 -2007 at 09:10:51 -=‘ (BOXED Configuration) Omega = 1.80 Omega = 1.67 Omega = 1.67 Page 1 of 1 Section Properties 8005137 -33' 0.0346 8003137.43 0.0451 8005137 -54 0.0566 8003137.68 0.0713 8005137.97 0.1017 J1005162-33r1:0346 800S162-43,,, 0.0451 8003162-54 ; 0 .0566 8005162 -68 : 02713 800$102 8005200.33' 0.0346 8005200.43 0.0451 8005200 -54 0.0566 8003200.68 0.0713 8003200.97 0.1017 80033 flti45!" 80032,50.64 ; .0.0566 6005250.68 : 00713 800525047 0:1017 10003162.43' 0.0451 10005162.54 0.0566 10005162-68 0.0713 1000S162 -97 0.1017 10003200-42'` 6:0451 - 10003200-5i4 0 .0566 1000520068 s 0.0713 1000520017 01017 10003250.43' 0.0451 1000325054 0.0566 10005250-68 0.0713 10005250-97 0.1017 1200S162.54 ; 00566 12008162-66 0.0713 1200516297 : "0.1017 12005200.54' 0.0566 12005200.68 0.0713 12003200-97 0.1017 12003250.64' 0.0565 1230525018 0,0713 /2303253-97 01017 ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 8 Structural (S) Stud Section Properties 0.388 1.32 3.198 0.799 2.873 0.073 •0.435 3.198 0.863 13.10 455 4.335 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.134 1.033 20.42 1008 4.000 0.627 2.13 5.110 1.277 2.855 0.112 0.423 5.110 1.277 28.89 2006 4200 0.782 2.66 6303 1.576 2.839 0.134 0.414 6.303 1.575 36.74 4048 4.000 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 53.09 9037 4.000 0413 "1,X1 71581 X3.582.' 0 7 14.96 !155 4.306 1537 1.83 4.633i; 1158 29370.160 -"0.546 4233 'x,958,"2289 1008 "4000 0.670 :128 5.736 1.434 2.927 0.194 ;11539 6736 =1.434 ;31.83 2006 4000 0,836 364 7289 1M:2.911123$ 41.530 .7.089 ;1 ,40.41 4048 4.000 1,169-4,98,5, A308 0.50 .%0..713 .:2 6..56;27. ,8837 -F 000 0.448 1.52 4.096 1.024 3.023 0227 0.712 4.096 0.812 16.04 455 4.410 0.582 1.98 5302 1325 3.018 0.292 0.708 5.302 1293 25.54 1008 4.038 0.726 2.47 6573 1.643 0.357 0.701 "6573. 1.843 35.75 2006 4.000 0.907 3.09 8.140 2.035 2.996 ;0:435. 0.692 8.140 2.035 45.29 4048 4.000 1271 4.32 11.203 2801 2.969 0.576 0.673 11.203 2.801 65.12 9037 4.000 '.¢827 71% 6.015 = . 8.097 :89;3 a'iSi *1913" 2:4:95 "11 6"" 221 ` 1,765 266 7'465 1966 6;0614,0. 7465`, 1,712, 2006;4.134 2.978 ;8;33 9261 2,315 0.077; 0.752 ;0.877 9261 .2.2.10.;. 4048 4.053' 1372. 4.67 12789°'3.197:3.053 1 .009 <0857�12789= 3.190'72.06 '9037; 4.004 0.627 2.13 8.025 1.605 3.577 0.168 0.518 8.025 1,414 27.94 802 5292 0.783 2.66 9.950 1.990 3.565 0204 0.511 9.950 1.990 39.32 1593 5.000 0.978 3.33 12.325 2.465 3.550 0246 0.502 12.325 2.465 5620 3209 5.000 1372 4.67 16.967 3293 3.516 0.320 0.483 16.967 3393 81.43 9037 5.000 0812 ", 2.297'1.085' `x.817 3.676 0.309 0.677 9.085 "'.584" 6123" 802 "1 .3 19 04839; .2.86 ,11276 2.256 2.6861278. .0 .071 - 11278 - 2256 , 4457 1593 '5900 1,050' - 6.52 ".19994 2.7 2.799 .652. 0.400. ",0.662 13.994 2.799 6228 3209 -5.000 4 19.336 . 3867 - 85,92 .9037., .5.040, 0.717 2.44 10203 2.041 3.771 0.531 0.860 10203 1.617 31.95 802 5.508 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.677 2.277 44.99 1593 5.213 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.054 60.34 3209 5.060 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.356 98.40 9037 5.004 0.896 '905 15 4.190 0212 0.486 15.730 2134 46.11 1321 %6.311 1.121 -3.81 19.518 3.253 4.173 0.255 0,477 19.518 3.253 6428 2658`:6.000 1.576. 5.88-48960 4.494.- 4137,0.331 4459 226966;_ 44494;,107. 5 -7614 0.953 324 17.662 2.944 4.306 0.393 0.643 17.652 2.658 52.52 1321 6.281 1.192 4.06 21.947 3.658 4.291 0.479 0.634 21.947 3.658 81.40 2658 6.000 1.677 5.71 30.417 5.069 0.635 0.615 30.417 5.069 117.87 7814 . 6.000 , 1.009 3.43 19.681:;3266 . 4.416 0.693 2:8'23 19581` 2.67952.94 1321' 1263 4.30 24.484 4 081 4.402 0836 ,11313 24.484 1.963 ,7831 2658 -,6.065 1.779 6 34.416'5.669 4.373 1.121 0..7.94 , 34.016'5.658 127.80 ,7314 1.004 0.155 0.948 -0.709 2.991 0.944 0.341 1202 -0.700 2.981 0.945 5110 1249 37.38 2006 4.032 0.670 1.460 -0.691 2.967 0.946 6.303 1.573 54.40 4048 4.003 1.325 1.762 -0.680 2.948 0.947 6.597 2.149 7822 11124 4.000 3.767 2.295 -0.658 2.908 0949 .t- >,r, x i '0.165 0 1„v15', 1� .1 ' 0 .364 2.056' -0.941 Al 32 1.910 5.736 1.397 1134: 1006. 4.039 0.715 2.509. -0.932 '341 7•,1139 1.757,.5957;`4048 4.013, 1416," 2.047 4 .7..10, 86.1.4 „1112 4030, 4 ,;,444;, 0.179 2.945 -1.306 3.339 0.395 3.763 -1.295 3.359 6.573 1.475 44.15 2006 4.168 0.775 4.612 -1286 3.346 8.140 1.964 6521 4048 4.055 1.537 5.631 -1275 3329 11203 2.801 9683 11124 4.000 4381 7.524 -1253 3292 4:45719 -1 .69 7376 1525.,4566 2095 4323. 0:836 7,769 1, 3626 7 784 8.261 2.003 ,;59.96 4048. 4219 :1858 :9626' -1614 3011 11,785 12.780 9.053 ,102701i124_,_4.073 4331 = 12836 -1 652 3 575 > 9.950 1.712 5126 1593 12.325 2.465 73.80 3209 16.967 3.393 12027 9461 rs- �' 11278 .1.805 .3424 1 13.994 2.744 ' 82.15 3209 19.336 .9.867:133.42 : 9461 12.660 1.879 5626 1593 15.751 2.670 79.94 3209 21.827 4.181 140.63 9461 15.730 2.024 :6080 ,1321 19.518 2.953 .88.41 2658 ;x._4494, ; 15$42:.7814 17.662 2.143 64.17 1321 21.947 3.265 97.75 2658 30.417 5.069 174.89 7814 19.681 ° 2238 ' 24.484 3347 9422 =. 34,018 '$.446 18315 ,7814 0.850 0.851 0.852 0.853 0.855 0.425 3.404 -0.836 3.709 0.949 5322 0.836 4.160 -0.827 3.696 0.950 5.000 1.658 5.060 -0.817 3.677 0.951 5.000 4.731 6.708 -0.795 3.637 0.952 `6.456 8.189' -1162 3.914 0.913 3478 0.896 ,7 ' X1153, ,-0913 5.037 1.779 9291 -1342 3.883 1.913 5..000. 3.082 12.460. 4;128 8448 0815 0.486 10.404 -1.535 4.161 0.864 5.635 0.957 12.805 -1.525 4.148 0.865 5.317 1.899 15.726 -1.514 4.130 0.866 5.082 5.433 21.268 -1.491 4.093 0.867 6.695 0.957 6.293 - 0.744 4.283 , 0.970 6257 1399 7,666 -0734 4.264 0.970 6.000 , .5433_19-187..,0-713, .422 .. A971 6.836 1.017 11.462 -1.047 4.478 0.945 6200 2.020 14.038 -1.036 4.459 0.946 6.000 5.783 18.876 -1.014 4.420 0.947 6.995 1.478 ;19354 -1,395 4204 11.912." 3843 2.141 23.796 -1.364 4686 0.913 6.088 6.194 32260 X1.361 0.914 SSMA RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Built -up Box Beam at Entry Maximum Length= Maximum Moment =w x L Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: Built -Up Section 2 - 800S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 800S162 -54 used in design of box beam l (net) = 11.443 in Moment of Box Beam M 22,782 Deflection M 83,680 in -lb 9ft 108 in 810 ft-lb 9,720 in -lb in -lb (Prop86) MME 9,720 in -lb <M 22,782 in -lb CHECK OK! A = 5wL = 0.01 in 384E1 Aa = 240 0.45 in DEFLECTION OK! (SSMA Catalog) 10/3/2007 6 Copyright (C) - SURE -TIE, INC. - 1992 -98, 111 Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 8.000 in. (abar) = 7.943 in. (a ) = 7.717 in. Flanges (B' ) = 1.625, 1.625 in. (bbar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (cbar) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS Deflection = L/240 Cmx = 1.000 Area Gross = 1.339 inA2 Ix Gross = 11.474 inA4 Ix Net = 11.443 inA4 Iy Gross = 2.475 inA4 Iy Net = 2.060 inA4 Bw ro = 0.000 in. _ - 0.7713 inA5 = 3.228 in. Ixx /Iyy Required = 0.000/ 0.000 inA4 PROP86, Version 5.00 - RMJ i ASSOCIATES Punchout = 1.500 in. Spacing = 24.000 in. Type = CONFORMING Thickness = 0.0566 in. h/t Web = 136.3 wit Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS GROSS / NET 'SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS Area Net = 1.169 inA2 Sx Gross = 2.869 in "3 Sx Net = 2.861 inA3 Sy Gross = 1.523 inA3 Sy Net = 1.268 inA3 J Bf Beta Overall Nominal Failure Load = 27,862 lbs. Nominal Y -Axis Moment Capacity = 49,476 in-lbs Nominal Cap. (Web in Tension) = 49,476 in -lbs Iyy Effective at Camp. Yield = 1.058 inA4 Min. Nominal Y -Axis Moment Capacity = 138,891 in -lbs Ixx Effective at Comp. Yield = 11.290 inA4 Cmy = 1.000 = 6.802062 inA4 = 1.3681 in "5 = 1.000 ELI = 144.00 in. ELY = 48.00 in. /LT = 48.00 in. ILL = 144.00 in. Rx Gross = 2.927 in. Rx Net = 3.128 in. Ry Gross = 1.360 in. Ry Net = 1.327 in. xo = 0.000 in. B1 = 1.0353 inA5 Overall Allowable Aiial Load = 15,479 lbs. 'Allowable Y -Axis Moment Capacity = Allowable Cap. (Web in Tension) = Syy Effective at Camp. Yield = .Allowable X -Axis Moment Capacity = Aix Effective at Camp. Yield = Ixx for Deflection Determination = 11.474 inA4 - at Current Stress Level in Section of 11,560 psi Iyy for Deflection Determination = 1:058 in "4 - at ]laximum Stress Level In Section of 50,000 psi 800S162 -54 Fy = 50.000 ksi Fya -AXIAL = 50.000 ksi Fya -BEND = 50.000 ksi Fu = 65.000 ksi Fu /Fy = 1.300 E = 29,500 ksi G = 11,300 ksi q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 16.00 in. Ey = 0.000 in. Ex = 0.000 in. (BOXED Configuration) x -bar = 1.625 in. y -bar = 4.000 in. Cw = 2.9258 in "6 j = 0.3297 in. ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf 29,626 in -lbs 29,626 in -lbs 0.990 inA3 Min. 83,168 in -lbs 2.796 in "3 Printed On 10 -03 -2007 at 09:56:05 Omega = 1.80 Omega = 1.67 Omega = 1.67 Allow. Load Considering Lat. Load (Camp /Tension) = 15,479/ 35,007 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Allowable Shear Load on Unreinforced Web = *3,184 lbs. > Actual Shear Load = 0 lbs. Allowable End One - Flange Loading Reaction = 1,263 lbs. > Actual End Reaction = 0 lbs. Page 1 of 1 2505137 -33 2505137 -43 2505137.54 2505137.68 1.162 ' /505162.43 , 50St62 - 54 S162-66 �; . t x,. 0.0346 0.0451 0 .0566 0.0713 10348 , "`0223 ;0.1451 " %11.0566 0.0713 - . ,titer 21:13 0.197 0.67 0255 0.87 0.316 1.07 0.390 1.33 £76'° 0289 0.98 0.359 '1,22, 0.443 1.51 W ♦ ' ,- Y ,.R < ` < -.bd _.. sl - 0.203 0.163 1.015 0261 0.208 1.010 0.318 0.255 1.004 0.386 0.309 0.994 "'0 ,1 f.027 0302 6.242 ;1.022 33.370 0,296 ; 4.016 0450 -0.360 11307 ,. .x. °: vi 0.052 0.515 0.067 0.511 0.080 0.504 0.095 0.495 " 1.087 Th 0111 13620: 0.135 20.613 6162 0.605 ` ..: � . • 1 r Li 0.203 0.156 3.09 1040 0.281 0205 4.53 1350 0.318 0255 5.76 1656 0.386 0.309 7.19 2017 G.235"`D.f80 3.56 1044"° 0.302 6240 522 1350 0.370 6.2966.57 1656 '0.450 0.360 '821 2017 s: st 1272 1.260 1250 1250 1274 1253 '4250 1.250 ( .. � , ' ,,. 0.318 0244 822 6.386 0.308 10.65 , , F ' " ' 0370 4.288 8.82 0450 03571210 .r,,, a € . tAt . 2510 1.274 3057 1251 2510 1287 3057 3255 tt 0.079 0.075 0.173 0.094 0.337 0.113 0.661 0.134 11088 3 0196 41102 0903 X219 0 0262 7 -1.170 1.633 0.486 -1.158 1.620 0.489 -1.150 1.608 0.488 -1.142 1.593 0.486 14 . 1±159x 09 '0392 ; X4 3390 1391: x.474 1 385 0389' 3505162 -33 0.0346 0258 0.88 0.508 0.290 1.404 0.098 .0.617 0.508 0279 5.50 1046 1.779 0.103 0273 -1.351 2.044 0.563 3505162.43 0.0451 0.334 1.14 0.654 0.374 1.400 0,125 0.612 0.654 0.372 8.06 1777 1.755 0227 0.345 -1.339 2.031 0.565 3505162 -54 0.0566 0.415 1.41 0.804 0.460 1.392 0.152 0.808 0.804 0.460 1020 2403 1.750 0.804 0.447 1337 3446 1.773 0.443 0.418 -1.331 2.019 0.566 350S162 -68 0.0713 0.515 1.75 ✓ 1 0.079 ..0.985 0.563: 1.383 0.184 0.597 0.985 0.563 12.83 .2959 1.750 0.985 0.557 18.89 4483 1.758 0.872 0.503 -1.321 2.004 0.565 Y 137-03 04346 0.236 064 { 1.424 =0659 0501 4.379 0354 5.02.'1036 1842 4034 6.162 11126 1 2? 684 107.43 41.0451 0.306 904 0616 0840 . 0497 4.616 4434,-728 1777 / 1.826, ;., 0207 `0204 1a 814 067: ; 513754 X0586 0879 129. 0756 417 .411- 0.756 0.417 0.43 2497 1312 0756; -0400 13 .47 2446 1.644 0445 ;0246 -1 6 1 1 _ 7 . . 137-66 .,, 19 71$ 0.4 4.. 1.60 2 ,x 9 :1.0 .O�09..;.4. F .lD . ., $7 3076 1.112 all ,,..17 ., 1 X14, 4,792,g.. �._ 3625162.33 0.0348 0262 0.89 0.551 0.304 1.450 0.099 0.816 0.551 0.292 5.77 1039 1.843 0.105 0.293 -1.335 2.065 0.582 3625162 -43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.389 8.46 1777 1.818 0230 0.371 -1.323 2.052 0.585 362S162 -54 0.0566 0.422 1.44 0.873 0.481 1.438 .0.154 0.604 0.873 0.481 10.69 2497 1.812 0.873 0.468 14.00 3446 1.836 0.451 0.449 -1.314 2.040 0.585 3625182 -68 0.0713 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.590 13.44 3076 1.812 1069 0584 19.80 4661 1.820 0.887 0.540 -1.305 2.024 0.585 ,+. • , r 33 - 0.034€ 0297 1`.01" 0.648 0.358 '0.2;43 0`810'29 10� - '1`;898 " :' '' " 0118; 71 1 1. 0476 - i r 0.0451 4.385 1 0,48C 1.474 0227 0.767 0.836 0.448 :9.85 1777 .1.834 0261' 11358 4.419 .: •. -.. t 1.54 411566 `" 4:479 163 ;, 1.03 " 0568: .:1.467 0277 "- 0.761. 1.030 0.568 ``1226 2437 :1.812 1.030 0.509 15.25 2446 `1.696 0$11 ;0.884 x.750 2407,{1471 7�- -r'-68 `0.0713 • , 0.595 2.02 1.265 :0 .4.458 1265 0.698'1554 30761. 812 ' 1265 .0.673 22.34 4661'1644 1.038': 070 - 1.741,2.353.;0.470` - 0337 0.753 400S137 -33 0.0346 0249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0290 5.74 936 2.031 0.099 0200 -0.987 1.908 0.732 4005137.43 0.0451 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.382 8.43 1777 2.014 0.219 0.253 -0.976 1.897 0.735 4005137.54 0.0566 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.477 10.78 2777 2.000 0.953 0.457 15.40 3446 2.034 0.428 0.305 -0.967 1.884 0.737 4005137 -68 0.0713 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.582 13.58 3429 2.000 1.165 0.581 20.10 5196 2.002 0.842 0.365 -0.956 1.866 0.738 4005162 -33 1A346 ' 0.275 ,0.94; .0.652 . 0.346 , 1.586 0.103 0.811 .0.692 0.332 6.57 936 2.032 .; '" : 0. 110 "0.358 -1.288 2.133 4.605 4005162.43 0.0451 0357 121 ' 0.892 0.446 '1581 0.131 "0.606 1.892 4.443 9.63 1777 2.006 . ; , 0.242 =0,453 -1276 2.121 0.638 4003162-54 0.0566 " 0.443 151' 1.098 0,549 '1574 0.159 0.630 1.098 0.549 12.18 2777 2.000 1.498 0.533 15.96 3444 "2.026 0.473 0.550 1.268 2,1 0.638 400316248 .._0. 0713..0354 .__.1,87._. .0.102.• $.$91• 1.846 0.073.1534.3429 ..,2.009. 1. 346..0.6.66.: 0.9 .1-2 0 4005200.33 0.0346 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.805 0.362 7.16 936 2.091 0.124 0.689 -1.715 2.481 0.522 400S200 -43 0.0451 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0509 10.06 1777 2.023 0.272 0.876 -1.703 2.468 0.524 4005200.54 0.0566 0.500 1.70 1292 0.646 1.608 0287 0.758 1292 0.646 14.06 2777 2.000 1292 0.580 17.36 3446 2.091 0.534 1.068 -1.695 2.456 0.524 4003200.68 0.0713 _..`°! 0.622 2.12 sC fi KVA, r^ k3?; 1589 0.795 1.599 ` z.vhrt 0349 0.750 1.589 _ 0.795 17.68 3429 - ...�. 2.000 '.. 1.589 0.766 25.41 5196 2.035 1.054 1.295 -1.686 2.441 0.523 162-33 , 4.0346 . 0327 1.11 '1,458 ,0.530:, 2' 112 r.. .,...`.. - 0.113 .0.569 14158 -:. "0.512.10.11 670 2.787 ; , :.: .' - 138�`sV -.-. 0.130 °,11704 -1.134 2.468' 0.789 162-43 ., 0.0451 - 0.424 1,44= 1,883 '10,685'. = - 2,107 0.145 .0.584 1.883 .0.681 14.79 148% -2.757 " ''z .: 4.288 1 .094 1.123 34560191 550S162 -54 0.0566 0526 , 7.80r 2324 0245:2.498 0 0577 ;2,324 0.845. "1876 2795 2.750 2.324 0.821'2459 2967 "2182 6.564',1 1.11 2,445 0. 792' 5505162.68 '0.0713 0.657 .'2.24 _ 2661 , 1x040`. 2.086" 0568 2.861 1.0402312 ' 2.861 4.031 %34.945468 2.761 1.114 ':1.314 41.103 2.427 0.793' 6005137 -33 0.0346 0318 1.08 1.582 0.527 2229 0.069 0.464 1582 0.510 1007 612 3.039 0.127 0.493 -0.823 2.421 0.884 600S137 - 43 0.0451 0.413 1.41 2.042 0.681 2223 0.087 0.459 2.042 0.670 14.80 1358 3.018 0.280 0.625 - 0.813 2.411 0.886 6005137.54 0.0566 0.514 1.75 2.518 0.839 2213 0.105 0.452 2.518 0.839 18.98 2708 3.000 2.518 0.809 2723 2708 3.042 0.549 0.757 -0.804 2.398 0.888 8005137.68 0.0713 0.640 2.18 3.094 1.031 2.230 0.125 0.443 3.094 1.031 24.05 4442 3.000 3.094 1.029 35.60 5468 3.002 1.084 0.911 -0.793 2.380 0.889 600513797 0.1017 ''' 0.883 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 3448 7372 3.000 4188 1.396 50.83 11124 3.000 3.066 1.179 -0.770 2.341 0.892 x1 00346 0.344 117 " 1'798 059.0 'x.2$2 "0116 1581 793 4.57711 1 1412 3039 "-, 1.137 1 11394 2 0 ' 4 x. 5' 825- r' 1 0.162 -43 0.0451 , 0.447 152 ; 2.316 2 0:772: 2276 0148 ;0376 '2216 A 767 1668 1356 x3.007 0' 33 082 9••• 162.54 00566 . 11 16263, ,..11.0713 0.556 1.89 "0 ., 2.36 .' 236 0 . 0.953 `2.267 3.525 •'1115: %,2255 11180".! 570 4218 .0.560 2860 0.953 ,2147 2768 ; 3525 1.. 2679 4 3.006 2 " 2.860;, 0.927 2776 525. 1;164 39.46 x.034 0468:4 1 0.594 1..318 1.174,;' 99 ,25TL� .1 161 554; . • 1 .16 :,..1::1017..0 --966 ..3,29 42,Qt...1.5.99 ..2 .; di 2 441. . .w X1,12 . „ 1;, 4 :�..5$.73.,11124 6005200 -33 0.0346 0.379 1.29 2.075 0.692 2.340 0209 0.743 2.059 0.617 1220 612 3.135 0.151 1.577 -1.479 2.866 0.734 600S200.43 0.0451 0.492 1.67 2.683 0.894 2.335 0268 0.739 2.883 0.873 1724 1358 3.028 0.334 2.012 -1.468 2.855 0.736 600S200 -54 0.0566 ..0.613 2.09 3319 1.106 2227 -0.328 0.732 3.319 1.106 24.07 2708 3.000 3.319 1.002 30.01 2708 3.117 0.655 2.461 - 1.459 2.842 0.737 6003200.68 0.0713 0.764 2.60 4.101 1.367 2.318 0.400 0.723 4.101 1.367 30.42 4442 3.000 4.101 1.317 43.71 5468 3.047 1.295 2.997 -1.448 2.826 0.737 6003200.97 t 1.1 47. , 0.1017 0 X1.0067 3.63 1033 7 ,j 3 5.612 1.871 2293 7A /n 0.530 0. '• 3 5.612 1: 1.871 43.49 7337 8� I4ft • 3.000 0 43.!3 5.612 1871 8453 f , ,,^,•, yT � . 3 11124 3.030 '7♦.:"Y9"+. "X' } 3 � 3.679 3.981 0.ii64 337 - 1.4 279911 0.739 � 7GI . 193 :11 ••* 6 . 0.07 13 "0 2.84 `; 4,727 . '1 . 576 378 4888 0.908 4.727 .9522,$0 4442 R�A45 4727. 4019 3488'3 9i 65.07 1'x0254.97 ;0.1017_, 1.169 , 3.98'" 6496. - 2.165- '.2.357 1323 1.889 "$ ,4962.160, 4.496 2.063 281124. 4.090 6786 357 .130 0648 Section Properties Structural (S) Stud Section Properties ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on Page 6. 7 8 RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Lateral Loads on Interior Storefront Seismic loads on storefront shall be based on maximum of: ASCE 7 Section 9.14.5.1, 5 psf OR Seismic load based on ASCE 7 code section 9.6.1.3 In some cases, a conservative load, based on a higher seimic force may be used. Max storefront height = Maximum Wind Pressure= 5 psf per ASCE 7 = 35.0 plf OR Use (0= Use W= 14.0 ft Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: 10/3/2007 9 w= 25.4 plf (See following sheet for determination of seismic loads) 25.4 plf for seismic loads perpendicular to storefront. 25.4 plf for loads loads parallel to storefront. a 1.0 Rp 2.5 Ip 1.0 SDS= 1.0 S 1.48 S 1.48 F8 1.00 z= 1.0 h= 1.0 R1vtJ Sephora 103 Linden Avenue Southcenter Mall South San Francisco, CA 94080 Seattle, WA 98118 (650) 871 -2282 Job No. 07157 Date: 10/3/2007 Fax: 871 -2459 By: MAS Page: I Lateral Force on Elements Fp= (0.4 * ap * SDS) /(Rp/Ip) * ( 1 + * (z/h)) * Wp Fp shall not be less than 0.3S and need not be greater than 1.6S Fp= 0.3 *S *I * Wp Fp= 1.6 *C *I *Wp Fp= Wp Fp= 0.296 W 120 plf 25.4 plf 0.474 W 0.30 W (min) 1.61 W (max) RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: Full Height Built -up Box Columns (resists loads parallel to storefront occur only at exterior entry) Maximum Height= 18 ft 216 in (strong axis) Height of Box Beam= 10.5 ft 126 in (weak axis) P 60 plf x 16 ft/2 Pmaz Storefront Length = Number of Full Height Columns = PMax 480 480 lbs 46 ft 6 V 25.4 plf x 46 ft / 6 195 lbs 10/3/2007 11 V P Mmax 194.5 lbs x 10.5 ft x 7.5 ft / 18 ft = 10,212 in-lbs Use 6 full height columns w/2- 362S162 -54 Studs & 2- 362T150 -33 Tracks Only 2-362S162-54 Properties used in design of box column. See following sheet for PROP 86 print -out. lbs <Pa 3,110 lbs MMax= 10,212 in -lb <Ma 36,856 in -lb Check OK Check OK Copyright (C) - SORE -TIE, INC. - 1992 -98, A11 Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. (abar) = 3.568 in. (a ) = 3.342 in. Flanges (B' ) = 1.625, 1.625 in. (bar) = 1.568, 1.568 in. (b ) = 1.342, 1.342 in. Lip (C' ) = 0.500 in. (cbar) = 0.472 in. (c ) = 0.359 in. Radius OR ) = 0.0849 in. (r ) = 0.1132 in. (u ) = 0.1777 in. WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS Deflection = L /120 Cmx = 1.000 Area Gross = 0.844 ih "2 Ix Gross = 1.746 in "4 Ix Net = 1.714 in "4 Iy Gross = 1.257 in "4 Iy Net = 0.853 in "4 = 0.000 in. Bw = - 0.1353 in "5 ro = 1.886 in. Ixx /Iyy Required = 0.000/ 0.000 in "4 Nominal X -Axis Moment Capacity = 46,162 in -lbs Ixx Effective at Camp. Yield = 1.718 in "4 Allowable Shear Load on Unreinforced Web = Allowable End One - Flange Loading Reaction = PROP86, Version 5.00 - RMJ i ASSOCIATES Punchout = 1.500 in. Spacing = 24.000 in. Type = CONFORMING Thickness = 0.0566 in. b /t.Web = 59.0 wit Flanges = 23.7, 23.7 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. 'GROSS / NET SECTION PROPERTIES' BASED ON 1996 AISI SPECIFICATIONS Area Net = 0.674'in "2 Sx Gross = 0.963 in "3 Sx Net = 0.946 in "3 Sy Gross = 0.774 in "3 Sy Net = 0.525 in "3 J Bf Beta Overall Nominal Failure Load = 7,631 lbs, Nominal Y -Axis Moment Capacity = 25,291 in-lbs Nominal Cap. (Web in Tension) = 25,291 in -lbs Iyy Effective at Comp. Yield = 0.769 in "4 Min. - Cny = 1.000 = 2.285370 in "4 = 0.1900 in "5 = 1.000 ALLOWABLE LOADS Allow. Load Considering Lat. Load (Comp /Tension) = 3,110/ 19,451 lbs. XLX = 216.00 in. KLT = 126.00 in. XLT = 126.00 in. E = 29,500 ksi KLB = .216.00 in. G = 11,300 ksi Ey = 0.000 in. Ex = 0.000 in. Rx Gross = 1.438 in. Rx Net = 1.595 in. Ry Gross = 1.221 in. Ry Net = 1.125 in. Over Allowable Axial Load = 4,240 lbs. Allowable Y -Axis Moment Capacity = 20,192 in -lbs Allowable Cap. (Web in Tension) = 20,192 in -lbs Sly Effective at Comp. Yield = 0.506 in "3 Min. Allowable X -Axis Moment Capacity = 36,856 in -lbs Sxx Effective at Comp. Yield = 0.936 in "3 3,754 lbs. > Actual Shear Load = 0 lbs. 1,503 lbs. > Actual End Reaction = 0 lbs. Iu for Deflection Determination = 1.746 in "4 - at Current Stress Level in Section of 14,289 psi Iyy for Deflection Determination = 0.769 in "4 - at }taxi= Stress Level in Section of 50,000 psi 13628162 -54 Fy = 50.000 ksi Fya -AXIAL = 50.000 ksi Fya -BEND = 50.000 ksi Fu = 65.000 ksi Fu /Fy = 1.300 Fastener Spacing = 12.00 in. Printed On 10 -03 -2007 at 09:13:36 (BOXED Configuration) x -bar = 1.625 in. y -bar = 1.813 in. xo = 0.000 in. Cw = 0.7166 in "6 81 = 0.2005 in "5 j = 0.1015 in. Lateral Loads (X /Y) = 0.00/ 0.00 psf Omega = 1.80 Omega = 1.25 Omega = 1.25 Lat. Load Moments (X /Y) = 10,212/ 0 in -lbs Page 1 of 1 '2. RMJ 103 Linden Avenue South San Francisco, CA 94080 (650) 871 -2282 Fax: 871 -2459 Diagonal Braces Used to resist loads perpendicular to the storefront. Attachment above Height = Bott. Of Diag Brace = P= 25.4 0= 45 Pmaz 143.7 18.0 13.5 plf x 4'- 0 "o.c. degrees lbs ft ft Sephora Southcenter Mall Seattle, WA 98118 Job No. 07157 Date: By: MAS Page: diagonal brace !brace= (roof height -diag. brace bott. height) /sin 0 = 6:4 ft .- 4 = 76.4 in Length of brace based on angle and difference in height between roof and connection to section Use 362S162 -33 BRACE at 4' -0" o.c. Good for 1,360 lbs (See following Prop 86 print -out) Pmax 143.7 <P 1,360 lbs 10/3/2007 13 Attachment Height bott of diag. brace Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. (abar) = 3.590 in. (a ) = 3.431 in. Flanges (B' ) = 1.625, 1.625 in. (boar) = 1.590, 1.590 in. (b ) = 1.431, 1.431 in. Lip (C' ) = 0.500 in. (char) = 0.483 in. (c ) = 0.403 in. Radius (R ) = 0.0625 in. (r ) = 0.0798 in. (u ) = 0.1253 in. WALLBOARD PARAMETERS : Stud Spacing = 24.00 in. DEFLECTION LIMIT /MOMENT COEFFICIENTS : Deflection = L /120 Cma = 1.000 Area Gross = 0.263 inA2 Ix Gross = 0.554 inA4 Ix Net = 0.544 in "4 Iy Gross = 0.100 inA4 Iy Net = 0.082 inA4 m Bw ro = 0.789 in. = - 0.0870 inA5 = 2.050 in. Ixx /Iyy Required = . 0.000/ 0.000 inA4 Overall Nominal Failure Load = Nominal Y -Axis Moment Capacity = Nominal Cap. (Web in Tension) = Iyy Effective at Camp. Yield = Nominal X -Axis Moment Capacity = Ixx Effective at Camp. Yield = Punchout = 1.500 in. Spacing = 24.000 in. Type =CONFORMING Thickness = 0.0346 in. h/t Web = 99.2 wit Flanges = 41.4, .41.4 Bearing Width = 1.500 in. Net /Gross Section Used for Capacity = GROSS q -bar- J Bf Beta = 0.000 ksi Area Net'= 0.211`in "2 Sx Gross = 0.306 inA3 Sx Net = 0.300 inA3 Sy Gross = 0.090 inA3 Sy Net = 0.075 inA3 2,654 is -lbs. 2,835 in -lbs 0.070 inA4 Min 7,273 in -lbs 0.542 inA4 Cmy = 1.000 = 0.000105 inA4 = 0.1188 inA5 = 0.592 Gamma = 0.000 in. /in. GROSS / NET SECTION PROPERTIES BASED ON 1996 AISI SPECIFICATIONS Overall Allowable Axial Load 2,448 lbs. Allowable Y -Axis Moment Capacity = Allowable Cap. (Web in Tension) _ . Syy Effective at Comp. Yield = Allow. Load Considering Lat. Load (Comp /Tension).= 1,360/ 5,560 lbs. Allowable Shear Load on Unreinforced Web = Allowable End One - Flange Loading Reaction = Ixx for Deflection Determination = 0:554 inA4 - Iyy for Deflection Determination = 0.070 i5 "4 - PROP86, Version 5.00 - RMJ i ASSOCIATES ELX = 76.40 in. Fy = 33.000 ksi lye -AXIAL = 33.000 ksi Fya -BEND = 33.000 ksi ELY = 76.40 in. Fu = 45.000 ksi Fu /Fy = 1.364 ELT = 76.40 in. E = 29,500 ksi ELY = 76.40 in. G = 11,300 ksi Ey = 0.000 in. Ex = 0.000 in. Rx Gross = 1.452 in. Rx Net = 1.606 in. Ry Gross = 0.616 in. Ry Net = 0.625 in. xo = -1.309 in. B1 = 0.1279 inA5 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf = 1,360 lbs. Allowable X -Axis Moment Capacity = 5,807 in -lbs ixx Effective at Comp. Yield = 0.295 inA3 562 lbs. > Actual Shear Load = 0 lbs. 221 lbs. > Actual End Reaction = 0 lbs. 2,119 in -lbs 2,264 in -lbs 0.080 in "3 Min. at Current Stress Level in Section of 5,172 psi at Maximum Stress Level in Section of 33,000 psi 1362S162 -33 I Fastener Spacing = 7.00 in. Printed On 10 -03 -2007 at 09:14:55 x -bar = 0.521 in. y -bar = 1.813 in. Cw = 0.3050 inA6 j = 2.1086 in. Omega = 1.80 Omega = 1.25 Omega = 1.25 Lat. Load Moments (X /Y) = 0/ 0 in -lbs 1 Page 1 of 1 Project Info Project Address 633 SOUTHCENTER MALL Date 10/4/2007 SUITE 1120 For Building Department Use TUKWILA, WA 98118 Applicant Name: sephora Applicant Address: 525 MARKET STREET Applicant Phone: SAN FRANCISCO, CA 94105 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ-SUM REVIEWED FOR CODE COMPLIANCE tillgZ.OVE 0\1 3 0 20[11 Of TO:wila rjp clet4 • FILE COPY Permit No. Piar review approvai is sublect to errors and omissions. c' r sr.sicti.ction documents does not auttiorizo viotteiol C. Cr.... dpied CI CV:VP:2. aCCeit:,: t• E..7:7! at: t L. OCT 0 4 2007 Revised July 2007 RECEIVED CITY OF TUKWILA OCT 12 2007 PERtal 1 4.: Project Info Project Address 633 SOUTHCENTER MALL Date 10/4/2007 SUITE 1120 For Building Department Use TUKWILA, WA 98118 Applicant Name: s ephora Applicant Address: 525 MARKET STREET Applicant Phone: SAN FRANCISCO, CA 94105 Project Description ❑ Plans Induded requirements. 4 New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive o 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 Watts per ft " Area in it Allowed x Area Area #1 Retail 1.50 5439.0 8158.5 Area #1 Note 10: FA -1 1.50 5439.0 8158.5 Area #1 WALL SHELF (EXEMPT SECTION 1512.2, NUMBER 3) 66 -- From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 16317.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area #1 FA -1 (TRACK 480watt current limiter) 3 480.0 1440.0 Area #1 FA -1 (TRACK 960watt current limiter) 6 960.0 5760.0 Area #1 WALL SHELF (EXEMPT SECTION 1512.2, NUMBER 3) 66 Area #1 GONDOLA (EXEMPT SECTION 1512.2, NUMBER 3) 26 Area #1 G3 (FLUORESCENT, T5, 2 LAMPS, ELECTRONIC) 1 25.0 25.0 Area #1 FJ (FLUORESCENT, F32T8, 1 LAMP, ELECTRONIC) 62 32.0 1984.0 Area #1 FT (FLUORESCENT, F32T8, 3 LAMPS, ELECTRONIC) 4 64.0 256.0 Area #1 FU (FLUORESCENT, F32T8, 1 LAMP, ELECTRONIC) 21 32.0 672.0 Area #1 WW (METAL HALIDE, 39WATT T6, 1 LAMP, ELECTRONIC) 37 44.0 1628.0 Area #1 FA -1 (TRACK 720watt current limiter) 5 720.0 3600.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 15365.0 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form 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. Use' L LPA (W /sf) U Use' L LPA (W /sf) Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers °Other Qualification Checklist Lighting Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other' and fixture Fixtures: answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elect indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms - U Lightin Power Allowance PA Revised July 2007 e 15- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms - U Lightin Power Allowance PA Revised July 2007 e 15- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Proj Addres: SOUTHCENTER NALL Date 10/4/2007 Area (ft perimeter (If) or # of items SUITE 1120 For Building Department Use TUKWILA, WA 98118 Name: Sephora Appl. Name 525 MARKET STREET Appl. Phone sAN FRANCISCO, CA 94105 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. (Compliance Option O Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) 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. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage o . a . Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 1 0.15 Wift Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W/ft Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 WI& Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) .. LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form LTG -LPA Lighting Power Allowance Adjustments 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Add I 10/4/2007 Address 633 SOUTHCENTER MALL IDate Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 Ig ting, otor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 633 SOUThCENTER MALL 'Date 10/4/2007 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 (yes, no, n.a.) Code Section I Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 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 yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) L � yes I 1514 IMax. watts 'Indicate watts for each exit sign 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) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) yes I 1540 (Transformers (Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form rc f or any question, provide explanation: 2006 Washington State Nonresidential Energ Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined In Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant - sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1613.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior. Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). DesignGroup April 4, 2008 Allen Johannessen City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 MIAMI Tukwila, WA 98188 SAN FRANCISCO Re: Sephora Southcenter 417 Montgomery Street 616 Southcenter Mall 8 Floor Seattle, WA 98188 Permit # D07 -386 San Francisco CA 94104 415.398.5500 p 415.398.5510 f Dear Allen, www.tsaodesign.com We are submitting this revision to our permit for the above project. In addition to this letter, enclosed please find : • Drawing index • Delta& Revision Log • 4 full size sets of revised sheets, stamped/signed drawings with all revisions clouded and identified with Delta 5 Please do not hesitate to contact me should you have any questions. cc: Aimee Spence tX»386 RECEIVED APR 10 2008 PERMIT CENTER SEPHORA SOUTHCENTER - DELTA 5 REVISION 04.04.2008 FP1.0 SPRINKLER PLAN DRAWING INDEX ARCHITECTURAL A5.0 REFLECTED CEILING PLAN A7.3 CEILING AND FLOOR DETAILS FIRE PROTECTION MECHANICAL M1.0 MECHANICAL PLAN M3.0 MECHANICAL SCHEDULES ELECTRICAL E1.0 ELECTRICAL POWER PLAN E2.0 ELECTRICAL LIGHTING PLAN E3.0 ELECTRICAL DETAILS E4.0 LIGHTING AND SYMBOLS LEGEND E5.0 POWER RISER & SCHEDULES 38b RECEIVED APR 102006 PERMIT CENTER ITEM REF. SHEET DESCRIPTION REQUESTED BY 1 A5 • ACT CEILING @ 10'-0" AFF ADDED IN STOCKROOM, ELECTRICAL AREA & CORRIDOR. As A RESULT LIGHTING, SPRINKLER HEAD & SUPPLY/RETURN TYPES & LOCATIONS REVISED. SOFFIT CREATED AT (E) STRUCTURAL ELEMENTS, SEE PLAN & DETAILS. • DOWNLIGHT LIGHT FIXTURE ADDED IN EXIT ALCOVE • CEILING & FIXTURES IN OFFICE REVISED • FLUORESCENT COVE FIXTURE ADDED AT SINGLE WALL LINEAR CLIENT / LANDLORD 2 A7 • BLACK IRON GWB CEILING DETAIL (NOW #18 & RELOCATED ON SHEET), USED • DETAILS #1, 15 & 17 ADDED (GWB SOFFIT TO ACT TRANSITION AT (E) STRUCTURAL ELEMENTS), DETAIL #5 RELOCATED ON SHEET GC/LANDLORD REVISION - Delta 5 Project Name: Sephora Southcenter Project Number: 0744.03 Location: Seattle, WA Date: 04.04.08 Total Pages: 1 From: Mary Wang, AIA DIY7b 36t TSAO DesignGroup Distribution: See Distribution Matrix 417 Montgomery Street Eighth Floor San Francisco, California 94104 Tel: 415.398.5500 Fax: 415.398.5510 ECEIVEU APR 10 2008 PERMIT CENTEF, Item No. Reference Document Comments 1. M1.0 1. Revised back of house per new ACT ceiling. 2. Revised VAV controls to be by tenant per landlord comments. 2. M3.0 1. Revised air device schedule to show type G air device as Titus TMS for use in the back of house. 3 FP1.0 1. Revised sprinkler layout per new ACT ceiling in back of house. 4 E1.0 1. Revised "Low Voltage Wiring Specifications" number 2. 2. Revised coded note #4. 3. Added receptacle for drinking fountain. 4. Added junction boxes in office for VAV thermostats. 5. Revised wall shelving displays per new architectural background.. 5 E2.0 1. Revised back of house light fixtures, per new ACT ceiling. 2. Revised cove lighting per new architectural background. 3. Added occupancy sensor to office. 6 E3.0 1. Revised "Security Counter Detail ". 7 E4.0 1. Revised "Lighting Fixture Schedule ". 8 E5.0 1. Revised panel schedule for panel "A ". 2. Revised `Electrical Load Summary". 3. Revised "LV Relay Panel Diagram ". REVISION NO. # 5 M Retail Engineering, Inc. Project Revision Summary ISSUE DATE: 04.03.08 Project: Dwg. Date: SEPHORA SOUTH CENTER 07.27.07 Store No: Project No: 0712121 r Architectural Changes (A) r Building Department Comments (B) r Landlord Comments (L) r Owner's Changes (OC) r Other (0): Field Conditions. bo1 39 b RECE1VE APR 10 2008 PERMIT CENTEh 03-05 -2008 TIM SCHENK 1120 E 80 ST, STE 211 BLOOMINGTON MN 55420 RE: Permit Application No. D07 -386 616 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/12/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/09/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/09/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Je Pe xc: er Marshall t Technician Permit File No. D07 -386 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 24, 2007 Tim Schenk 1120 E 80 St, Ste 211 Bloomington MN 55420 Sincerely, encl File No. D07 -386 rshall ician City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -386 Sephora — xxx Southcenter Mall, Ste 1120 Steven M. Mullet, Mayor Dear Mr. Schenk, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building 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 question regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. A,m4A4 P:\Pemit Center\Correction Letters\2007\D07 -386 Correction Ur #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 I Building Division Review Memo Date: October 24, 2007 Project Name: Sephora Permit #: D07 -386 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). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. A drinking fountain shall be required. The Fixture Equipment Schedule (page A8.0) shows a drinking fountain (#8), however the drinking fountain is not shown on the plan. Please revise plan to provide for a drinking fountain. (IBC 2903.4.1) 2. Show an 18" vertical grab bar along side of the toilet per ADA code (Sheet A8.1). (2003 ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant cr4, `t • [Date] ' I �7 /03 t ftrtv MAR 0 6 2008 Tukwila Building Division/Permit Center PERM /T CENTER 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for [tenant name], Tukwila Permit No. D o7- 3 75 (o is issued subject to the following condition: Final inspection approval of this permit and approval of s ccupancy for the herein named tenant space will not be issued until the "shell" Building Pe ► it No. D06 -147 ► .t. - eived final inspection approval from the Building Division. // / Title': V P , � — -w Tenant Name: ACTIVITY NUMBER: D07 -386 Response to Correction Letter # DATE: 04 -10 -08 PROJECT NAME: SEPHORA SITE ADDRESS: 616 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Revision # ' � After Permit Issued DEPARTMENTS: 06 sion Pu lic Works n v1A, nth- tf S -D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: 61( kik, 4L at Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: $45 Planning Division ligt ❑ Permit Coordinator DUE DATE: 04-15-08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 05-1 3 -08 Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -386 DATE: 11 -16 -07 PROJECT NAME: SEPHORA SITE ADDRESS: SOUTHCENTER MALL, STE 1120 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: Planning Division Permit Coordinator Approved ❑ Approved with Conditions 14 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: n C DUE DATE: 11-20-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12-18-07 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 386 DATE: 10 -12 -07 PROJECT NAME: SEPHORA Co SITE ADDRESS: X SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: 1a --� ing r'vision �' P.i f 13 i 4 )Vorks { Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERM[T COORD COPY PLAN REVIEW /ROUTING SLIP 0 Fire ihmu Prevention Planning DUsion Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 10 -16-07 Not Applicable ❑ No further Review Required DATE: n DUE DATE: 11-1 3-07 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: VIM W Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: % ' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 4- 10 -08 Summary of Revision: x-121 -0$ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 4- 10 -08 Summary of Revision: x-121 -0$ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INITIALS STAFF INITIALS 4- 10 -08 Summary of Revision: x-121 -0$ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 4- 10 -08 Summary of Revision: x-121 -0$ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 4- 10 -08 Summary of Revision: x-121 -0$ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 4- 10 -08 x-121 -0$ Summary of Revision: � Qc 4u &- 14CovI Ce o t e•t4 40 dock row, - le CA ri tit, I ar 44 cor+Akor I I Received by: /v( 0 v /4, ,ti ew ? r PROJECT NAME: Se p60)"'" SITE ADDRESS: (, 1(p So,Akce,ni.er Jot REVISION LOG PERMIT NO: �O 38(p ORIGINAL ISSUE DATE: 3 -10 -0 ease print ease prim ease pnn ease pnn ease prim 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i f — ct -08 Plan Check/Permit Number: DO 7 - 386 . Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: SEPNoPA Project Address: 616 sOUnACEr i ft PP•a liras( , SfAGE (120 Contact Person: Ti m 5 Phone Number: 1 • Soo • s•1 • o8t Summary of Revision: AN D0 ACcosifriGaL G! ec.tri(t. to sroadt O0 n EllsCra.4, A n n a , t arum 0 0 a . SEE A I t) Lo mat. Fawn Auki rs c • Sheet Number(s): AS • 0 ` Al '3 w FP.( "Cloud" or highlight all areas of revision including date of revision c ?-eAL Received at the City of Tukwila Permit Center by: L A Entered in Permits Plus on " A s [U" V1( \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEVED CI1Y OF11 iiCWll A APR 10 20 'ERM!T cENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 4- •V7 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued '3' 16 2007 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sephora Project Address: Contact Person: 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 xxx Southcenter TIM salErde. Plan Check/Permit Number: D07-386 y °5t 1120 Summary of Revision: FEE[. c.tri can-km*4a, A AOA O Ltn{zis4G- FosrifAtr1 (S '€l1VtCeEO (14 k107. CO atti l a. AS 5 “Our! 661 St-LEG /4.2.0 l Actr.0 s A ,S70 1 /46.0 1 I (A43.1 C EQ 4AT1QriS ! OOi LOr(AL, cart civl4Tta'(4;g- May1003 t,4 Pwinerr t- alto ti%5 ()et, cat`( ca lielts it ri CAL •_k C 1 • _ • Aafe" PacYto lrf 4 16S" i Nig 14 C.. rb(cErAS S1,101-in/ ori suEErs AB.04 -11/49. Pet. r E ei rr's atzvesc t C Ar isfaciz vuus... 1 al Q!c • ct tUe, • L v ,■ _ . •, AS 0 ADO (1 AL i L Mtn/ 1S P ast 1 OCI0V t r't et„Lcrat CAL O/thW1rNICS . Sheet Number(s): A 2.0 A3.0 / *,a s ASA j .0 A%, . "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by Ot t Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Nom Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TLIKW1LA Phone Number: (SOt. SW6062,1 S T t Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher t — i.C'c - Ptfin 2 2 4-, Drinking fountain (each head) 1 .5 1 Z.,, Hose bibb (interior) 2.5 2.5 11 j, r Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 370-- Sink, other (service) 3 1.5 i Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Z lb d Water closet, tank or valve, >1.6 GPF 8 4 4 4 ' Non - Residential %.* Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name Total No. of Fixture Units _ 20 058 (Rev. 1/031 Property Tax ID # (Last, First. Middle Initial) Party to be Billed (if different from owner) Lot # Party's Mailing Address: Block # JT"f 1.42 God l t+i C Subdivision Name Subdiv. # Building Name (if applicable) Property Street Address C33 fO HC r L City, State, ZIP 1 fr-:-W l* tot- 'i $ i B8 Owner's Phone Number ( ) Owner's Mailing Address (if different from above) IiCtr1 Ulll�ll�l7'- OL AV li 1,44 /iW et.. /' 4i- ''I A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units 17.r Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE I 1 34 I RCE long County 114V-14 LL-A- Department of Natural Resources and Parks Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( Demolition of pre - existing building? ❑ Yes )�rvo Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 A B Date Signature of Owner/ Representative RCE Yellow — Local Sewer Aoencv Pink — Sewer Customer C. Total Residential Customer Equiv i (add A & B) IVED CITY OF TO-3VmlA RCE OCT 12 MI PERMIT CENTER ste I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. t'TZ ili %M ad' 1)u- P- Print Name of Owned/ , - x � Representative L .s. License Information License SCHEICG958N2 Licensee Name SCHEINER COMMERCIAL GROUP INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602521371 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 18965 BASE CAMP RD STE Al Address 2 City MONUMENT County OUT OF STATE State CO Zip 80132 Phone 7194871600 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/22/2005 Expiration Date 8/22/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SCHEINER, JOSPEH R PRESIDENT 08/22/2005 SCHEINER, JEFF TREASURER 08/22/2005 SCHEINER, KELLEY L VICE PRESIDENT 08/22/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date WESTERN SURETY Until https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SCHEICG958N2 03/10/2008 F625- 052 -000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. #." EXP. DATE CCO1 SCHEICG958N2 08122/2009 EFFECTIVE DATE 08/22/2005 SCHEINER COMMERCIAL GROUP INC 18965 BASE CAMP RD STE Al MONUMENT CO 80132 . - - - - F625- 052 -000 (8/97) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP.. GC01 SCHEICG958N2 08/22/2009 EFFECTIVE DATE 08/22/2005 SCHEINER COMMERCIAL GROUP INC 18965 BASE CAMP RI) STE Al MONUMENT CO 80132 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold ADJACENT TENANT = SEPHORA = = B 0 COORDINATE LOCATIONS OF LIGHT & HVAC W/ ARCHITECT. 2' -8 3/4" 8' -0" YP. U.O.N. 0 PENDANT MOUNTED TRACK @ 12'-0" PENDANT A.F.F. W/ TRACK MOUNTED LIGHT FIXTURES. SEE ELEC. DWGS & 5/A7.3 D MOUNTED WALL FLUORESCENT COVE LIGHTS GWB SUSPENDED - WASHER @ 12'-0" A.F.F. , BEHIND PERIMTER FIXTURES. CEILING, SEE 9/A7.3 TYP. SEE ELEC. DWGS. SEE ELEC DWGS & 20/A7.4 G.C. TO PROVIDE F.R.T. BLOCKING ABOVE OC KIN G AB O CEILING FINISH AT SUPPLY AIR GRILLE FOR MOUNTING BALANCE CONTROL, TYP. SEE MECHANICAL PLAN ON M1.0 & DETAIL 1 /M2.0 FOR MORE INFORMATION. E.6 E.10 AA SEE M1.0 M NM -10 1/4 r 1! ' FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 ,-, I L ® .1 • i ( l�� ■ - i �//� ( ( �.. �__. n i//iaia//a�//ai �� - a/ min "_�� - ��: i-i ia�/aiia4 A i � I , / . I l / // %r■I 1 I ( ._� 1 ---- �____.. - -. - � - - = ! ,... - - - - _ ___ _ . - . - .__ ___ -__ �� -_.___ _�_ -� _ - -- I■ ■ , � _ __ � I 0-0 AFF ACT -1 1 � • u s w F s San Francisco CaliFornia 415.398.5500 415.398.5510 f www.tsaodesign.com GWB HEADER AT _ I , ..,,,,, ! I I 1 P lk F 1 v 13) CM) I ! . , . , 1 - N 4 • G I , 1r 1 �� � x I ' iI i , I ,..--, 4 - i I j r i I S S - 1 ip 1 > _~ r � ►'' : i i' �� � / i +� I I I 0 ® • ii EQ. p • I i r 1 �! = , o 1 ! I i, ' • T r UNDER .. MALL LIT OUGH ► @ 13' -7" A.F.F. UNDERSIDE OF E () MALL BULKHEAD @15'-0 A.F.F. iu ! • s i I i ' 1 • Mi � � ;u y r II • EQ. • • J \ L.41 �1��� I / L�� 1 ( I ��/� • 1 %%/ % %l� : ;;r \ ' , , r I X_ at m I_ i' ` 5 \ / / / / / / /// 4i t I I:It ' J 1 ! // /.'f/� / / / /�_ G/a /a / ///. - I I � EQ 2 EQ j, • _ I 1 1- -- .._._ • 1 ' I _ -- _: - I Ilik �' r .. COMMON RECE ,i , DOWHT AT ENTRY AS SPECIFIED, 1. n 1 , i rr � ' ringInc E MIME vd 3081 PHONE 614.818.2323 FAX 614.818.2337 ■ 11, 1 _ _l��■ fi r- �. � ri r � 1 T. j ' ) --- l j ' % . AGT 1 I II _�_ ■ imf"I�!!n tall ■l� ;` • Q O • I .= Sunamre o o II I • < ..:�E ■I■ y �� Ii, 104 OFFICE 8'-0 A.F.F. % . ■ L .. \ ' 1 1 I� % e . I -__- 1 v . O r U - -- 1 I ;' I il �� ■ . X I !rl � UNDR � \ p � l % , ii - UIIG = • I 1 i [ 1 1 - � I� i � siaaaa�aa,U SOFFIT @10' -0" A.F.F /air PROVIDE ACCESS PANEL FOR SIGN TRANSFORMER. SEE 14/A7.3. CORRIDO _ �� RMJ Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 Juilly & Associates E . Wrmjsecom Fax T 650 8717282 RMJ Job No.: 07186 I 1 • ,. i• • CV L: j : ' • t ` +r Ilir • o, 1 • _ _ _.__.. / --.. • fro INSTALL • D • o , i o T " - I • I I I I ( . i RIGHT TO STRUCTURAL % / / % %/� / jam, % / //u!'/// I I, I, ( ) . O W / ARCHITECT EQ EQ "' � .. ii BRACE VERIFY HEIGHT / L I�: �. / I r + (N) DOWNLIGHT AT � ' ■■ T i �" I I � ^ ' ' ,:j ALCOVE AS SPECIFIED. O , I 1 ' j ! I/ a �. U - r • 1 ANIMATION RODS ANI BOTH SIDES. O FIRE RATED CEILING "/// / / / / /� / / % /D ® .._ - I ' I I __..____. -._ G. '- MOUNTED. SEE 1 �1 % �, i - is ! I __ • - � 11-1 ■ f �� / 11111 1! LOCATE TROUGH & FRONT LLELTO STOREFRONT TYP., SEE SECTION 5/A6.1 &DETAIL , ■ ! o =M ! M f _' _- - WITH LOCAL CODE. % I , � o, �: . _ I I . r FINISH TO MATCH LL CORRIDOR I c ,,. O O ■ • � / � \ 04 -03 -08 ) �$'p ARCHITECT 0 XnI REVISION REVISION RL RL MW MW • I • • • • • _..___.. ._ __ ■ • _ - -- - -- p ■ NI - // • -__ • HEADER 1 0' -0' F A B TIGHT TO (E) STRUCT COL BRACE j // /O / // / ///O/ ///I/ /o %U P...4 ___ -- _� _..__ _ __. _ _ - I rr r% % r - �- 1 b • % I w - -. L_ .. _ - _- Y- --- / j I / /aaa - / � % / / % % /,:;% j // i a / ii /a/a /i % / . T -1 I �� � � Ell W �! i / % / / / % / / / / / % / / / % % / / %ice / 1 � % - i • • / i a 13/7 .3 0,.. ter ,,,,,, w • / / • _ / / / S i / aaiaa/ a/ aaiiiiiiai /iaiiaimiia/iaiiiiiia/c , aaa/// • r r r r r 7 aaia /f /� miiaaiiiiai/ iaiai/ aa/ iii/ iiii/ iiai// iia fiaiiiiiaii/ a/ aai a.. fii/ � �iaii �iiiiiaiiiiiiia i iaaiiiiiiaii/ aaiiaiiiiiaaiia/ ai be made prior a r / /aura //aaiiiiii rri./rl / /a . �/iim; TX - r/ aaia// iaiiaiii/ iiaa / aaiaiiiiiiiiiiaiaiiiaaia //aaiai/a Aim . . � � �� NM= r �[rTil . • - "IL : _ i. ! CLIENT SERVICE PENDANT FIXTURE. MOUNT A.F.F., FF MOUNT J B X ABOVE CEILING. SEE ELECTRICAL DRAWINGS & DETAIL 17/A7.6 ADJACENT TENANT O ® 0 K PARALLEL O STOREFRONT VIP CODS AppROVeD ty r� /r .,..f. Lit_ //� � _ /r!���/Or_"- m//1,;! //f.L %//f/�� :.:,.._._ / - - -. st._ _..r radii - - ���.. _ _ .. _ % � 1 O l SALES AREA � : - j II ( - 1 'I _ 13' -7" A.F.F. GWB n // ' ` � PAINT P -1 1 �� � .. PER 1,1. - -- _ \ . %%/ %/ / / /%%/� % % % %// _- oEi�ARATE QUi RED FOR' , E`:/ISIONS so � an ges shall ,Mec f Work without hoot VI Elect Tukwila Building lu ' NOTE: Revisions will require and may include additional t�Gas Piping y f OpP, o t ha scoop approv I of Division new plan submittal review fees pa . I Permit ��e Plar review approval is subject A Approval of construction � to errors om •l does not :; ' : s. 1pt f ® � � � � 03 -27 -08 A 03 -19 -08 REVISION RL MW _ the violation of any adopted C or - , 106 HC TOILET 105 HC TOILET Tukwila / \ 03 -14-08 REVISION RL MW 8'-0 A.F.F. GWB 8' -0" A.F.F. GWB City of of approved Field Copy and conditions is a i ded: Y BD���� DIVISION ■ 02 -01 -08 ISSUE FOR BID RL MW Date: 2.i-r ©' I Cit of Tukwila NORTH I eI Imm D . ' S O n 11 -12 -07 CITY COMMENTS RE-SUBMITTAL RL MW 10 -08-07 ISSUE FOR PERMIT RL MW NOTE: ALL DIMENSIONS ARE FROM FACE OF SHEETROCK TO FACE OF SHEETROCK MP 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW L DATE ISSUE DESCRIPTION BY CHECK 18 REFLECTED CEILING PLAN -- - -- - PROJECT LOCATION: SOUTHCENTER MALL NEVI/ STORE bl b SOUTHCENTER MALL S EATTLE, WA 98188 1/4-=1'-0" 1. ALL CEILING HEIGHTS ARE MEASURED FROM TOP OF FINISH FLOOR TO THE UNDERSIDE OF FINISH CEILING AND ARE NOTED IN THE REFLECTED CEILING PLAN. 2. FOR CEILING MATERIAL SPECS, SEE FINISH SCHEDULE SHEET A0.5 3. PROVIDE LATERAL SUPPORT WITH N0.12 GA. WIRES SPLAYED IN 4 DIRECTIONS, SEE SESMIC CEILING DETAILS #5, & #6, SHT. 7.3 4. NO COMBUSTIBLE MATERIALS SHALL BE ALLOWED ABOVE THE FINISHED CEILING. 5. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS WHERE APPLICABLE 6. PROVIDE ACCESS PANELS TO ALL EQUIPMENT, IE: SMOKE DETECTORS, VAV BOXES, SIGN, ETC. 7. ACCESS PANELS IN CEILING FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS TO BE FLUSH FRAMELESS GYP. BD. PANELS. SEE SPEC AND DETAILS REFERENCED ON PLAN. 8. ADJ. SPACING OF FRAMING TO ACCOMODATE LIGHT FIXTURES, SPEAKERS, DIFFUSERS ETC... AS SHOWN. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRACTION FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING OT THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRACTION WITH ALL VARIABLES DEFINED. 1 1. FOR EMERGENCY LIGHTING, SEE ELECTRICAL DWGS. FIX SECURITY CAMERA FURNISHED AND INSTALLED BY OTHERS, ELECTRICIAN TO INSTALL AL CONDUIT AND PULL STRINGS ) ) S1, S2 : DOWNLIGHT 6 " INCANDESCENT DOWNUGHT PTZ SECURITY CAMERA FURNISHED AND INSTALLED N T AND PULL OTHERS, R LCTRICIAN TO NL : NIGHT LIGHT NL -EM : NIGHT LIGHT EQUIPPED WITH BATTERY BACKUP EMERGENCY LIGHT EM : EQUIPPED WITH BATTERY BACKUP EMERGENCY LIGHT EMERGENCY LIGHTING- REFER TO ELECTRICAL DRAWINGS O I NL : NIGHT LIGHT NL -EM SUP. 2'X4' ACOUSTIC TILE CEIUNG SEE DETAIL 10/A7.3 a �q c' .uy: ' s -M .z... >: EM ;EMERGENCY LIGHTING ACCESS PANEL Q GWB EI USi_EDULE FU: FLUORESCENT FIXT, SEE DETAIL 3/A7.3 & DOOR AND HARDWARE 1' -0 "X4'-0 RECESSED LINEAR FLUORESCENT, 120V, 32W AREA: 5,439 SF 2 N SHEET TITLE: REFLECTED CEILING PLAN E :EXIT SIGN WALL MOUNTED, LED LIT, EXIT SIGN WITH BATTERY PACK FU -1 : FLUORESCENT FIXT. 1'-0"X4' -0" SURFACE /CHAIN MOUNTED LINEAR FLUORESCENT W/ WIRE GUARD, HUNG AT 10' -6" A.F.F., 120V, 32W 0 RECESSED EMERGENCY LIGHT FIXTURE WITH BATTERY PACK X6 r. ... •■.• r OO © > I) SUPPLY AIR GRILLE AND RETURN AIR GRILLE ANIMATION RODS SUPPLIED BY OWNER, INSTALLED BY G.C. SHADED AREA INDICATES PLYWOOD BACKING. SEE DEL 4/A7.3 X / PROJECT NO. 0744.03 FA -1 : TRACK LIGHT FIXT. FA - 1(T) TRACK (F) ' PENDANT MOUNTED AT 12'-0 A.F.F., U.O.N., SEE 5/A7.3. • 0 0 CONCEALED HEAD / UPRIGHT SPRINKLER / PENDENT SPRINKLER ON DROP NIPPLE SCALE: 1 G3 : UNDER CABINET FIXT. DATE: 02 -01 -08 P WW : WALL WASH FIXTURE PENDANT MOUNTED AT 12'-0" A.F.F. 0 FG-2 : ENTRY M.H. DOWNLIGHT RECESSED MOUNTED DRAWN BY RL FT :2X4 FLUORESCEN LIGHT FIXTURE 2 x 4' RECESSED FLUORESCENT LENSED TROFFLER O REVIEWED BY: MW I ROOM NUMBER SHEET NO. RECEIVED APR 10 PERMIT CENTER 5 • 0 1m sAl_Es ROOM NA SYMBOL DESCRIPTION NOTES ` ' ii 1 0 A.F.F. GWB CEILING M I , I' CEILING HEIG 9 CEILING NOTES 5 SYMBOLL LEGEND = � . NTS 5 5 4 4 3 2 2 1 1 (E) STRUCTURE UNISTRUT BY G.C. I I ' i B �\ : _ _ _ -- E PH RA S 0 I _ 1M OF (E) STRUCTURE A fI A A (2) 3/8" THREADED RODS WATER RESISTANT GYPSUM ` � BO -J 36" 36" A 7 " � � L BOARD WALL i ' $ ' 8 GA. GALVINIZED� STEEL WIRE TO STRUCTURE ABOVE 1-1/2" METAL CHANNEL AT _ FASTENED TO ST ABOVE BY G.C. PAINT TO MATCH ANIMATION RODS. COVE CAP CAULK ALL CAPS WITH WHITE � � I .: J .. LATEX CAULK ELEVATION - SC: 12' 1 -0" 4' -0" O.C. ON 1 -1/2" METAL STUDS SPACED AT 2-0" O.C., TYP. SCHEDULED WAINSCOT ..: •. � � 0 3" ` ROVIDE 16GA BACKING PLATE & PLYWOOD BLOCKING AS REQUIRED II " _ •. - • z O � o o z z " COVE CAP CAULK ALL CAPS WITH WHITE LATEX CAULK COVE SHEET VINYL FLOORING UP ,. , . , ; ' , . , ', n .. ', _ • • .. , • ' !LAN YP. . - CARRYING CHANNEL 1 CTU = � . "; :: >Y -.UM -- � - ELEV ION =� = - - ..:.. :C -. - - - - - - .......... .. ...... � FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 BOARD AS E UI •� Q .,.. � .. � Imo . S .�. UNISTRUT BY G.C. PAINT TO MATCH ANIMATION RODS. . LYTESPAN RECESSED TRACK AS MANUFACTURED BY LIGHTOLIE \ \� WALL CANT STRIP v - ROVIDE 16GA BACKING TE - SEE PLAN ► AS REQUIRED) _ 0 �� .� �� 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com (SHIM PROVIDE ADDITIONAL RUCTURE ,.. TO i ' S AND SHEET VINYL 1/2" WHITE POWDER COATED N ( ) SOLID BARS � _ FLOORING O � 1 2" S e :. ' BAR ALL ATTACH CHAN AS REQUIRED 5/5" TYPE ' 'GYP. BD. OVER 7/8" METAL FU'' NG AT 24" ON CENTER •• ° -- . U - 00 ° 0 4-- . U • Uo ° o u u . "-� (- 0 PLAN J WHITE PO DERCOAT - �' `- f-' 20 ANIMATION ROD W/ UNI -STRUT SECTION - 1 RECESSED TRACK LIGHTING DE IL 8 SHEET VINYL COVE BASE 4 ANIMATION ROD 3 " =12" - = 12" 6 " =12" = 12" N / FIXTURE // . \ / 0' / . o� / ,� O / •S? � � �- �- - 4. / o �, / �, ., / f.'Z � �, J / �`�� 0 ' o Alok EXISTING METAL STUDS, SEE PLAN FOR NOTE: SEE INTERIOR FOR BASE ELEVATION LOCATION - - METAL STUDS, SEE PLAN FOR FLUSH MOUNTED ACCESS DOOR FRAMING KIN G j L B.O. DECK NOTE: IR`I PARTITION TYPE 5/8" GYP. BD. WALL, SEE PLAN N D PARTITION TYPE 5/8 GYP. BD. WALL, SEE 2'-0" x 2'-0" MIN. SIZE OF PANEL B OC G.C. BUILD -OUT _ 1 3 SEE INTERIOR ELEVATION FOR BASE SIZE, TYPE AND LOCATION. �BY — & ELEVATIONS - -.----,P..0 A l - � M' � Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, 81 430$1 PHONE 614.818.2337 FOLLOW MANUFACTURE DIRECTIONS FOR FRP � BASE INSTALATION 1 PVC TOP MOLDING WHITE -TO MATCH FRP PANELS D.09" FRP PANELS- KEMLITE GLASBOARD -P W /SURFASEAL PLAN � ELEVATIONS C !-- C � I ...-ri II � 1 (E) DECK ABOVE '�(/ STRUCTURAL BFA � iI � � . NI , � _� _ _.. COLOR #85 WHITE, OR EQ BY 3 .. 3 a MARLI ER , ADHERE MANUFACTURE FRP TO WALL & FASTEN TO WALL W /EYELETS @ O.C. " GUIDELINES 4" RUBBER BASE BY ROPPE 700 ¢ > o '— w "' w N \ Y `: . : � :� : ' -- � 20 GAGE ALUMINUM CLADING, BLACK ANODIZED II I ' 1 /2'THK. PLYWOOD SECURE YP. BD. CEILING ACCESS PANEL FRAME 3" WIDE, TAPE AND FILL AS PER FINISH FLUSH MOUNT W/ CONCEALED BY G.C. SCHEDULE TYPE HARDWARE, AS PER STD. LANDLORDS SPECIFICATIONS STD. E EAD SCREW FASTENERS A7.3 `L� O r / / � '.. � (E) ALUMINUM BASE ray structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 &Associates Tel: 650.8712282 Fax 650 "8712459 RMJ Job No. 07186 � r 3-5/8" MTL STUD TIGHT TO (E) STRUCTURE, W/ o - SERIES "BLACK "# 100, SCARIFY � FRP SURFACE PRIOR BASE INST. "SEPHORA" I W/ (2) # 10 @ 32' O.C. ( SCHEDULED FLOOR � 5/8" GWB. TO DECK ON ACT SIDE A.C.T. CEILING AS SCHEDULED, SEE RCP & DETAIL 10/A7 INTEX FORMS INC. GLASSFIBER REINFORCED GYPSUM (GFRG) FLUSH ACCESS PANEL STANDARD PANEL IS PUSH OUT TYPE. ROUGH OPENING DIMENSIONS ARE AN ADDITIONAL 6" ADDED TO THE OPENING SIZE. FLAME SPREAD (ASTM E84 -8D) 0 SMOKE INDEX (ASTM E84-80) 0 COMBUSTION (ASTM E84 -80) 0 CLASS A NON -RATED www.inteXfOm1S.COm (650 - 654 -7855) CLAD 2. 7 0 , /�'')-A I / / _ •-.. ` `� ` FINISH FLOOR- SEE y, FLOOR FINISH PLAN FOR DET. � ` � �' '' - I I I I I I I I I I I I I 10' -0" AFF .... B.O. ACT & & FINISH AS REQUIRED WITH CORNER BEADS &GWB SOFFIT SOFFIT, PAINT TO MATCH A.C.T. CEILING COLUMN OR BRACE BLACK METAL TRIM, SLID IN BETWEEN GWB & FIXTURE, ADHERE TO GWB ■ TAPE, SPACKLE GYP. BD. (E) STRUCTURAL 19 BUILD -OUT AXONOMETRIC DETAIL 15 GWB SOFFIT TO ACT DETAIL 11 FRP & RUBBER BASE DETAIL 7 SALES AREA BASE DETAIL 3 ACCESS PANEL AT GWB C � 0 403 -08 REGISTER 1 ARCHITECT ,��� � l � � REVISION REVISION REVISION RL RL RL MW MW MW 1 1/T=12" 3"=12" 3 "_ 12" 3 "_ 12" 3 "=12" APPROVED CLIP SCREWDRIVER OPERATED STUD CATCH GALVANIZED D RYWALL BEAD METAL STUD SHEET METAL GALVANIZED BEADO DRYWALL ELEVATION - 1/2 " EMT TIGHT TO ® G / . - - ... .�... � �� E® ��R V.I.F. - DECK HT. VARIES W/ � ® DI� {C ®�P� CURVATURE OF ROOF 1 I -" STRUCTURE ABOVE 12 GA. VERTICAL HANGER ^, r THE RECESSED FIXTURE MAY BE SUPPORTED BY � ` �I"� mFG KARP ASSOCIATES FLUSH DRYWALL ACCESS DOOR, MODEL KDW B.O. STRUCTURE STUD BACKING ���� ® V DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER WIRE COMPRESSION STRUT �� ■! �� � -�, APR l A � iln- MAIN TEE i I A : - d 0 2A Is 4 "MIN LAP 1 I ' 111 !, �� ��� REQ'D @EACH SEISMIC EACH WAY 3/4 EMT NOTCH \ THE MAIN 18 :::: - - CEILING SYSTEM TO BE SUPPORTED BY ATTACH TO EXISTING DECKING. 2' -0" O.C. ::::D CEILING :.. :`'` ` , I�; �� 5 0 0. o 0 0 0 0 0 of 24" MODEL 150 www.sammysuperscrew.com 6 II 3/8" THREADED ROD - ED FLAT STRAP HANGER NOT TO EXCEED 4' -6" O.C. „ 1 C.R. 16 GA. ANI% SPENDED CHL APPROX. 4' -6" LARGER AND HEAVIER CHANNEL MAY BE USED WHEN REQ. CLEARANCE AND LIGHT 26' 26 \ RUN FLEX CONDUIT TIGHT TO ROD : OVER MAIN RUNNER ■�, SECTION A -A A i - ---- CONTINUOUS UNISTRUT P- IODD -20GR HS CHANNEL ( USE UNISTRUT CHANNEL JOINER TO JOIN CHANNEL ENDS) CEIUNGSUSPENSION SYSTEM Na � Cam- _ OPENING SIZE 24 3/8 E.M.T. DIA. i CROSS TEE MAIN RUNNER �. _ 412 GA. SPLAY WIRES. VR "°-w - �� S INISH •� / CONCEALED HINGE O. TA PIANO ATTACH CH ANNEL T � FIXTURE W/ 3/$ R.H. A -27 -08 =. t / P 03 16 GAGE FRAME 1 WS SCHEDULED TRACKHEAD, SEE ELECTRICAL (P -1) /2\ 03 -14 -08 . LENGTH NOTE: MTL. ANGLE MAX. LENGTH INSTALL BRACING AT 12 02 -01-08 ISSUE FOR BID RL MW MAIN TEE 24 O.C. - GAT CLIP. CAT. #16 -59 -SM RE VE CEMENT /4" HOLES 14 GAGE DOOR TRACK LIGHTING TO BE SUPPORTED BY STRUCTURAL MEMBERS ONLY, DO NOT ATTACH TO EXISTING DECKING. PAINT THREADED RODS, CONDUIT AND VISIBLE COMPONENTS P2 a `i DIRECT HANG CLIP CAT. STUD LATCH 24" n 11-12-07 CITY COMMENTS RE- SUBMITTAL RL MW 3/4" 1" 3 L 2 x 2 x 1/8 LESS THAN 6-6" 5' -2" L 3 x 3 x 3/16 GREATER THAN 6' 6" O.C. EA. WAY AND WITHIN 4' -0" OF PERIMETER WALLS 6-6" #548 -58 -SM (OR OTHER APPROVED CLIP.) 10-08 -07 ISSUE FOR PERMIT RL MW 18 BLACK IRON GYP.BD. CEILING DET. 14 ACCESS PANEL IN WALL 10 SEISMIC ACT CEILING DET. b PENDANT FIXTURE BACKING 5 ► �* ENDANT MOUNTED TRACK LIGHT 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW A DATE ISSUE DESCRIPTION BY CHECK 3 " =12" NTS 1 "- " 1 1/2 P p C7 �\ A IL EXISTING COMPRESSION STRUT EMT TIGHT TO - 4 ,�, a /� /� EXISTING PROJECT LOCATION: SOUTHCENTER MA L L NEW STO R E bl b SOUTHCENTER MALL SEATTLE, WA 98188 REQUIRED @EACH SEISMIC RESTRAINT, 12' O.C. EACH WAY. 3/4" EMT NOTCH OVER MAIN RUNNER 5/3T HOLE FOR r STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE WALL ANGLE CROSS FURRING CHANNEL — B.O. DECK /n � B.O. DECK • • • • �; • _ • • . v � r ' � L = `° � DRILL 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED. 4" MIN. LAP �- r� ���. II �� ti At � ' 4 -12 GA. SPLAY WIRES. � � � � SCREW TO MAIN BEAM W/ #8 BUGLE HEAD SCREWS- MIN. 1 /4" THROUGH METAL FRAMING AND SECURE ENDS TO WALL ANGLES WITH POSITIVE ATTACHMENT. SEE ALSO SPECIFICATION SHEET ASO AND USG TYPICAL L 3-5/8" MTL MARSH GAS VENT, STUD TIGHT TO (E) S� ( E ) DECK ABOVE (E► STRUCTURAL BEAM � _ DECK ABOVE • • • • AREA: 5,439 SF SHEET TITLE: CEILING FLOOR DETAILS — (E) (E) STRUCTURAL BEAM n 3-5/8" MTL STUD TIGHT TO W/ '4,,A' * *417 - i t MAIN BEAM. INSTA LLATION .9 - 6 � B.O. CEILING @ 13' T A.F.F. \/ 35/8MTL W/ �. W/ 5/8" GWB. • '` (E) STRUCTURE, :': .T. CHUNG AS SCHEDULED, SEE RCP & DETAIL 10/A73 :o SEE NO. E.M.T. DIA. MAX. LENGTH MTL. ANGLE MAX. 5/8 1YPE x GwB CEILING FRAMING W/ #8 BUGLE HEAD SCREWS @ 12" O /C- MIN. 1 /4" THROUGH METAL FRAMING LENGTH INSTALL BRACING AT 12' -0" SCHEDULED i TRACKHEAD, TO DECK ON CT SIDE A.C.T. CEILING AS SCHEDULED, SEE RCP & DETAIL 10/A7.3 SCALE: AS NOTED ELECTRICAL DRAWINGS PAINT TROUGH GWB P -1 Y Y I I I I I I I I I i I 1" AFF i 0' -0 DATE: 02 - 01 - 08 Y ... (E) LANDLORD MARSH GAS VENT B.O. GWB SOFFIT DRAWN BY: RL TAPE, SPACKLE & FINISH AS REQUIRED WITH CORNER BEADS GYP. BD. SOFFIT, PAINT TO MATCH A.C.T. CEILING STRUCTURAL COLUMN ",= \ B.O. GWB SOFFIT & ACT REVIEWED BY MW TAPE, SPACKLE & FINISH AS REQUIRED WITH CORNER BEADS GYP. BD. SOFFIT, PAINT TO MATCH A.C.T. CEILING (E) STRUCTURAL BRACE 1 /2" 3/4" 1" 3' -9" 5' -2" 6 L 2 x 2 x 1 /8 LESS THAN 6-6" O.C. EA. WAY AND WITHIN L 3 x 3 x 3/16 GREATER THAN 6-6" 4' -0" OF PERIMETER WALLS (E) SHEET NO. RECEWED APR 1ozoos PERMIT CENTER 7.3 17 GWB SOFFIT TO ACT AT BRACE DTL. 13 TROUGH & RECESSED TRACK LIGHT 9 SEISMIC GYP.BD. CEILING DET. 1 GWB SOFFIT TO ACT TRANSITION AT COLUMN & MARSH GAS VENT DETAIL 3"=12" 3 " - 12" NTS 3 " - 12" 5 4 4 3 3 2 1 D C B A / \ 04 -03-08 REVISION JAH WPK / . \ 03 -27 -08 REVISION JAH WPK A\ 03 -19 -08 REVISION RL MW A\ \ 03 -14 -08 REVISION JAH WPK 02 -01 -08 ISSUE FOR BID JAH WPK / I \ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL JAH WPK 10 -08 -07 ISSUE FOR PERMIT JAH WPK 07 -27 -07 CLIENT /PRELIM. LL REVIEW JAH WPK A DATE ISSUE DESCRIPTION BY CHECK 5 5 BUILDIN CORRID B LANDLORD COMMENTS: LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANTS SPACE. LANDLORDS SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA 13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORDS SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANTS SPRINKLER SYSTEM DESINGS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON CITY OF TUKUILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN PERMIT AND INSTALL THE THENANTS FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNRED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQIREMENTS OF NFPA 13. TENANTS HAVING 50 OR MORE SPRINKLER HEADS WILL REQUIRE A 3RD PARTY REVIEW. THE 3RD PARTY REVIEW MUST BE DONE BY A FIRE PROTECTION ENGINEER LICENSED IN THE STATE OF WASHINGTON AS APPROVED BY THE FIRE DEPARTMENT AND LANDLORD. CONTACT THE FIRE DEPARTMENT OF THE TENANT COORDINATOR WITH ANY QUESTIONS REGARDING THIS REQUIREMENT. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SPRINKLER PLAN 1/4"=1'-0" ADJACENT TENANT ADJACENT TENANT SPRINKLER SYMBOLS (NOT ALL SYMBOLS USED) SYMBOL DESCRIPTION p v DP V CONCEALED HEAD UPRIGHT SPRINKLER PENDENT SPRINKLER ON DROP NIPPLE DRY PENDANT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER E 4 0q-M(et E.7 — REVIEWED FOR CODE COMPLIANCE APPROVE APR 1 7 2008 City Of Tukwila BUILDING DIVISION GENERAL FIRE PROTECTION NOTES 1. VERIFY ALL CONDITIONS IN FIELD. 2. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, PIPING, SYSTEMS, ETC, NOT BEING RE —USED. DO NOT JUST ABANDON. 3. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN EXPERIENCED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD. LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENT AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. 4. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE OWNER, LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER AND THE FIRE RATING INSPECTION BUREAU. 5. TENANT'S FIRE PROTECTION CONTRACTOR SHALL DISCONNECT EXISTING SYSTEM FROM MAIN SYSTEM. PERFORM THEIR WORK, TEST, THEN RECONNECT THE MAIN SYSTEM. ALL COSTS RELATED TO DRAIN DOWN AND FILLS ARE TO BE BORNE BY TENANT'S FIRE PROTECTION CONTRACTOR. 6. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. NOTE: FOUR (4) COMPLETE SETS OF PLANS ARE REQUIRED OR SUBMITTAL FOR SPRINKLER PERMIT. 7. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE WINDOWS AND IN HARD SURFACE CEILINGS MUST BE CONCEALED TYPE HEAD. HEADS LOCATED IN ACOUSTIC CEILINGS MAY —BE SEMI RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN NON — CUSTOMER AREAS ONLY. 8. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED PER TENANT'S NEW FIXTURES, PARTITIONS, SOFFITS, DROP CEILING HEIGHTS. ETC. 9. ALL SPRNKLER WORK TO BE DONE BY LANDLORDS DESIGNATED SPRINKLER CONTRACTOR. OT) MALL COMMON 4 4 3 3 2 2 1 1 PROJECT LOCATION: AREA: SHEET TITLE: PROJECT NO. 0712121 SCALE: 1/4"=1'-0" DATE: TSAO DRAWN BY: APR 0 3 n SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 SEATTLE, WA 98118 REVIEWED BY: SHEET NO. REC VEP APR 10 Mk PERMIT OTTER FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 Emphe.I. Exceitence 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 SPRIG M Retail Engineering, Inc. JOB #0712121 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com '4.:,' ` 4 5;9 5 y , , a °^ -' �� `.: Th II1 I09 <LER PAN FP1.0 JEG JAH 5,439 SF 10 -08 -07 18 VICINITY MAP NORDSTROM SEPHORA SPACE #1120 AREA OF WORK macy Dc I KEY PLAN N EAREST PUBLIC RESTRM: ±600' ANY INVITED CONTRACTOR WHO USES A PLANNING HOUSE, "BID CLERK ", DATA HOUSE OR ANY OTHER AGENCY TO ASSIST IN THEIR BIDDING PROCESS WILL HAVE THEIR BID DISQUALIFIED IMMEDIATELY. SEPHORA RESERVES THE RIGHT TO KEEP ITS BUSINESS PRIVATE AND CONFIDENTIAL AND DOES NOT ALLOW OUR FUTURE LOCATIONS TO BE KNOWN TO THE PUBLIC UNTIL WE DEEM NECESSARY. CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). BUILDING INSPECTION DEPARTMENT: BID NOTE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., SUITE #100 TUKWILA, WA 98188 (206) 431 -3670 PHONE (206) 431 -3665 13 CODE REVIEW INFORMATION TENANT DRAWINGS FOR SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 1. PROJECT NAME: 2. PROJECT DESCRIPTION: 3. PROJECT LOCATION: 4. TENANT NAME: 5. LANDLORD: 6. TENANT'S ARCHITECT: 7. GROSS AREA OF LEASED PREMISES: 8. CONSTRUCTION TYPE: 9. OCCUPANCY TYPE: 10. OCCUPANCY CALCULATIONS: TOTAL OCCUPANCY LO FLOOR USE SQ.FT. FCTR SUBTOTAL L sq.ft /occ FIRST FLR. MERCHANTILE OFFICE 85 100 1 STOCKRM. 680 300 ! 2 4,328 30 144 ' USABLE SPACE 5,093 TOTAL 147 MISCELLANEOUS 346 LEASE AREA 5,349 TOTAL EGRESS REQUIREMENTS 7 FLOOR EXITS REQ. PRVD FIRST FLR. I 2 I 2 MECHANICAL: ELECTRICAL: SEPHORA: SOUTHCENTER TENANT IMPROVEMENT RETAIL SOUTHCENTER MALL 633 SOUTHCENTER SUITE 1120 SEATTLE, WA 98118 SEPHORA WESTFIELD CORPORATION, INC. JOSH KIMMEL, LEAD TENANT COORDINATOR TSAO DESIGN GROUP 5,439 SF TYPE II -B UNPROTECTED NONCOMBUSTIBLE M (MERCANTILE) - COVERED MALL MIN. EXIT DOOR F MIN. EXIT STAIR i )ccupa x 0.2 occupancy x 0.3 32" 44" 11. GOVERNING CODES / GUIDELINES: BUILDING & STRUCTURAL: WASHINGTON STATE BUILDING CODE BASED ON 2006 INTERNATIONAL BUILDING CODE ENERGY: 2006 WASHINGTON STATE ENERGY CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL ELECTRICAL CODE PLUMBING: 2006 INTERNATIONAL PLUMBING CODE FIRE PROTECTION: 2006 INTERNATIONAL FIRE CODE HANDICAPPED ACCESS: 2006 INTERNATIONAL BUILDING CODE MISCELLANEOUS: 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 12. SPRINKLER SYSTEM: 13. TOTAL EMPLOYEES: 14. HANDICAP TOILETS: 15. MAX. TRAVEL DIST. TO EXIT: FULLY SPRINKLERED 10 PER SHIFT (2) PROVIDED 200 FEET CODE DATA OWNER CONTACT: JOHN LUCCESE SEPHORA U.S.A., INC. 425 MARKET STREET SECOND FLOOR SAN FRANCISCO, CA 94105 -2708 (415) 284 -3527 (PHONE) (415) 310 -2872 (MOBILE) (415) 284 -3414 (FAX) ARCHITECT Plan review Is Approval of won the violate of any - of approved Field , By Date: PROJECT CONTACT: MARY WANG, AIA TSAO DESIGN GROUP 417 MONTGOMERY STREET, 8TH FLOOR SAN FRANCISCO, CA 94104 (415) 398 5500 (PHONE) (415) 398 5510 (FAX) MEP ENGINEER PROJECT CONTACT: JASON HUFFMAN M- RETAIL ENGINEERING, INC. 750 BROOKSEDGE BLVD. WESTERVILLE, OH 43081 (614) 818 -2323 (PHONE) (614) 818 -2337 (FAX) PROJECT CONTACT: JAYSON HAINES RMJ 103 LINDEN AVE. SO. SAN FRANCISCO, CA 94080 (650) 871 -2282 (PHONE) PROJECT CONTACT: JOSH KIMMEL WESTFIELD CORPORATION, INC. 1 1601 WILSHIRE BLVD., SUITE 1100 LOS ANGELES, CA 90025 (310) 893 -4183 (PHONE) (310) 689 -3759 (FAX) STRUCTURAL ENGINEER LANDLORD CONTACT PROJECT DIRECTORY REVISIONS No changes shall be made to the scope of work without prior apnrova,! of Tukwila Building Division. NOTE: Revisions will requirn a new plan submittal and may include add:t;onal plan rP`s'1?ti"J fee ARCHITECTURAL A0.0 COVER SHEET A0.1 NOTES & SCHEDULES A0.2 ADA COMPLIANCE & STANDARDS A0.3 DOOR & HARDWARE SCHEDULES A0.4 FINISH SCHEDULES A0.5 SITE PLAN A1.0 DEMOLITION PLAN A1.2 BARRICADE GRAPHICS A2.0 NEW WORK PLAN A3.0 FIXTURE PLAN A4.0 FLOOR FINISH PLAN A5.0 REFLECTED CEILING PLAN A6.0 STOREFRONT PLAN & ELEVATION A6.1 STOREFRONT SECTIONS A6.2 STOREFRONT DETAILS A6.3 SIGNAGE DETAILS A7.0 INTERIOR ELEVATIONS A7.1 PARTITION DETAILS A7.2 COLUMN DETAILS A7.3 CEILING AND FLOOR DETAILS A7.4 FIXTURE & MILLWORK DETAILS A7.5 FIXTURE & MILLWORK DETAILS A8.0 ENLARGED BACKSTAGE PLAN A8.1 BACKSTAGE ELEVATIONS A8.2 MILLWORK DETAILS SP.1 GENERAL NOTES SP.2 SPECIFICATIONS SP.3 SPECIFICATIONS SP.4 SPECIFICATIONS SP.5 SPECIFICATIONS SP.6 SPECIFICATIONS STRUCTURAL FP1.0 SPRINKLER PLAN P1.0 PLUMBING PLAN SEPARATE PERMIT REQUIRED FOR: (Mechanical [Electrical Plumbing Gas Piping City of Tukwila E ; Bt4 .! DIVISION S1.0 PLANS, GENERAL NOTES AND STANDARD DETAILS S2.0 DETAILS AND SECTIONS FIRE PROTECTION MECHANICAL M1.0 MECHANICAL PLAN M2.0 MECHANICAL SCHEMATICS M3.0 MECHANICAL SCHEDULES M4.0 MECHANICAL SPECIFICATIONS PLUMBING ELECTRICAL E1.0 ELECTRICAL POWER PLAN E2.0 ELECTRICAL LIGHTING PLAN E3.0 ELECTRICAL DETAILS E4.0 LIGHTING AND SYMBOLS LEGEND E5.0 POWER RISER & SCHEDULES E6.0 ELECTRICAL SPECIFICATIONS DRAWING INDEX RECEIVED CITY OF TUKWILA NOV 4 1 1 U 2007 PERMIT CENTER CORRECTION LTR# 1 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: 41 7 Montgomery Street San Francisco California 415.39'8.5500 p 415.3P8.5510 f www.tsaodesign.com Emphasis On Excellence M • Retail Engineering, Inc. EXPIRES: 12/07/09 Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 11/09/07 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 , A\ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 1 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 5 5 4 4 3 3 2 2 AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 COVER SHEET PROJECT NO. 0744.03 5,439 SF 1 1 -12 -07 RL MW C B A 5 4 4 3 3 2 1 1 D C B A 10 G.C. TO COORDINATE AND SCHEDULE WORK ® G.C. TO PROVIDE ROUGH -IN PER DRAWINGS 0 COORDINATE WITH OWNER ® COORDINATE WITH STONE SUPPLIER O COORDINATE WITH STORE FIXTURE SUPPLIER ©COORDINATE WITH FIXTURE INSTALLER ® COORDINATE WITH LIGHTING SUPPLIER ® G.C. TO COORDINATE WITH SECURITY SYSTEM SUPPLIER 9 G.C. TO COORDINATE WITH MUSIC SYSTEM SUPPLIER O 10 COORDINATE WITH SEPHORA'S VENDOR - SEE PLANS AND SPECIFICATIONS 11 COORDINATE WITH LIGHTING CONTROL 12 VENDOR PROVIDE SHOP DRAWINGS, REFER TO SPECIFICATIONS 13 REFER TO SPECIFICATIONS 14 SEPARATI BY GC SO SHEET A2.0 FOR NOTES @EACH TO NG WALL 15 G.C. TO COORDINATE W/ DOOR SUPPLIER 16 THE BARRICADE IS INSTALLED AND REMOVED BY MALL APPROVED SEE CONSTRUCTION CRITERIA MANUAL G.C. TO ENSURE A FLUSH AND SMOOTH SLAB SURFACE THROUGHOUT SPACE, SEE NOTES ON SHEET A2.0 lB WORK WILL BE DONE BY LANDLORD AT TENANTS EXPENSE OR BT TEl > APPROVED CONTRACTOR 19 PHONE LINE PROVIDED BY OWNER, EQUIPMENT BY G.C. Q IF REQUIRED BY LOCAL AUTHORITY, G.C. SHALL PIPE AND PULL WIRE FOR LOW VOLTAGE SYSTEMS PROVIDED BY SEPHORA SW311 DESCRIPTION G.C. OWNER FIXT. INST. FIXT.: FIXTURE INSTALLER, SEE VENDOR LIST BELOW N/A INDICATES NOT APPLICABLE !FURNISH UNLOAD INSTALL FURNISH 1U N LOAD 'INSTALL FURNISH UNLOAD INSTALL - 1 [FURNISH 'UNLOAD INSTALL _ _ S E P H 0 R A SHOP DWG REQUIRED SUBMITTALS ARCH.ELEMENT DESIGN /SPECIFIED REVIEWED BY COMMENTS GENERAL REQUIREMENTS GENERAL REQUIREMENTS 1. DEMOLITION • STOREFRONT ARCHITECT OWNER /ARCHITECT SUBMIT SHOPS DWGS & SAMPLES 2. CONSTRUCTION BARRICADE • • • SEE COMMENT #16, SHEET A1.0. COORDINATE WITH DESIGNER. 3. CONSTRUCTION BARRICADE GRAPHICS • • • SEE SHEET Al .1 AND LL CONSTRUCTION CRITERIA SIGNAGE ARCHITECT OWNER /ARCHITECT - 4. TEMPORARY UTILITIES 5. TEMPORARY PHONE & FAX LINES • • SEE COMMENT #19. DOOR / DOOR HARDWARE ARCHITECT OWNER /ARCHITECT - 6. TEMPORARY POWER MILLWORK ARCHITECT OWNER /ARCHITECT -- 7. TEMPORARY LIGHTING • • 8. DUMPSTERS (APPROX. 10) • • • METAL CANOPY FINISH ARCHITECT OWNER /ARCHITECT SUBMIT SAMPLE 9. CLEANUP • • • 10. FINAL CLEANUP • • • STRUCTURAL FRAMING ARCHITECT /STRUCT. OWNER /STRUCT. -- 11. PERMITS AND APPROVAL • BY OWNER HVAC ARCHITECT /MEP OWNER /MEP - FIRST 525 MARKET STREET, OSTREET, EL FLOOR SAN FRANCISCO, CA 94105 12. INSPECTION / COORDINATION • • • 13. SHOP DRAWINGS • SEE 15/A0.1 PLUMBING FIXT. & ACCESSORIES ARCHITECT OWNER /MEP SUBMIT CUT SHEETS 14. CEILING • • • • • 15. PARTITIONS • • • SPRINKLER ARCHITECT /MEP OWNER /MEP - 16. DEMISING WALL FRAMING TSAO w 417 Montgomery Street San Francisco California 41 5.398.5500 p 415.398.5510 f WWW.tsaodesign.COn1 FIRE ALARM CONTRACTOR OWNER /MEP - 17. DEMISING WALL DRYWALL • • • 18. FURRED WALLS / BLOCKING • • • 19. PAINT • • • 20. TILE HORIZONTAL SURFACE • • • 21. TILE VERTICAL SURFACE • • • 22. STONE HORIZONTAL SURFACE • • • 23. STONE VERTICAL SURFACE 24. MALLT1LE • • • 25. COCO MAT • • • 26. SCHLUTER STRIPS • • • 27. WOOD FLOORING • • • r 28. RESIUENT FLOORING • • • 29. BASE • • • 30. FRAMING FLOOR SLAB IN -FILL • • 31. CONC. SLAB 32. SERVICE DOOR NOTES • 1. G.C. TO SUBMIT (4) FOUR SETS OF DRAWINGS ON 24 X 36 SHEETS. NO FAXES. 2. PROVIDE (4) FOUR SAMPLES 3. SHOP DRAWINGS MUST BE SUBMITTED IN A TIMELY AND PROFESSIONAL MANNER ON ALL ITEMS 4. G.C. & VENDORS SHALL SUBMIT (4) SETS OF SHOP DRAWINGS & (4) SAMPLES TO: CONSTRUCTION PROJECT MANAGER. (CONST. PM WILL DISTRIBUTE TO OWNER, ARCHITECT , STRUCTURAL ENGINEER & MEP ENGINEER) SEPHORA, USA 425 MARKET STREET, 2nd FLOOR SAN FRANCISCO, CA 94105 -2708 (415) 284 -3527 ATTN: JOHN LUCCESE, CONSTRUCTION PROJECT MANAGER 33. INTERIOR DOORS • • • SEE TYP. COMMENT #1, 4#12, #15 34. BLIND CORIAN DOOR • • • GC TO COORDINATE WITH SUPPLIER Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614 .818.2337 35. CORIAN SIDE PANELS @ BLIND DOOR 36. DOOR HARDWARE • • • 37. MIRROR @ STOCKROOM • • • ' STOREFRONT / ENTRY / EXTERIOR WALLS & DOORS STOREFRONT ENTRY 1. STOREFRONT GLAZING SYSTEM • • • SHOP DRAWINGS REQUIRED 2. STOREFRONT STRUCTURE • • • REFER TO STRUCTURAL DRAWINGS 3. STOREFRONT FINISH • • • FINISHES TO BE INSTALLED BY SUPPLIER OR CERTIFIED INSTALLER Juilly Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel: 650.871.2282 www.rntjse.com Fax 650.871.2459 RMJ Job No.: 07186 4. STOREFRONT SIGNAGE • • • 5. MALL NEUTRAL PIER & BULKHEAD • G.C. TO PATCH, REPAIR & PAINT AS NEEDED. 6. ENTRY DOORS • • • SHOP DRAWINGS REQUIRED 7. ENTRY DOOR PULLS • • 8. ALL OTHER HARDWARE • • • T CUT SHEET REQUIRED 9. BLADE SIGN • • • 10. AWNING • • • SHOP DRAWINGS REQUIRED. G.C. TO PROVIDE STRUCT. BACKING & ELECT. IF REQUIRED 11. CUSTOM FIXTURE (AS NOTED) • • • G.C. TO PROVIDE STRUCT. BACKING & ELECT. IF REQUIRED SALES AREA SALES AREA 1. PERIMETER DISPLAY FIXTURES W/ SHELVING • • • GC TO PROVIDE BACKING AND ELECT. AS REQUIRED. 2. SALES FLOOR DISPLAY FIXTURES • • • GC TO PROVIDE BACKING AND ELECT. AS REQUIRED. 19 LANDLORD NOTES 15 SHOP D W G' S REQUIREMENTS 1 1 TYPICAL COMMENTS 3. ANIMATION ROD • .. GC TO PROVIDE BACKING 4. CASHWRAP • • EXPIRES: 12 /07/09 5. WINDOW DISPLAY PLATFORM FIXTURE • • - N/A N/A N/A 6. WINDOW DISPLAY BUILT -IN PLATFORM • • • 1. THE WORK DELINEATED IN THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATION SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTION IN THE SPECIFIED STATE AND CITY. 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO ACCESSIBILITY AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE OWNER. 5. DO NOT SCALE DRAWINGS I 6. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 7. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 8. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS & PROPERTY AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. 9. CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS. 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS DESCRIBED ON EACH DRAWING SHEET AND INCORPORATE AS A PART OF THIS SCOPE OF WORK. 11. ABSOLUTELY NO SUBSTITUTIONS WILL BE ALLOWED, UNLESS APPROVED BY THE OWNER IN WRITING. 12. G.C. SHALL FURNISH UP TO 10 DUMPSTERS (@ 30 YD EACH) FROM FIXTURE DATE THROUGH FINAL COMPLETION DATE AS REQUIRED BY OWNER. 13. CONTRACTOR TO MAINTAIN PREMISES BROOM CLEAN THROUGHOUT CONSTRUCTION UP TO AND INCLUDING FIXTURE DATE. 14. GC TO COORDINATE SHIPMENT AND DELIVERY AND NOTIFY SEPHORA OF DAMAGES AND SHORTAGES 15. SITE SHALL BE BROOM CLEANED DURING DURATION OF CONSTRUCTION 16. G.C. TO PROVIDE PROTECTION FOR MALL FLOOR AND FINISHED WOOD FLOOR. ACC ACCESSIBLE GYP.BD. GYPSUM WALL BOARD ACT ACOUSTIC CEILING TILE OFCI OWNER FURNISHED CONTRACTOR INSTALLED A.D.A. AMERICANS W/ DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL BD. BOARD L.L. LANDLORD BM. BEAM MIN. MINIMUM CLG. CEILING MTL. METAL CONC. CONCRETE O.C. ON CENTER CLR. CLEAR PLAM PLASTIC LAMINATE E EXISTING REFL. REFLECTED EXG. EXISTING SST. STAINLESS STEEL EXIST. EXISTING STL. STEEL EQ. EQUAL STRUCT. STRUCTURE F.C. FIXTURE CONTRACTOR SIM. SIMILAR FIN. FINISH SUSP. SUSPENDED FL. FLOOR T.B.D. TO BE DETERMINED F.F. FACE OF FINISH TEMP. TEMPORARY FRP. FIBERGLASS REINFORCED POLYESTER T & G TONGUE & GROOVE FRT. FIRE RESISTIVE TREATED TYP. TYPICAL F.S. FACE OF STUD U.N.Q. UNLESS NOTED OTHERWISE F.V. FIELD VERIFY V.I.F. VERIFY IN FIELD GA. GAUGE V.C.T. VINYL COMPOSITION TILE G.C. GENERAL CONTRACTOR W/ WITH GWB GYPSUM WALL BOARD WD. WOOD PAT FIXTURE INSTALLER MIKE HICKS �) 962 -1357 PAT RIOT CONSTRUCTION 4518 LINCOLN HIGHWAY ROAD CHARLESTON, IL 61920 FIXTURE SUPPLIER MS. CAROL PERRY 3)574 -8743 STYLMARK INC. 6536 MAIN STREET NORTHEAST MINNEAPOLIS, MN 55432 cperry @stylmark.com CASH WRAP & MR. CHRIS WEST CORIAN TABLE QUANTUM FINE CASEWORK EXT: 306-4900, 127 SUPPLIER 3245 MERIDIAN PARKWAY 4) 389 -2349 WESTON, FL 3333 4) 658 -7922 christopher.west @ quantum finecasework.com BLIND DOOR JOHN DLUGOSH 483 -3333 ) SUPPLIER DLUGOSH 900 ALADDIN AVE. SAN LEANDO, CA 94577 LIGHTING SUPPLIER MS. PAULA FAIN )) 620 -7063 CAPITOL LIGHT 3131 LITTLE SPUR ROAD SOMERSET, CA 95684 pfain @clsco.com LIGHTING MR. BILL LAHEY 3) 226-0000 CONTROLS MS. LYNN WALLDORF 3) 226 -1000 L C & D 905 ALLEN AVENUE GLENDALE, CA 91201 SIGNAGE DEBBIE HORVATH 3) 790 -8223 APEX SIGN )) 789-8873 6200 N. DORT HWY. FLINT, MI 48505 debbie @apexsign.biz GRAPHICS MR. BRIAN STEWART ') 937 -7570 AMERICAN FLEET & RETAIL GRAPHICS 9) 937 -7571 780 S. MILLIKEN AVE., SUITE G ONTARIO, CA 91761 MUSIC SYSTEM MS. RAYVEN TALLMAGE ) 331 -3340 MUZAK EXT: 3019 3318 LAKEMONT BLVD. FORT MILL, SC 29708 Rayven_Tallmage @muzak.com CCTV SUPPLIER MR. NEIL HALPERN 7 ) 466 -5160 SECURITAS SECURITY SYSTEMS 3) 792 -3489 13700 NORTH McCORMICK DRIVE TAMPA, FL 33626 neiLhalpem @securitassystems.us STOCK SHELVING MR. MATT RADOWSKI )) 234-7477 PIPP MOBILE SHELVING SYSTEMS, INC. Mattradowski @pippmobile.com QUARRY CAST MR. NORM GREEK 6) 635 -4109 SUPPLIER FORMGLAS INCORPORATED 6) 635 -6588 2 CHAMPAGNE DRIVE 6) 200.8810 TORONTO, ONTARIO, CANADA M3J 2C5 ngreer@formglas.com , www.farrnglas.com WOOD FLOOR MS. BECKY CALVIN (COMMERCIAL SOL.) 9) 824 -7161 B.R FUNSTEN & TOM DUFFY C.O. 9) 825 -1165 105 INDUSTRIAL PARK DRIVE MANTECA CA, 95337 FIRE EXTINGUISHERS MR. MIKE AQUILINE TEL . ����� „�; -5740 FIRE SERV FAX: (718) 499 -5018 255 40th STREET BROOKLYN, NY 11232 7. CUSTOM (AS NOTED) DISPLAY FIXTURE • • • GC TO MAKE ELECT. CONNECTION 8. LIGHTED MAKE -UP MIRROR • • • GC TO MAKE ELECT. CONNECTION OFFICE AREA OFFICE 1. COUNTERTOP AND SHELVING • • • 2. SAFE • • • 3. OFFICE EQUIPMENT • • • Vs7)809 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 7 - 11 /09/07 t , . " STOCKROOM ,BREAK AREA (EMPLOYEES LOUNGE) & CORRIDOR --1 `�` STOCKROOM, BREAK ARE A & CORRIDOR 1. STOCK SHELVING • • • p tF � rt �� 2. RECEIVING DESK AND SHELVING • • • --- � ���(`O ` � \ - 3. WAINSCOT- FRP • • • SEE FINISH SCHEDULE \ CO�� � �� 0�o 4. CORNER GUARDS • • • SEE FINISH SCHEDULE \ �" \ -n;17 i 5. TABLE & CHAIRS • • • \ ) � 1 1 Lls. 6. LOCKERS • • • 1 :, r T 7. REFRIGERATOR • • • ' v,',''-:€ ? -��� ` REFRIGERATOR TO BESET, LEVEL & BY G.C. � _r�� " ! + 8. MICROWAVE • • • w t t ,ate MICROWAVE TO BESET BY G.C. _� 9. PLUMBING FIXTURES AT BREAK AREA AND KITCHEN • • • - , PROVIDE SHOP DWGS & CUT SHEETS 10. MILLWORK • • • PROVIDE SHOP DWGS AND CUT SHEETS 1 'T ABBREVIATIONS N/A TOILET ROOM W1131101 1. ACCESSORIES • • • 2. WAINSCOT- FRP WALL BOARD • • • SEE FINISH & MATERIAL SCHEDULE SHEET EXISTING LOADBEARING AND DEMISING PARTITIONS TO REMAIN (FIELD VERIFY EXACT LOCATION) 3. FLOORING • • • A ,1-12-07 CITY COMMENTS RE- SUBMITTAL RL MW MECHANICAL 10 -08 -07 ISSUE FOR PERMIT RL MW NEW PARTITION (SEE PARTITION TYPES) MECHANICAL 1. HVAC SEE MECHANICAL DRAWINGS A. UNIT • • • SEE MECHANICAL DRAWINGS 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW B. DUCTWORK /DIFFUSERS • • • SEE MECHANICAL DRAWINGS 2. TEMPERATURE CONTROLS S O • SEE MECHANICAL DRAWINGS II \ II \ II \ i L - - EXISTING WALLS & MISCELLANEOUS ELEMENTS TO BE REMOVED A DATE ISSUE DESCRIPTION BY CHECK 3. AIR BALANCE • 4. EXHAUST FAN • • • SEE MECHANICAL DRAWINGS. PROVIDE SUBMITTALS PROJECT LOCATION: S0UTHCENTER MALL NEW STQ R E 633 SOUTHCENTER PARKWAY SUITE 1 120 TU KW I LA, WA 98118 5. PLUMBING SEE PLUMBING DRAWINGS. PROVIDE SUBMITTALS A. WATER • • • B. WAIST • • • `. � \\` EXISTING DOOR TO REMAIN (SEE DOOR SCHEDULE) C. VENT • • • 6. PLUMBING FIXTURES • • • SEE PLUMBING DRAWINGS. PROVIDE SUBMITTALS 7. WATER HEATER • • • SEE PLUMBING DRAWINGS. PROVIDE SUBMITTALS ` � 1.1 \I NEW DOOR (SEE DOOR SCHEDULE) 8. SPRINKLER SYSTEM • • • SEE SPRINKLER DRAWINGS, AS REQUIRED PER CODE & (N) LAYOUT. PROVIDE SUBMITTALS 9. FIRE EXTINGUISHER • • • ELECTRICAL NUMBER ELECTRICAL 1. DISTRIBUTION • • • SEE ELECTRICAL DRAWINGS. PROVIDE SUBMITTALS 2. PANELS • • • PROVIDE SUBMITTALS AREA: 5,439 SF ROOM I 100 1 R NAME 3. TRANSFORMER • • • _ SALES SHEET TITLE: NOTES & SCHEDULES 4. LIGHT SWITCHES • • • - - 1 DETAIL NUMBER 5. LIGHT FIXTURES IN CEILINGS ( 6. UNDERCOUNTER LIGHT • • • • I A100 SHEET NUMBER ® 7. LIGHTING CONTROLS -_ Fj _ -- .-_ . ._ __- _ 1 ELEVATION NUMBER 8. EXIT SIGNAGE • • • T `-,-M r- I 9. COVER PLATES/ FLOOR OUTLETS - • A100 SHEET NUMBER PROJECT NO. 0744.03 10. EMERGENCY LIGHTING • ii • _ 11. TELEPHONE CONDUIT /PULL WIRE • • • I /4-Ta\;t■ SECTION DETAIL NUMBER SCALE: 12. TELEPHONE JACKS /SETS • • • -1- -- -- - - �� occIKr1 / NUMBER DATE: 1 1 -12 -07 13. CASHWRAP WIRING • • • 7 G.C. TO PULL CAT WIRING CITY OF TUKWILA \100 / SHEET 14. SECURITY SYSTEM • SEE COMMENT #20 NOV 1 6 200 DRAWN BY: RL TYPE, 15. MUSIC SYSTEM • I•I • i� SEE COMMENT #20 0 PARTITION SEE DETAILS, SHEET A7.1 16. ENERGY CONTROL PANEL • • • H SEE MECHANICAL NOTES PERMIT CENTER REVIEWED BY: MW DOOR NUMBER, SEE DOOR SCHEDULE, SHEET A0.4 17. LIFE SAFETY SYSTEM • • • SHEET NO. AO• al 18. CAT WIRING 0_0 O_ - SYMBOL DESCRIPTION 17 GENERAL NOTES 13 GENERAL SYMBOLS 9 LIST OF VENDORS 5 RESPONSIBILITY SCHEDULE N/A N/A N/A N/A 5 4 4 3 3 2 1 1 D C B A 5 5 4 4 3 3 2 1 2 1 C B A ALARM BELL ° 1 7 32" MIN. a I I I I I I I I 7C L' m z 18" MIN. 24" * PREFERRED X 24" MIN. 36" MIN. d; DOOR OPEN — 80" MIN. STAR AT MAIN EXIT FLOOR " ALTERNATE P: ► L I 5 �� III — 42" MIN. LOCA 68" MIN. FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH ® 5/8 MIN. NUMERICAL SIZE ., � " SWINGING DOOR SWINGING DOOR PULL SIDE PULL SIDE NOTE: X =36" MIN. X =42" MIN. SWINGING DOOR PULL SIDE IF Y =60 "; NOTE: Y =54" MIN. IF DOOR HAS A CLOSER IF Y MIN. 7i— U Q I M 3 O 4 O-ii 3/4 MIN. CONTROL MEASURE ALTERNATE PANEL *1 O 2 O b 1 / LOCATIONS I► O ■►I O' DOOR CLOSE =54" MIN. Ins ` „ ERGENCY STOP 4s MIN. I I ' '- _ MINI ` T 0 ; 1, 36” MIN. _ �.. _.. 36" MIN. I I I I I I N MIN. � FIRST MARKET 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 GHT F':.. 00 �. •EST BUTTON CENTER OPENING DOOR PASSENGER CAR SIDE OPENING DOOR PASSENGER CAR � — 48" MIN. n 4 ELEVATOR ENTRANCE . . .. SIGNS SHOWN DESCRIBE REQIUR ONLY, REFER DOCUMENTS FOR - = �R CONTROL PANEL MINIMIUM DIMENSIONS TO CONSTRUCTION REQIUREMENTS LOCATION OF ELEVATOR. DOCUMENTS DIMENSIONS OF ELEVATOR •' SHOWN DESCRIBE MINIMIUM ONLY, REFER TO CONSTRUCTION FOR SIZE & LOCATION OF ELEVATOR. FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH TSAD $ s-� = � � - = ` �� w 417 Montgomery Street 9 ry San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com NOTE: THE AUTOMATIC DOOR ACTIVATED IF AN 1:: EITHER U r' B. ND B REPRESENT LOCAllONS OF THE DOOR REQUIRING CONTACT. REOP - • IEVICE IS ASSES THROUGH MINIMUM SWINGING DOOR SWINGING DOOR SWINGING DOOR PUSH SIDE PUSH SIDE PUSH SIDE NOTE: X =12" MIN. IF DOOR HAS NOTE: Y =48" MIN. IF DOOR HAS NOTE: Y =48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER BOTH A LATCH AND A CLOSER THE VERTICAL REOPENING DEVICE NOT A CLOSER '� — ��'-` — 20 ELEVATOR CLEARANCES -- - -- ----- - - - - -- 8 MANEUVERING CLEARANCES AT DOORS -- __ �___._ NTS 12" 12" - 48" . PROTECTION NOT REQUIRED VONG WALLS NOTES: LETTERS AND NUMBERS BE RAISED, CONTRASTING IN ON SIGNS SHALL COLOR, AND HAVE OF BETWEEN 3:5 AND HEIGHT RAITO RAISED 1/32 " MIN. RAISED LETTERING. IS PROVIDED FOR AS DESCRIBED ON THE STRIKE DOOR SIGN AT TOILET ROOMS = MIN. MIN. MIN. f ANY 36" MIN . 36" MIN. ANY ANY v ♦ DIST. ♦ CLEAR WIDIII� ♦ ♦ ♦ DIST. ♦ DIST. • • - "' —' ' -' -- " ; \ 'III SIGNA CLR. WIDTH m / � � - "' I ~ / ♦ ♦MAX CID 4" 32" MIN. LR. WIDTH — -- A WIDTH TO- HEIGHT RATIO // / / / / / 1 :1 AND A STROKE WIDTH -TO- BETWEEN 1:5 AND 1 :10, AND AND BE ACCOMPANIED BY BRAILLE WHERE PERMANENT SIGNAGE Q o e., r CURB EDGED ' MP I J CURB MAX. POINT PASSAGE f Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 .\ N UNISEX TRIANGLE 1/4 THICK FIELD SUPERIMPOSED ON 12" 1. SEE SPECIFICATIONS TYPE FOR SIGNAGE HELVEl1CA MANUFACTURER & MOUNTING 2. PROVIDE SIGNAGE AT ALL DOORS � FIELD NOTED ABOVE GRADE 2 TEXT. u o sn 12" 12 8" 1 " -1 " 1 " 1 2 ,\ N� - .\ N /f` & ROOMS AND SPACES, SIGNAGE ABOVE SHAD BE PROVIDED ' i' r ♦ MIN. MIN. MIN. / \ \ \ 3" MAX. SIDE OF THE DOOR. \ \ WALKING PERPENDICULAR OBJECTS MOUNTED WALKING PARALLEL TO A WALL TO A WALL ON POSTS OR PYLONS — BETWEEN —� I \ \ \ \ \ \ ♦ ♦ WOMENS RESTROOM 2 ( 60 " A.F. MIN. 6 "x 6 "x 1/4" 1 " ♦ = _ _ _ _ _ - PROTRUDING OBJECTS HANGING ON WITH LEADING ABOVE 27" PROTECTION WALL- MOUNTED WALL ED1 - 'AP :: -- _ - :....__ LANDING -- __.._: .- _ ' �NDRAIL Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 ww & Associates Fax: 5.71. www.nnjse.com Fax: 650.871.2459 RN/1j Job No.: 07186 NOTE: 6" IF A MP .� A '_SE > 6 ��' _. ' -• +... == A HO�=ZONTAL ROJ . ,,. -.., 2" THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES LEVEL LANDING SURF E OF RAMP - _ - _ : - _ ,.. -.: ,, ......_ LEVEL J ( � 5 / 8 HIGH MIN - " RAISED 1/32" / MEDIUM UPPERCASE LETTERS. WALL EDGES - ` r _ _ 12" MIN. CLEAR WIDTH ♦ UNISEX R STROO - � PR/` C : _ MIN. 2"x x 6"x x 1/4 WITH TEXT AND RE :::_.: FROM CROSS TRAFFIC >. -. -:.. co w � \ - _ . OPE MAX. RISE MAX HORIZ PROJECTION BRAILLE OF ABOVE ¢ N " 36 MIN. HORIZONTAL PROJECTION or RUN 1:12 30" 30' -0" CLR. WIDTH ANE DE . 110N BAR .• N o MENS RESTROOM FOR USE IN CALIFORNIA ONLY COMPO 1:16 30" 40' --0" AROUND OBJECTS ♦ _. __ _ TS OF A SINGLE RAMP RUN f 1:20 3 � .. " 50 -0 " ' NDRAIL FREE- STANDING OVERHANGING OBJECTS TITLE 24 D-6.3.2 19 RAMPS 15 PROTRUDING OBJECTS 7 ACCESSIBLE SIGNAGE EXPIRES: 12/07/09 NTS NTS NTS Y � I 18" OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36 " MIN. 1 18" OF TOILET I GRAB BAR, 42" MIN. 18" OF TOILET GRAB GRAB BAR, 42" MIN. 18" I OF TOILET GRAB BAR, 18" 42" MIN. co \ i �" _ • � "` NOTE: X < 48" 36" 12" MIN. MIN. — — MIN. \ . ,•� ` .... 36" 48 " 3 d i! ^ 36 " la 42" � Z.Ifj ♦ o ^{, 4 X o GRAB BAR, 36 MIN. BAR, 3fi MIN. 36" 6D" L \NT REGISTERED GISREGISTERED ARCHITECT JONATHAN T&AQ STATEOFWASHINGTON � .. 11/09/07 ;9 60" MIN_ r' � ` �' _ ` � MIN. STALL STALLS V9 \- �� � � �s` ,�e,�. 1' 0\4 :4 - \ MIN. MIN. MIN. MIN MIN. ri r Y 32" . TURN AROUND 90' TURNS AN OBSTRUCTION WIDTH FOR WHEELCHAIR WHEELCHAIRS TURNING DIAMETER 28 " 32" CLEAR 'T' -SHAPE 180' TURNS TWO - "co �� N - o0 � \ N I MIN I 1 MIN. 32" MIN. o co N MIN. WHEELCHAIR I - I I L J TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE NOTE: X <_ 25 "; Z ? 25" IF X < 20 ", Y = 48" MAX. 44" MAX. LI 2" 32" M CLR. CLR. m CLR..:._.._ OR MORE r co SINGLE OCCUPANT NOTE: DIMENSIONS CONSTRUCTION - SPECIFIC FRONT ENTRY TOILET REFER TO FIXTURES 30 "X48" CLEAR TOILET STALL - ADDITIONAL © MULTIPLE ACCOMMODATION ROOM TOILET ROOM W/ 6 \CO 44" MIN. ♦ ! I lk \ 10 10" j, 30 IF X = 20" - 25", Y = 30" f 4" j` ROOM & ACCESSORIES. l FLOOR SPACE TOILET TO MULTIPLE SHOWN DESCRIBE MINIMUM REQUIREMENTS DOCUMENTS FOR SIZE & LOCATIONS STALL ACCOMODA11ON ONLY, OF TOILET MULTIPLE STALL - SIDE ENTRY ACCOMODA11ON TOILET MAX. ♦ X X � I . 1 7 i I - L_ J � ♦ x d 7 I I r I x `r STAIR ' AN J ° \ r � 30" 30" CONTRASTIN4 STRIPING : MA - Z ZI 48" ,_ CLEAR FLOOR SPACE HIGH & CLEAR FLOOR SPACE PARALLEL APPROACH SIDE REACH 48" MAX. SIDE REACH OVER AN OBSTRUCTION INTERIOR: TO & LAST TREAD FOR EACH RUN. EXTERIOR: E 'Y TREAD LOW MAX. LIMITS OVER FORWARD AN ♦ ♦ REACH OBSTRUCTION / ' \ 11 -12-07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW x WHEELCHAIR THRESHOLD 1 :12 CURB CLEAR FLOOR PARAMETERS NOTE: WHEN X <= 48 48" FLARED SIDES SLOPE SPACE AND REACH REQUIREMENTS SLOPE — 1/4 " COMP. MAX. 10-08-07 Elli MIN. 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW FINISH FLOOR ¢ -- FINISH FLOO N CARPET _ / MAXIMUM FINISH FLOOR 12" _ _ _ .:.. - -= DATE ISSUE DESCRIPTION BY CHECK s In RP I 1:)0 "' 6 ` `ate ,. t ig3 (9 MIN. N x / _ x a L P = ACCESSIBLE 130" A E — LAVATORY ACCESSIBLE URINAL x 48r — 1 PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 A ` — DOOR - NOTE: X = 12" MIN. EXTENSION OF EXTENSION AT TOP OF RUN I --. DOOR FRAME BEYOND "SADDLE" TYPE THRESHOLD CARPET (WHERE OCCURS) 1 NOTE: Y = 12" MIN. EXTENSION + WID1T i OF ONE TREAD EXTENSION AT ELEVATION BOTTOM OF RUN CENTER HANDRAIL c., x m DESCRIPTION URINAL LAVATORY TOILET TOILET TISSUE HOLDER GRAB BAR CLOTHES K MIRROR CHANGES „ NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR TO HIGHEST OPERABLE CONTROL ( 12" MAX. 3' -6" MIN. I , NON-ABSORBENT 1 7" MATERIAL MIN - - _-- .. -.__ -. AREA: 5,439 SF 12" 2' -O" ,� Q co <I■A STAIR HANDRAILS 11" MIN. _ a 1 1 " 2 1 1 - " OF ELEVATION ALONG ACCESSIBLE ROUTE. \ � / z z — Q m _ MA . , t MIN. SHEET TITLE: ADA COMPLIANCE AND STANDARDS a 1 "' °' - SP — TT — a , r — 6" MAX ';' 8" MIN k ��� N Iry WT ,. ,. ♦ AX. , MAX. MAX. = 1:12 MAX. STREET 48 1 1 � 1 MIN. 1 :10 X SWITCHES TELEPHONE P APER TOWEL T DISPENSER N/ WASTE SANITARY NAPKIN VENDOR COMBINATION TP /SEAT CVR. NAPKIN DSPSR. SOAP DISPENSER GRAB BAR CO TOILETS GRAB BAR PROJECT NO. 0744.03 STREET 48 „ 2” R. MAX. 2" R. MAX. 2" R. MAX. ` MIN -' WALK Y CURB (BEYOND) STREET SCALE: p x m 12" MAX. 1 1/2 " f 'r RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER 41111111 1 :12 M AX. SLOP � — MAX- SLOP 7 �. DATE: 11 -12 -07 J 1:10 WALK 6" 36" MIN. x , -4- .--. WALK ,� ADJOINING SLOPE SLOPE Y: X DRAWN BY: RL = NOT TO EXCEED 1 :20 WHERE X IS LEVEL PLANE 1:12 MAX. SLOPE op )' :4- x m 1_I � _ Q F ` SH RISER ANGLED NOSING ROUNDED NOSING r 16 =-1- ; v, x REVIEWED BY: MW ; y, 1 1/4 " - 1 1/2 " I } f N M SHEET NO. A0•2 , ' NOSINGS RAMP WITH FLARED SIDES (PLAN) RAMP WITH FLARED SIDES (PLAN) BUILT-UP M ( AN) CURB RAMP (SECTION) A r` EPTABLE CURB RAMPS 7 STAIRS 13 ACCESSIBLE ROUTE 3 TOILET ROOM FIXTURES & ACCESORIES r NTS NTS NTS 5 5 4 4 3 3 2 1 2 1 C B A 5 5 4 4 3 3 2 1 2 1 C 1 O TOPFLUSH BOLT IN INACTIVE LEAF 51/T 51/T51/2" 51/T - . . . S E P H Q R A A0.3 DOOR SCHEDULE FILL IN NAIL HOLES & PAINT (P -3) 2" X 3/4" WOOD CASING 4 "(OPEN) SS PIANO - O "' b CONTINUOUS TOPRAIL s T /z'mLES Di DOOR NO. DOOR TYPE SIZE/LOCATION DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP THRESHOLD DETAIL JAMB DETAIL HEAD DETAIL RATING REMARKS I HINGE BRUSHED FINISH, SEE PLAN FOR DOOR SWING STUDS AT DOOR BY MILLWORK VENDOR, INSTALLED BY GC, PAINT SCHEDULED AS 3' -5" WD STUD TO WD STUD .� TEMPERED GLASS UPPER FLOOR ,,,_ ' ► illigip ; r>Irr�� DOOR PULLS BY PROVIDED BY OWNER INSTALLED BY 1.1 A (2) 3' -0 " X 10' -0" ENTRANCE DOORS TEMPERED GLASS & ALUM MATCH GLAZING ALUMINUM MATCH GLAZING 1 3/A62 ... 5/A62 17/A61 N/A LOCK ONE LEAF W/ KEY CYLINDER ON OUTSIDE AND THUMB TURN ON THE INSIDE, OTHER LEAF W /TOP &BOTTOM THUMB BOLTS VERIFY W/ DOOR MFR. OPENING BY G.C. ° Q m NOTE_ ENTRY DOORS TO HAVE A I05-DEGREE STAND-OPEN &, CLOSED POSITIONS 1,2 B 3'- 0 "x7' -0'kl 3/4' SALES TO CORRIDOR SOLID CORE WOOD SS -1 WD 55 -1 /P -3 2 - 20/A0.3 17/A0.3 N/A PAINT P -4 THE POOR AND DOOR FRAME ON THE CORRIDOR SIDE ` � E' `` ` - . DOOR PULL WO kl S 1 . 3 C 3'- 0 "x7' -0'xl 3 /4' CORRIDOR TO STOCKROOM HOLLOW METAL P -4 HM P -4 6 16 /A0.4 19/A0.3 19/A0.3 N/A BY DOOR MANUF. • I � I.4 D 3'-0"x7'-0"x1 3/ " 4 STOCKROOM TO OFFICE SOLID CORE WOOD P -4 HM P -4 4 - 19/A0.3 19/A0.3 N/A III ! BOTTOM FLUSH BOLT IN INACT1FE LEAF ''SEEELEV. CONTINUOUS i :s- BOTTOM RAIL TYP "A�, 1.5 C 3'- 0'k7' -0'kl 3 / 4 ' CORRIDOR TO TOILET SOLID CORE WOOD P 4 HM P -4 3 20/A0.4 19/A0.3 19/A0.3 N/A e 16 C a-Crxr -Vx1 /4 s ' CORRIDOR TO TOILET SOLID CORE WOOD P -4 HM P -4 3 20/A0.4 19/A0.3 19/A0.3 N/A (MALL VIEW) ( CYLINDER LOCK AT ACTIVE I /a" CORIAN (55 11 W - - ` 1 /4" CORIAN PANEL DOOR BY OWNER BY G.C. AT BLIND & INSTALLED OVER BY ELEVATIONS - 1 - FIRE TREATED WOOD 1 E 3 3'- O'kT-0k1 / CORR. TO BLDG. CORRIDOR HOLLOW METAL INT: P -4 EXT: TO MATCH MALL CORR, HM INT: P -4 EXT: TO MATCH MALL CORR. 5 17/A0.4 19/A0.3 19/A0.3 20 MIN. TENANT EXIT /SERVICE DOOR SHALL BE 20 MIN. RATED. DOORS & ASSEMBLIES SHALL BE LABELED 20 MIN. RATED & MEET LOCAL CODES. DOORS & ASSEMBLIES SHALL BE FABRICATED OF PRIME COATED HOLLOW METAL & SHOULD BE PAINTED W/ OIL BASED ENAMEL PAINT TO MATCH MALL SERVICE CORRIDOR FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 SALES AREA STUD BLOCKING, TYP. ON BOTH SIDES ao.a VARIES PANELW /BLACKS 1SEEELEV.' SUPPLIEDBYOWNER. INSTALLED BY G.C. rL TSAO a k - , 417 Montgomery Street 9 ry San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Q • _L / BUTT JOINT d FULL HEIGHT 1 OA _ 24'5Q4" ACCESS PANEL LOCATE AS NEEDED, SEE DEL. 3/A7.3 1/4" CORIAN BY OWNER 5 /S" GYP. BD. INSTALLED TYP. - SEE INTERIOR FOR SIZE NON -RATED DOOR G.C., 0 _ 24 "x24" ACCESS PANEL IN WALL LOCATE AS NEEDED, SEE DET. 14/A7.3 (55 11PANEL AT EA SIDE OF OWNER AND INSTALLED BY GC DOOR W/ " \ ,, 0.4 (Al * ) COR BLIND L N ISS-Il PAN AND BLACK 'S' FLAME, SUPPLIED BY OWNER AND CORIAN 20 BLIND DOOR JAMB DETAIL 12 DOOR SCHEDULE FLAME LOGO 3 " =12" N/A BOXED STUDS ANCHOR P MANUFACTURES RECOMMENDATIONS RETURN TYPICAL HOLLOW METAL FRAME DOOR, SEE SCHEDUL DIM. VARIES PARTITION DIM. PARTITION 1 1 WIDTH VARIES SEE SCHED I METAL STUD TYPE "B" (NON - RATED) 1 "THK. HARDWARE GROUPS /4 TEMPERED GLASS GROUP LOCATION QTY HARDWARE LIFE SFTY. FINISH MANUFACTURER: PRODUCT SPECIFICATION REMARKS .. ` J" PARTITIONS SEE PLAN SCHED. & SEE 1 ENTRY DOORS 2 OVERHEAD CONCEALED CLOSER 693 /BLK BTS 80A W/ 105- DEGREE HOLD OPEN PROVIDE COVERPLATE TO MATCH STOREFRONT Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 2 TOP PIVOT PROVIDED WITH DOOR CLOSER -i- r - SOLID CORE 2 DOOR PULLS - BACK TO BACK US32D FORMS + SURFACES: DP7558 -20 PROVIDED BY OWNER; INSTALLED BY G.C. DOOR SCHEDULE FOR SIZE & MATERIAL �, WOOD 1 CYLINDER BEST 7 -PIN LOCK ACTIVE LEAF WITH KEY CYLINDER ON OUTSIDE, THUMBTURN INSIDE. 2 DUST PROOF FLOOR STRIKE IVES 489B26D, US32D FINISH ENTRY DOORS TO HAVE DUST STRIKE FOR CLOSED DOOR POSITIONS. TYPE C TYPE D 1 TOP & BOTTOM FLUSH BOLT CONCEALED OPERATION. : m z 2 CORRIDOR 1 PIANO HINGE BY DOOR MANUFACTURER HARDWARE INTEGRATED IN DOOR ASSEMBLY. 7 I r N 0 kr GENERAL CONTRACTOR TO PAINT NEW SERVICE INT TO DOOR W/ O A BASED SERVICE CORRIDOR SIGN. TENANT EXIT /SERVICE DOORS SHALL BE LABELED W/ ANY LOGOS OR OTHER FORM OF EXCEPT FOR LL SUPPLIED STANDARD IDENTIFICATION LABELS OR BLACK PEEP HOLE SUBMIT DETAIL PRIOR n��.RUx 1 1 ROLLER CATCH BY DOOR MANUFACTURER Juilly Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel: 650.871.2282 www.rmjse - com Fax 650.871.2459 RMJ Job No.: 07186 LL SUPPLIED r r % 2 " t r 1 DOOR GASKET BY DOOR MANUFACTURER NOT VARIES 2" N ° O Q a IDENT DOOR I CLOSER BY DOOR MANUFACTURER VERIFY 1 /2 CHROME TO INSTALLATION I DOME STOP BY DOOR MANUFACTURER 1 DOOR PULL BY DOOR MANUFACTURER MOUNT ON STOCKROOM SIDE OF DOOR. cFNr DOOR rn aF eEu BELL SUBMIT DETAIL PRIOR TO INSTALLATION # TO BE THE SAME SIZE AS SEPHORA TYPE FACE, & LOCATION MAY VERY DEPENDING ON CRITERIA 3 TOILET 3 HINGES 626 McKINNEYUSA :TA27144- 1/2 "X4 -1 /2" I VARIES ji 1 /2 1 PRIVACY SET/LEVER DESIGN 626 SCHLAGE USA: D NO405 F76 / RHODES LEVER SUITE NUMBER 6 SILENCERS H.B. IVES 20 TENANT TYPE E 1 CLOSER 626 NORTON USA: 8501 BF AL 19 TYPICAL HEAD /JAMB DETAIL 14 DOOR TYPES 1 DOME STOP US26D H.B. IVES 438 EXPIRES: 12/07/09 4 OFFICE 3 HINGES 626 McKINNEY USA: TA2714 4-1/2" X 4-1/2" 3 " =12" NTS 1 OFFICE LOCK /LEVER DESIGN 626 SCHLANGE USA: D SERIES F82 W/ RHODES LEVER INTERCHANGABLE CORE 7 -PIN BEST KEYWAYS. PARTITION WIDTH VARIES .--/r SEE SCHED P DOOR PROVIDED BY INSTALLED 3'-8" A PULLS OWNER, BY GC. 4 1/4" GLASS ENTRANCE 6 SILENCERS H.B. IVES 20 1 CLOSER 626 NORTON USA: 8501 BF AL F.F. b 1 KICK DOWN FLOOR STOP 5 EXIT 3 HINGES 626 McKINNEY USA: TA2714 4-1/2" X 4-1/2" 7$09 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON I 11/09/07 1 DOOR GASKET PEMKO S88BL17 CENTERLINE OF DOOR 3I-8" A.F.F. PULLS 1 CLOSER 626 NORTON USA: 8501 BF AL 1 DOME STOP US26D H.B. IVES 438 1 ALARM EXIT DEVICE PRECISION FL2103 -X 1703A X ALK X 630 W/ (2) SEVEN (7) PIN BEST CORE (AT EXTERIOR & ALARM). " o VARIES FRONT ELEVATION 4 k DOOR DOOR PULL 3/4" 1 PEEPHOLE SEE ELEVATIONS 1 /4" GYP. BD. OVER 5/8" GYP. 6 STOCKROOM 3 HINGES 626 McKINNEY USA: TA2714 4-1/2" X 4-1/2" 1 STOCKRM LOCK /LEVER DESIGN 626 T2 TRILOGY DIGITAL LOCKS DL2700, LEVER DESIGN PROVIDED BY OWNER; INSTALLED BY G.C. BOARD BY G.C. r i 1 CLOSER 626 NORTON USA: 8501 BF AL END CAP OWNER INSTALLED SUPPLIED BY BY i GC 1 DOME STOP .. a 1/4" U CHANNEL REVEAL 11Y-0" A.F.F. AL CENTERLINE OF DOOR + PULLS ---.. SEE ELEVATIONS SIDE ELEVATION V SINGLE MOUNTING ON GLASS DOOR WITH END CAP A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW use 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW 1 DOOR PULL DETAILS 10 HARDWARE GROUPS 1 /4" CORIAN PANEL ABOVE FIRE TREATED WOOD STUD BLOCKING BLIND DOOR BY OWNER, INSTALLED BY G.C. OVER 5/8" GYP. BOARD BY G.C. 5/8" GYP. BOARD BY G.C. Q DATE ISSUE DESCRIPTION BY CHECK 1 " =12" N/A NOTE: FRAMES 1/4" OVER BY OWNER, INSTALLED _ � � ` >� � 1, ALL DOORS SHALL BE 1 3/4" THICK, UNLESS NOTED OTHERWISE. ODE C . H TRIMMED THRESHOLD PROVIDE 1 CLEARANCE MATERIAL PERMIT FULL B 2. ALL DOORS SHALL BE TRIMM AT ESHOLD TO PRO / 4" MINIMUM CLEA CE ABOVE DOOR FINISH 5 ATERIAL TO PER U LL DOOR SWING. 3. CONTRACTOR SHALL VERIFY ACTUAL DOOR HEIGHT REQUIRED FOR DOOR FRAME SYSTEM. 1CJ`�' 4. ALL EXIT DOORS TO HAVE SIGN WHICH READS: 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 1 5. PROVIDE DOOR AND FRAME ASSEMBLY WITH APPROPRIATE LABELS FOR USE IN WALLS WITH REQUIRED FIRE RATING AS NOTED ON SCHEDULE. , 6. DIMENSIONS FOR UNDERCUT DOORS IF ANY SHALL BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. - .�r.•: °P 7. DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 4 INCHES. 8. EXIT DOORWAYS SHALL BE NO LESS THAN 36" IN WIDTH AND NO LESS THAN 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. 9. LATCHING AND LOCKING DOORS THAT ARE HAND- ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 10. HAND- ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 317' AND 44" ABOVE THE FLOOR. 1 1. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE FLOOR OR LANDING SHALL BE LESS THAN OR EQ. TO 1 /2" LOWER THAN THE THRESHOLD. 12. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 13. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 14. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. RECEIVED CITY OF TUKWILA NOV 1 6 2007 . PERMIT CENTER PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 T -5" A.F.F. �) RO. - O. F ~�� � I ��■ T -D" A.F.F. ALL HOLLOW METAL ARE TO BE WELDED FRAMES o I` SEE ELEVATIONS FILL IN NAIL HOLES & PAINT I J PAINT PER SCHEDULE - 1 /4" CORIAN PANEL OVER BLIND DOOR BY OWNER, INSTALLED BY G.C. SEE DOOR SCHEDULE, ROUGH OPENING BY G.C. AREA: 5,439 SF RUNNER FASTENED ���I� ���� 20 GA. STEEL SHEET TITLE: DOOR & HARDWARE SCHEDULES WITH SCREWS TO 11.11111.1.0 STUDS @ DOOR STUDS (AT HEIGHT OPENING, TYP. DOUBLE REINFORCING ' FLOOR ANCHOR °P o v f PERMITTING SCREW ATTACHMENT OF FACING LOCATE JAMB y ANCHOR CLIPS ABOVE HINGE REINFORCEMENTS & JUST INFORCEMEN REINFORCEMENTS CLIPS ON STRIKE SIDE TO OCCUR f l �:. SALES 20 AREA ° CORIAN PANEL 1/4" GYP. BD. OVER PROJECT NO. 0744.03 CUPS SECURED TO FLOOR WITH NO LESS THAN TWO SUITABLE FASTENERS ' , • mo A0.3 5/8" GYP. BD. 5/8" GYP. BD. BY G.C. ZIP BEAD SCALE: BY G.C. DATE: 1 1 -12 -07 DIRECTLY OPPOSITE OF HINGE SIDE. DRAWN BY: RL FINISH FLOOR AS SCHEDULED REVIEWED BY: MW NON -RATED DOOR SHEET NO. A0•3 17 BLIND DOOR HEAD DETAIL 12 TYPICAL DOOR FRAMING 9 BLIND DOOR MATERIAL TRANSITION 5 DOOR SCHEDULES NOTES 3"=12" NTS 6 " =12" N/A 5 5 4 4 3 3 2 1 2 1 C 5 5 4 3 3 2 2 1 1 D C B • VCT FLOORING, S E P H O R A ROOM FINISH SCHEDULE NO. SPACE WALL BASE FLOOR CEILING REMARKS MATERIAL FINISH HEIGHT GROUND FLOOR / / . / / ' DOOR AS SPECIFIED MARBLE SADDLE W/ 101 SALES AREA P -2/P -3 B - 1 PT-3 / WD -1 GYPSUM P -1 13' -7" AFF 102 CORRIDOR P -3 /FRP B -2 WD -1 — --- OPEN TO STRUCTURE PER SCHEDULE REDUCER STRIP (WHITE) WATER TIGHT SEALANT WA S T 103 STOCKROOM P -3 /FRP B -2 VCT -1 — -- OPEN TO STRUCTURE 104 OFFICE P -3 B -2 VCT -1 ACT -1 — 8'-0" AFF WOOD FLOORING, PER SCHEDULE CONCRETE SLAB WATERPROOF GROUT — TILE FLOORING, PER SCHEDULE THIN SET WOOD FLOORING, PER SCHEDULE 105 H.C. TOILET P -3 / FRP INTEGRAL COVE VS -1 GYPSUM P - 1 8' -0" AFF (E) FLASH & PATCH AS REQ'D 106 H.C. TOILET P -3 / FRP INTEGRAL COVE VS -1 GYPSUM P -1 8' -0" AFF -.11MWAIrMr AVIIPe „........,.....,..-.... -,...-------....._.,.... nummannin ° ° ° 107 ELEC RM P - 3 8-2 VCT -2 — — OPEN TO STRUCTURE ° A v° d ° ...0111M1W s° ,. o ° � ° ° ' ° ` (E) CONCRETE SLAB FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 108 BREAK. RM. P -3 B -2 VCT -1 — — OPEN TO STRUCTURE FLASH & PATCH AS REQ'D TSAO L c F 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com 20 WOOD FLOOR TO VINYL SHEET 16 VCT TO WOOD FLOOR 12 ROOM FINISH SCHEDULE — NTS N/A FINISH AND MATERIAL SCHEDULE KEY DESCRIPTION NOTES GENERAL LOCATION FLOOR FINISHES - - M Rase a AX enae , M• Refil Engineering, Inc - 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 PT -1 PORCELAIN TILE BY EUROWEST, NERO MARQUINIA (BLACK), HONED TILE -15 5/8" x 15 5/8" x 3/8" GROUT: LATICRETE " MIDNIGHT BLACK" #22 PT -2 PORCELAIN TILE BY EUROWEST, SATURIO VENATO (WHITE), HONED TILE -15 5/8" x 15 5/8" x 3/8" GROUT: CUSTOM BUILDING PRODUCTS "WINTER GRAY" #335 PT -3 PORCELAIN TILE BY EUROWEST, LUXUS BLACK (BLACK), POLISHED FINISH -15 5/8" x 15 5/8" x 3/8" W/ 1/T GROUT JOINT GROUT: LATICRETE " MIDNIGHT BLACK" #22 W/ CRACK BRIDGING SALES AREA / SEE SHEET No. A4.0 - - - - _ BLIND DOOR p S E LED VCT -1 VINYL COMPOSITION TILE BY ARMSTRONG - IMPERIAL TEXTURE STANDARD EXCELON COOL WHITE #51899 - 12" x 12" x 1/8" STOCKROOM, OFFICE / SEE SHEET No A4.0 VCT -2 VINYL COMPOSITION TILE BY ARMSTRONG - IMPERIAL TEXTURE STANDARD EXCELON CHERRY RED #51816 - 12" x 12" x 1/8" ELEC. RM. / SEE SHEET No A4.0 Juilly Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel: 650.8712282 www.rmjse.com Fax: 650.8712459 RMJ Job No.: 07186 VS -1 VINYL SHEET FLOORING BY ARMSTRONG - POSSIBILITIES, PEI II POINT CHARCOAL GRAY #88210, SHEET W/ INTEGRAL COVE BASE W/ WATERPROOF MEMBRANE TOILET ROOMS WD -1 HARTCO COMM. HARDWOOD FLOORS, PATTERN PLUS 5000 MAPLE (BLACK), 36"L x 4 -1 /2"W x 3 /8'THK. INSTALLED @ 45 W/ BOSTIK'S BEST ADHESIVE BLACK MAPLE #FA00062 SALES AREA / SEE SHEET No. A4.0 PAINT FINISHES P -1 BENJAMIN MOORE, SUPERSPEC " SWISS COFFEE' #OC45, FLAT GWB CEILINGS P -2 BENJAMIN MOORE, SUPERSPEC "SWISS COFFEE' #OC45, EGGSHELL SOFFIT FACES & WALLS ABOVE LINEARS P -3 BENJAMIN MOORE, SUPERSPEC " SWISS COFFEE" #OC45, SEMI -GLOSS BUILD -OUTS, COLUMNS, FULL- HEIGHT GYP BD WALLS & DOOR FRAMES AS NOTED P -4 BENJAMIN MOORE, SUPERSPEC "JET BLACK" #2120 -10, SEMI -GLOSS BLACK STRIPES @ COLUMNS, DOORS AND DOOR FRAMES l : SALES AREA TO STOCKROO EXPIRES: 12 /07/09 NTS WALL BASE DOOR B -1 CUSTOM WOOD CLADDED BASE 8" H X 1/T THK. PLYWOOD W/ ALUMINUM CLADDING BLACK ANODIZED FINISH SALES AREA / SEE ELEV'S. FOR LOCATION & HEIGHT B -2 RUBBER BASE BY ROPPE - 4" HIGH x 1/8" 700 SERIES COVED BASE "BLACK" #100 STOCKROOM, OFFICE, CORRIDOR B -3 BLACK GRANITE BASE BLACK POLISHED VICINO GRANITE, 8" HI x 3/4" THK W/ GROUT JOINT- LATICRETE " MIDNIGHT BLACK" #22 SEAMS TO MATCH STOREFRONT FINISH SEAMS (1/1e) SEE ELEVATIONS & DETAIL V 4'..) 7�9 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 11/09/07 - . : = -:.,_ __ _- _ _ RARE_':�I 1111111➢mifir INm111 aIm1111 TILE FLOOR, PER - SPECIFICATIONS CEILING • "IDOR V ;= _ TOILET ACT -1 ACOUSTIC CEILING TILE BY USG RADAR CLIMA PLUS, #2420, WHITE, FLAT FINISH - 2'- 0'X4'-0"x5/8" OFFICE SEALANT - MATCH THE COLOR OF E ACT -2 ACOUSTIC CEILING TILE BY USG RADAR CL1MA PLUS, #2220 • WHITE, FLAT FINISH - 2' -0"x2' -0"x5/8" MARBLE SADDLE _ _ ii . 2:1 MAX. SLOPE VINYL SHEET W/ MISCELLANEOUS BOND :'EAKER TA P.-• PL -1 PLASTIC LAMINATE BY FORMICA - COLORCORE "BRITE WHITE" #459C -58, MATTE FINISH NO COLORCORE @ BREAKRM. & STOCK RM. , IIL+ 11m111II11n Am THIN SET --- CRACK ': DGI :.:,. ::: =: M -:. B NE ngWIIIIIII: muir11f WOOD =` __ = _ - _- _ WATER PROOF 'BANE _- FR WALL BOARD BY MARLITE FRP P100, WHITE - PEBBLE SURFACE PROVIDE COLOR - INTEGRAL TRIM MOLDING AT TOP EDGE, CORNERS, BOTTOM & SEAMS STOC ROOM &TOILET WALL TO 48 A.F, . PL -2 PLASTIC LAMINATE BY FORMICA - COLORCORE _ "BLACK" #909C 58, MATTE FINISH FLOORIN �, __ .e r - _. . ALUM. SADDLE S5 1 SOLID SURFACING VENEER, BY HUDSON SURFACES PRODUCT CORIAN WHITE - "CAMEO WHITE (1 /4 "THK.) ALL SEAMS TO BE BUFFED DOWN TO CONCEAL JOINT EXCEPT WHEN SHOWN .. _ . ' , a _ 2z{ ° , E STRUCTURAL ,.B SS -2 SOLID SURFACING VENEER, BY HUDSON SURFACES PRODUCT - CORIAN BLACK - "NOCTURNE" (1 /4" THK.) ALL SEAMS TO BE BUFFED DOWN TO CONCEAL JOINT EXCEPT WHEN SHOWN DOOR FRAME ST -1 STOREFRONT GRANITE BASE, 8" HIGH x 3/4" THICK BLACK, POLISHED FINISHED VICINOGRANITE SEAMS TO MATCH QUARRYCAST PANELS' SEAMS (1/16") QC -1 FORMGLAS, QUARRYCAST, FIBERGLASS REINFORCED GYPSUM PANELS WHITE - "SEATTLE SAND" INSTALL PER MANUFACTURER SPECIFICATIONS, CONTACT: NORM GREER 416.635.4109 (E) BA -UP I • JOINT : - OINT QC -2 FORMGLAS, QUARRYCAST, FIBERGLASS REINFORCED GYPSUM PANELS BLACK - "DEEP BLACK" INSTALL PER MANUFACTURER SPECIFICATIONS, CONTACT: NORM GREER 416.635.4109 1 11 -12 -07 10 -08 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW 1 fIc FLOOR TRANSITION @ TOIL 1 u EXPANSION JOINT AT TILE FLOOR 10 FINISH AND MATERIAL SCHEDULE L DATE ISSUE DESCRIPTION BY CHECK NTS NTS N/A PROJECT LOCATION: SOUTHCENTER MALL NEW STORE S Q R 633 SOUTHCENTER PARKWAY SUITE 1 120 TU KW I LA, WA 98118 CONTINUOUS TRANSITION STRIP WOOD PER SET TILE FLOOR, PER SCHEDULE ,. f .u. • CRACK BRIDGING MEMBRANE UNDER ALL PORCELAIN & GRANITE TILE JOINTS w.� .� o.1�� . • CONTRACTOR SHALL REFER TO ARCHITECTURAL SPECIFICATIONS FOR COMPLETE FINISH SPECS AND REQUIREMENTS CO C °Vey 0 ALL FINISHES TO BE APPROVED BY DESIGN ARCHITECT. 15'1' O LARGE PAINT SAMPLES TO BE APPROVED ON SITE BY DESIGN ARCHITECT _________---7-::i10=."..,,, : - . . C`: : ` _ ' -°° I P O 1 11118 86 RECEIVED CITY OF TUKWILA NOV 16 2001 PERMIT CENTER DOOR AS SPECIFIED ■ ■ ■ ■ ■ ■111, REDUCER STRIP %" ALUMINUM BY SCHLUTER OR (EQUAL) FLOORING, AREA: 5,439 SF THIN SET B CRACK BRIDGING MEMBRANE (E) CONCRETE SLAB SHEET TITLE: F1�1! H SCHEDULES LL SEALED CONCRETE FINISH, V.I.F. x < WOOD FLOORING, PER SCHEDULE SCHEDULE, FLUSH W/ TILE —1 /8" GRO UT JOINT, TYP. T //� /�tr�►�: 1lr / /rJfl� � WI&l 1L1aiM 1111111111111111w111- 1111111111111 •1111111111HH1 a ° ° ° ° e , n p ° CONCRETE SLAB ' ° d e ° ° ° ° e ,. d v ` PROJECT NO. 0744.03 (E) SCALE: DATE: 11 -12 -07 DRAWN BY: RL REVIEWED BY: MW SHEET NO. A0•4 17 FLOOR TRANSITION 13 TILE TO WOOD FLOOR 9 FINISH NOTES NTS NTS N/A 5 5 4 3 3 2 2 1 1 D C B • 5 5 4 4 3 3 2 2 1 1 SIgAIRS ;■•■•• r 1 I ,;•=,_ III IMMO I 1111111M! - macy L 113 0 0 . „ . . „ .„.. z SEPHORA SPACE #1120 AREA OF WORK 1111111111111 11111111111111 °MEM al% ftMEIM =mt..= ■•■■• O 0. M.M ACCESSIBLE PARKING • IJ Li . 4 NEAREST PUBLIC RESTROOMS ±600 • JCPenney 7 CI ••• RECEIVED CITY OF TUKWILA NOV 1 6 'ZOO/ PERMIT CENTER • 1 KEY PLAN AREA: SHEET TITLE: SCALE: DATE: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DRAWN BY: REVIEWED BY: Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Jujijy & Associates www.rmjse.com RMJ job No.: 07186 PROJECT LOCATION: 41 7 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 V.7 \ REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 11/09/02 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 SITE PLAN • • 5,439 SF PROJECT NO. 0744.03 11-12-07 RL MW D C B A A 11-12-07 CITY COMMENTS RE-SUBMITTAL RL MW 10-08-07 ISSUE FOR PERMIT RL MW 07-27-07 CLIENT/PRELIM. LL REVIEW RL MW A DATE ISSUE DESCRIPTION BY CHECK 5 5 4 4 3 3 2 2 1 1 SIgAIRS ;■•■•• r 1 I ,;•=,_ III IMMO I 1111111M! - macy L 113 0 0 . „ . . „ .„.. z SEPHORA SPACE #1120 AREA OF WORK 1111111111111 11111111111111 °MEM al% ftMEIM =mt..= ■•■■• O 0. M.M ACCESSIBLE PARKING • IJ Li . 4 NEAREST PUBLIC RESTROOMS ±600 • JCPenney 7 CI ••• RECEIVED CITY OF TUKWILA NOV 1 6 'ZOO/ PERMIT CENTER • 1 KEY PLAN AREA: SHEET TITLE: SCALE: DATE: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DRAWN BY: REVIEWED BY: Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Jujijy & Associates www.rmjse.com RMJ job No.: 07186 PROJECT LOCATION: 41 7 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 V.7 \ REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 11/09/02 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 SITE PLAN • • 5,439 SF PROJECT NO. 0744.03 11-12-07 RL MW D C B A 1/4"=1'-0" BUILDING CORRIDOR REMOVE (E) WALL FOR (N) BACK ENTRY. PATCH & REPAIR AS NEEDED TO MAINTAIN REQUIRED FIRE RATING PATCH & REPAIR SURROUNDING WALL SURFACES AT REAR OPENING & PAINT TO MATCH EXISTING FINISHES. EXTERIOR OF DOOR TO BE PAINTED TO MATCH SURROUNDING FINISHES. 18 DEMOLITION PLAN 10 LANDLORD NOTES ADJACENT TENANT SPACE IS PART OF EXPANSION AREA AT EXISTING MALL, ADJACENT TENANT 1. ALL DOORS, WALLS, FIXTURES, ETC. SHOWN IN DASHED LINES ARE TO BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED. 2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND /OR CONSTRUCTION DUE TO THE CONTRACTOR'S FAULT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. 3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. 4. NO ALTERATION TO THE LANDLORD'S STRUCTURAL MEMBERS ARE ALLOWED. 5. COORDINATE WITH THE LANDLORD OR HIS /HER REPRESENTATIVE PERTAINING TO ANY DEMOLITION REQUIREMENT AND PROVISION AS REQUIRED. 6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANY CODE OR REGULATION, DURING DEMOLITION WORK. 7. IMMEDIATELY UPON COMPLETION OF DEMOLmON, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. 8. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS/HER BID TO ANTICIPATE ANY DEVIATION WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THIS CONSTRUCTION DOCUMENTS. 9. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. 10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY. CONSTRUCTION BARRICADES SHALL BE AS PER THE LANDLORDS REQUIREMENTS, UNLESS PROVIDED BY LANDLORD,IF REQUIRED. 11. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES ONES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. 12. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK REGISTERS, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOB SITE. 13. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, SEWER LINE, GAS UNE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 14. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT AT ONCE. 15. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. DEMOLITION NOTES DEMISING PARTITIONS ARE NON -LOAD BEARING SYSTEMS. ANY LATERAL LOADS NEED TO HAVE STRUCTURAL BACKING INSTALLED. 1. SCOPE OF WORK: THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, ❑EMOLmON, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEUNG AND FRAMES, UGHT FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE DRAWINGS. 2. CODES AND STANDARDS: DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION, LATEST EDmON, AND THE APPLICABLE REQUIREMENTS OF THE GOVERNING CODE, AND OS.H.A. 3, PERMIT AND LICENSES: THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY. AND STATE PERMITS AND LICENSES, AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER. THE PLANS SHALL BE FILED W/ LOCAL BLDG. DEPT. BY THE OWNER. 4. ORDINAMCES AND PROTECTION A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL ORDINANCES AND LANDLORD REQUIREMENTS REFERRING TO THE PROTECTION OF THE PUBLIC AND CONTRACTORS PERSONNEL AND PROVIDE PROTECTION FOR PERSONS AND ADJACENT TENANTS THROUGHOUT THE PROGRESS OF THE WORK. B. THE UMIT OF THE WORK ARE INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONFINE HIS OPERATIONS WITHIN THE LIMITS OF THE WORK AS INDICATED. C. DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS. D. FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. E. ANY AND ALL EXISTING CONDmONS, ADJACENT TENANT PROPERTIES, HVAC AND UTILITY LINES, AND OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN THE EXECUTION OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDFON BY CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE. F. ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY DAMAGES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXISTING TO REMAIN ITEMS. G.DEMOLmON WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND INSTALLED. 5. SITE INVESTIGATION: CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND ANY OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDmONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. DEMOLITION SPECIFICATIONS MALL COMMON NORTH 6. DISCONNECTION AND SERVICES A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE- ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. C. SPRINKLER SHUT -DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF WORK. 7. ABANDONED ELECTRICAL WIRING: CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOUTION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. 8. DEMOLITION: OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW. 9. DISPOSITION OF MATERIALS EQUIPMENT AND DEBRIS A.MATERIALS AND EQUIPMENT TO BE SALVAGED:* MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE REQUIRED FOR REUSING THE ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. B. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED:' ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTORS RESPONSIBILITY 10. CLEAN UP: *SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION OF ALL DEMOLMON WORK, CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDmON, SATISFACTORY TO LOCAL AUTHOR[ES AND THE ARCHITECT. THE CONTRACTOR SHALL REPAIR ANY ADJACENT TENANT WALL, LOBBY FLOORING, ETC. TO THE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE DEMOLITION PROCESS. RECEIVED CITY OF TUKWILA NUV I 0 LUU/ SHEET TITLE: DRAWN BY: REVIEWED BY: FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 Emphasis On Excellence M• Retail Engineering, Inc. Robinson Meier Juilly & Associates cvww.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 DEMOLITION PLAN 5,439 SF PROJECT NO. 0744.03 SCALE: 1/4"=F-0" 11 -12 -07 N/A 3 N/A 2 1 v8og EXPIRES: 12/07/09 JONATHAN TSAO STATE OF WASHINGTON 11/09/09 SHEET NO. D C B A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 1/4"=1'-0" BUILDING CORRIDOR REMOVE (E) WALL FOR (N) BACK ENTRY. PATCH & REPAIR AS NEEDED TO MAINTAIN REQUIRED FIRE RATING PATCH & REPAIR SURROUNDING WALL SURFACES AT REAR OPENING & PAINT TO MATCH EXISTING FINISHES. EXTERIOR OF DOOR TO BE PAINTED TO MATCH SURROUNDING FINISHES. 18 DEMOLITION PLAN 10 LANDLORD NOTES ADJACENT TENANT SPACE IS PART OF EXPANSION AREA AT EXISTING MALL, ADJACENT TENANT 1. ALL DOORS, WALLS, FIXTURES, ETC. SHOWN IN DASHED LINES ARE TO BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED. 2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND /OR CONSTRUCTION DUE TO THE CONTRACTOR'S FAULT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. 3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. 4. NO ALTERATION TO THE LANDLORD'S STRUCTURAL MEMBERS ARE ALLOWED. 5. COORDINATE WITH THE LANDLORD OR HIS /HER REPRESENTATIVE PERTAINING TO ANY DEMOLITION REQUIREMENT AND PROVISION AS REQUIRED. 6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANY CODE OR REGULATION, DURING DEMOLITION WORK. 7. IMMEDIATELY UPON COMPLETION OF DEMOLmON, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. 8. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS/HER BID TO ANTICIPATE ANY DEVIATION WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THIS CONSTRUCTION DOCUMENTS. 9. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. 10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY. CONSTRUCTION BARRICADES SHALL BE AS PER THE LANDLORDS REQUIREMENTS, UNLESS PROVIDED BY LANDLORD,IF REQUIRED. 11. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES ONES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. 12. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK REGISTERS, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOB SITE. 13. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, SEWER LINE, GAS UNE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 14. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT AT ONCE. 15. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. DEMOLITION NOTES DEMISING PARTITIONS ARE NON -LOAD BEARING SYSTEMS. ANY LATERAL LOADS NEED TO HAVE STRUCTURAL BACKING INSTALLED. 1. SCOPE OF WORK: THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, ❑EMOLmON, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEUNG AND FRAMES, UGHT FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE DRAWINGS. 2. CODES AND STANDARDS: DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION, LATEST EDmON, AND THE APPLICABLE REQUIREMENTS OF THE GOVERNING CODE, AND OS.H.A. 3, PERMIT AND LICENSES: THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY. AND STATE PERMITS AND LICENSES, AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER. THE PLANS SHALL BE FILED W/ LOCAL BLDG. DEPT. BY THE OWNER. 4. ORDINAMCES AND PROTECTION A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL ORDINANCES AND LANDLORD REQUIREMENTS REFERRING TO THE PROTECTION OF THE PUBLIC AND CONTRACTORS PERSONNEL AND PROVIDE PROTECTION FOR PERSONS AND ADJACENT TENANTS THROUGHOUT THE PROGRESS OF THE WORK. B. THE UMIT OF THE WORK ARE INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONFINE HIS OPERATIONS WITHIN THE LIMITS OF THE WORK AS INDICATED. C. DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS. D. FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. E. ANY AND ALL EXISTING CONDmONS, ADJACENT TENANT PROPERTIES, HVAC AND UTILITY LINES, AND OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN THE EXECUTION OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDFON BY CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE. F. ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY DAMAGES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXISTING TO REMAIN ITEMS. G.DEMOLmON WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND INSTALLED. 5. SITE INVESTIGATION: CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND ANY OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDmONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. DEMOLITION SPECIFICATIONS MALL COMMON NORTH 6. DISCONNECTION AND SERVICES A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE- ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. C. SPRINKLER SHUT -DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF WORK. 7. ABANDONED ELECTRICAL WIRING: CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOUTION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. 8. DEMOLITION: OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF ANY, ARE LISTED BELOW. 9. DISPOSITION OF MATERIALS EQUIPMENT AND DEBRIS A.MATERIALS AND EQUIPMENT TO BE SALVAGED:* MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE REQUIRED FOR REUSING THE ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. B. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED:' ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTORS RESPONSIBILITY 10. CLEAN UP: *SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION OF ALL DEMOLMON WORK, CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDmON, SATISFACTORY TO LOCAL AUTHOR[ES AND THE ARCHITECT. THE CONTRACTOR SHALL REPAIR ANY ADJACENT TENANT WALL, LOBBY FLOORING, ETC. TO THE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE DEMOLITION PROCESS. RECEIVED CITY OF TUKWILA NUV I 0 LUU/ SHEET TITLE: DRAWN BY: REVIEWED BY: FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 Emphasis On Excellence M• Retail Engineering, Inc. Robinson Meier Juilly & Associates cvww.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 DEMOLITION PLAN 5,439 SF PROJECT NO. 0744.03 SCALE: 1/4"=F-0" 11 -12 -07 N/A 3 N/A 2 1 v8og EXPIRES: 12/07/09 JONATHAN TSAO STATE OF WASHINGTON 11/09/09 SHEET NO. D C B 5 5 4 4 3 3 2 2 1 1 18 - - - . SE P H O R A I A1.2 I - _ 15 I I OTTOM OF MALL BULKHEAD BY L.L. T OP OF LIGHT TROUGH BY L.L. MALL NEUTRAL I L 13' -T' OTTOM OF LIGHT TROUGH BY L.L. MALL NEUTRAL (E) PIER TO REMAIN, GC TO PROTECT DURING CONSTRUCTION & PATCH & REPAIR AS REQUIRED (E) PIER TO REMAIN, GC TO PROTECT DURING CONSTRUCTION & PATCH & REPAIR AS REQUIRED FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 / / / 7 / / 7 ( \ \ \\ \ \ \ \ \ \ \ \ \ \ \ ; / / // / / / / : TSAO ": 1- ' _ 1,M- 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com _ STOREFRONT BARRICADE MUST BE CONSTRUCTED WITH (1) LAYER OF 5/8" THK. FIRE -RATED GWB ON 3 -5/8 MTL, STUDS, TAPED AND PAINTED (2) COATS OF (P -3) PER FINISH SCHEDULE LEASELINE LEASELINE I DOOR & DOOR FRAM E I SPACE #1120 PER LL'S S ECIFICATIONS ADJACENT I ADJACENT TENANT ! TENANT -- Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 Fax 614.818.2337 15 BARRICADE ELEVATION AT SPACE #1 120 • 3/8" =1 2 1 ' LEASELINE AT ±3" BEHIND UNE LANDLORD BARRICADE NOTES ® OF MALL BULKHEAD a l k 18'-0" - TENANT BARRICADES MUST REMAIN IN A SEALED CONDITION. — THE STOREFRONT BARRICADE CANNOT BE REMOVED PRIOR TO CONSTRUCTION COMPLETION AND STORE OPENING. — THE TENANTS G.C. WILL PROVIDE INSTALLATION OF A DRYWALL BARRICADE AT STOREFRONT. THE TENANT SHALL REIMBURSE LANDLORD FOR USE OF SUCH BARRICADE AS PROVIDED FOR IN IT'S LEASE. CONTRACTOR WILL BE ASSESSED A FEE FOR ANY DAMAGES NECESSITATING REPLACEMENT OR REPAIRS - THE BARRICADE MUST REMAIN RIGID, SQUARED, AND PLUMB THROUGHOUT STORE CONSTRUCTION. — CONTRACTOR SHALL COVER TOP OF THE BARRICADE TO THE SOFFIT WITH VISQUEEN (AT LEAST 1 MIL WEIGHT) TO ENSURE THAT NO CONSTRUCTION DUST ENTERS THE COMMON AREA. IF IT BECOMES NECESSARY FOR CENTER MANAGEMENT PERSONNEL TO CLEAN THE AREA IN FRONT OF THE STORE DURING CONSTRUCTION BECAUSE OF CONSTRUCTION DEBRIS OR DIRT, THE CONTRACTOR WILL BE CHARGED THE APPLICABLE BILLABLE RATE FOR THE TIME AND MATERIAL EXPENDED ON THE CLEAN UP. - THE EXPOSED MALL FLOOR FINISH SHALL BE COVERED BY PLYWOOD, CARPET OR MASONITE TO PREVENT DAMAGE TO IT. - A BARRICADE DOOR WILL BE FURNISHED BY THE LANDLORD AND A PADLOCK PROVIDED. THIS DOOR SHALL REMAIN IN A CLOSED POSITION AT ALL TIMES. THIS WILL PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE SITE AND HELP CONTAIN DUST WITHIN THE SPACE. — IF THE SPACE HAS A SERVICE CORRIDOR DOOR, THE DOOR MUST REMAIN CLOSED AND LOCKED AT THE END OF THE CONTRACTOR'S DAY. — SIGNAGE MUST BE APPROVED BY LANDLORD AND GRAPHICS SHOULD BE INSTALLED BY GENERAL CONTRACTOR. — BEFORE REMOVAL OF THE STOREFRONT BARRICADE, A MEMBER OF CENTER MANAGEMENT STAFF WILL INSPECT THE LEASED PREMISES. REMOVAL OF THE BARRICADE WILL BE COMPLETED BY THE GENERAL CONTRACTOR. — UPON COMPLETION OF THE JOB AND FOLLOWING REMOVAL OF THE BARRICADE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PAINT THE SOFFIT ABOVE THE TENANT'S SPACE. SOFFIT PAINT SPECIFICATION IS FLAT CEILING WHITE. — DO NOT ATTACH BARRICADE TO LANDLORD STRUCTURE. - PROTECT ALL LANDLORD FINISHES. �`0 FC — COORDINATE GRAPHICS WITH MALL MANAGEMENT � CO!; • // J'uiUy Structural Engineers 103 'Linden Avenue Robinson Robi So. san]?rancisco,CA94o80 &Associates Tel: 650.871.2282 -wise-nom Fax 650.8712459 RMJ Job No.: 07186 o1TOMOFDECK 15' -0" OTTOMOFMALL BULKHEAD BY L.L. ___.__ 14' 0///1 01" 431- HT TRROUGH OUGH B BY L.L. t 3 -OM OOFLIGHT TT TROUGH BY L.L. STOREFRONT BARRICADE MUST BE CONSTRUCTED WITH (1 ) LAYER OF 5/8" THK. FIRE -RATED GWB ON 3-5/8" MIL. STUDS, TAPED AND PAINTED (2) COATS OF (P -3) PER FINISH SCHEDULE EXPIRES: 12 /07/09 'A PROVIDEVISQUENE DUST BARRIER R EF3E V . 5 09 HEGI p JONATHAN MAO STATE OF WASHINGTON 1, 3' -0" SPACE #1120 .- "�" MALL COMMON 18 BARRICADE SECTION 2 GENERAL NOTES 6 3/8 / NTS - rti _ ,_„ s ° r.V15N 1 e 5 _-- — � ' _ - _- 1 — -- .e -\ - — — — '� .. _ 1 I — _ r _ _ - SPACE # 1 120 \ „ � ` n 11 - -07 10 -08 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK ����� PROJECT LOCATION: SOUTHCENTER MA L L NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 DEMISING WALL DEMISING WALL ADJACENT TENANT NI - � – \ \ 1 ADJACENT TENANT - 7 - 4: -_ ,/ N. % - -- I Y _. - - T. - — — — — — — — ,'>-: — —��� — \ 7 — . AREA: 5,439 SF SHEET TITLE: BARRICADE GRAPHICS — MALL NEUTRAL PIER - - -- (E) GC TO PROTECT DURING (E) MALL NEUTRAL PIER - GC TO PROTECT DURING CONSTRUCTION I ` ' 1 CONSTRUCTION LEASELINE BARRICADE TO EXTEND DOOR & DOOR FRAME i 3' -0" OUTSIDE THE LEASE PER LL SPECIFCATIONS Q (E) MALL LIGHT TROUGH ABOVE LINE, MAX. - BUILT BY GC PER LL SPECIFICATIONS ' OF STOREFRONT & BARRICADE DOOR PROJECT NO. 0744.03 (E) MALL GWB BULKHEAD ABOVE 45'- 115/s° SCALE: V.I.F. 411.1 I / Q ® d +► DATE: 11 -12 -07 DRAWN BY: RL W \ '� RECEIVED E E R C CITY OF TUKWILA MALL COMMON NOV 1 6 2007 REVIEWED BY: MW SHEET NO. Al •2 PERMIT CENTER 13 BARRICADE PLAN AT SPACE #1 120 3/8 " =12" 5 5 4 4 3 3 2 2 1 1 ADJACENT TENANT E P H Q R A / / / / / / / / SEE ELEC. DWGS. FOR 1 HR DEMISING WALL W/ (E) STUDS ALL BACKSTAGE DATA &ELECTRIC POWER, i �� TYPE 'X' GY BD.FULL HEIGHT 811p LAYER EQUIPMENT, TYP. I TENANT SIDE, TYP. i I 1 18 -0' E , El i E E / I I of F / / 1 I 1 Q 1; 1/1" 26-5 1/4" 11' -7 1/2" 15' -1 3/4" LL to LL 29'-11 1/T 15-0" i 3' -9" 3' -6" 6-0" 5' -4 3/4" 40 0 e � 14' -6 1 /8" - 25' -0 3/4" 13 ; 6' -5 1/4" 9'-6 1/2" I I I � / � �� m �� � ! I A6.1 �e I I N. I 1 2' -10 1/2" 6' -5 1/4" 2' -10 1 /2 25'-0 3/4" A7.2 2' -10 1/2" i 9' -6 1/T y -4" , I (8) WALL UNITS HOLD 5-4" MI (2) WALL UNITS HOLD ( '' (8) WALL UNITS HOLD A � v °° 2) WALL UNITS HOLD (3) WALL UNITS HOLD (3) WALL UNITS II . -_ --- -TOLD " � T= ■ PI I I I t I 1 SAN FRANCISCO, CA 94105 \1_1 I I i om /�i/�ai//ii r I I T °:R ¶+ _ - NETWORK � = O r' � - r - _ % a% - , L I �_. i I ��i/i/iimmiaa � %% j iia/////�., : __ © :Ti':zT - /rl cam/////// _ --- T-L o ( : __. - �, L- _- _ _ �_ _ __ -. . _ _ _ I I + L _ _. ___ I ( �- �_____ �._ __ __�__ -_ _�?xT� _�__ _.-- ____L___._ - _ -. - - - � �� - - _ _ ._. _ _. .._ -- PAINT P: P -4 SEE ELEV 107 ELEC. RM. % i I I j 12' -9 3/4" P _ 3 I P i TYP. TYP. & I 1 1 1 : 2, / 1 ...... I II jir r: I o wl � r- ., 1 1 " ' ll _ � _ AREA = 85 SQ.FT � a B ACEL I %~ �U - - - � T -6 5/8" 6' ;$" 9' -5 1 /4" $' -1 1 /8" 5' -0 10' -5 3/8 9 ' -3 T - 10 -6 -_ Ii s ue:' `` 41 Mo nt ome Street 9 rY 415.398.5500 p 415.398.5510 f www.tsaodesign,com • . -.__ fi _ -- i © ' - f �, -- - - - -- le , - r/� / / / / /�// / / ///i/�i/ ���ar / / / / / / / / / / / �� • o r -� `-- ! % // % I 1 {{ I I I N I _ i _ l J FIELD VERIFY BRACE ! I o FRAME LOCATIONS ALONG GRID'S' •• ______ f I II _..._ -_ RECEIVING DESK i _ �( i I i II I I I I; -- + _ _..__._1I ' A710 I ` I L I i I I ! I c - -- a. - I ism - __. I -4- _ __ .- _ _ _ . I I - 1 -- -- - I -. I . 1 I I - 1 1 I I ; I X 1 1 I 11 1 I / , ) _ _ y I ` i� T I ! - -- r - I / }-- -_ . _. _ - _L _- - - fi I I _ __ __ - �_ _ _ � � I (3) UNffS HOLD I I ! I I I 3 „ 3 " "' -_. % i I 1 j __ --- - -- - I I I I I I I 1 .: I I '" STRUCTURAL BEAM �_� 1 1 1 I I I I I� �I�� I i I , I I I ® I �, _ I // �/iii I I I I � � is ! ^ I ... _ I ! ¢ 'W 0 0 O M _ iilin ia//�a.// .. • / 51M . 0 b i i// / / / I 17e: I,': � / ��// 1 ! M -- / / / / / / / / / ///O / / / /�i � ////// /// / / ///// /U / / O U %� %/iiia� riij _ -; E / / / /%//� ... I l j I I 1 � _ -- _- I _ I � �� ; -r- = :0 Lo _ ..._ _ _�.. - �1 l I I "°® III 1 I� I I I I I I 1 1 1 I 11 19 0.9 103 STOCKRM. 1.4 � �._. O I - . :::: �-- "" II I I 3 x12 I 1:' I AREA 1 u ; ; -, If,/ I I L.. r _..__ I j -� I ; - - - = 680 SQ.FT .�.... OCC = 2 PERSONS I �� 48 "x 12" I"I 36 "x 12 I' .. I c!.1 48 "x12" Ifi x2 " I . Fi_i I I ■ {-r 11 L - L l - , i ! Emphasis On Excellence M efail gineering 750 Brooks e d 9 e Blvd. edge Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 o ' I r- 5 I - - i % 1 8" 7 8 / i �. ; % - -7 / 2'_�„ I 1 1 . . . � A7.0 1 I I ( y b I F 1 I MALL COMMON 1 r ? �i ' I % `1-1 _ % 5Ai Ft I -- T ' I Ir I' +x t. i T �i _ I - - -�- i I ��` r-- -- '' � �..._._ !f OF STOREFRONT ENTRANCE 'I 1�''�'�i�L��1 I I ���, I l04 OFFICE _:III AREA S5 SQ.FT 'I 48 "x12" 36 "x12 1�'I �' i �G�.FP I I 6 I I 1 1 II ' \ I I I j 11 I i 1 II I I I 1 1 � I 1 i % % /' T =i �' ' l I ®� r 1'� A�.O 1 I j I I i i I OCC = 1 PERSONS 48 "x12" 36'x12" 1 �� / { I I I I I - - _I � ..._ I I� % - - r I I I I! I I % (C ) Z r =' I I .. -. - 48 ° x12" r 36 "x121 � � i ' _� ti ■ I E° ! I ' I I � I I I �. - - ! I , BUILDING I UJ � II II 6 2 u v 1 \ `L _ . -_ : __ _ // % i RMJ Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 Juilly & Associates Tel: 650.871.2282 Fax 650.871.2459 RM7 Job No07186 O 48 2 CORRIDOR 1 I / I I - _ _ __ v i / %d/ / / /� I i 1 % 1 / I '• I 1 -, cn I I I I 4 cv 1 . I 1 T 1 I I J 1 I I I I I I 1 J CORRIDOR WALL 1 SHALL BE FULL HEIGHT ONE HOUR WALL EN S////%%/% SU : FACE S :EVES 8' IN 10' 1/a il % G4 / ~ I • M1� BIL. To W HO n � � y . - - _ -, __- � " � 7' - 3 `,' ; I '' io -1 _ 7 . ff ¢ a Y 1 / 7 7 - - - - %O O// Gt; "% / // /// m e o d � ---.- _ Pir II � ,, � 1411111 I ' 4- 9'-6 1/2" _� (N) (ELEC. FLOOR BOX, TYP. / /00 //%T / 7 //% /// (N) WALLS TO MATCH E CONSTRUCTION. O MAINTAIN REQUIRED O //j ^. - -. I I --- - " - -. 1 -- HOLD p (3) WALL U Ff5 HO I O _ to - " j -- - -. I EC. DWGS F ADDITIONAL POWER 8. DAT I I THROUGHOUT SALES AREA. A + r -.- i I - _ -_ __ - 1 _ I I j �/ / /// '� - :,; _ ; I _ _ rr- r -. __ _ .. _ - �' _ . T -- .. 1 1 ; i I I ` �/ ij I j ,i c v - ,- I f ! I T -I I j f I I ! ! I,, I SHALI H O I " Y ' ; I i I A7 Z I I I ;( --,- _ _._ -. _ _ J I; i I _ I ' 4 + - ! ' ¢ I I - - ` 1 i _� SEQ �� ; 1 I __ I P -3 & w I LEASELINE I 1 I I 1 I 1 -� a - t ., L ' SERVICE CORRIDOR 1.7 I 4 ` I I � 11 /// / % / /// //% _i -_._.. o mg 2' 1/2"' 6-8 1/2" A7.0 -4 PAINT EXPIRES: 12/07/09 N'809 REGISTERED ARCIifTELT JoNATHANT$A0 STATE of WASHINGTON 11 /09/09 O Z O Eio / //% / /NO/ ��+�� I ELEV. I / / /.11 % / %ii / //a %// _ , ,- ! P -4. 1 1 I � I 1.3 O O ° -� - I _r_,.:, I J 1 / ,---6 % l U/// ///// // j \ -.. TM �_. _. -- _ - - _ .. _... _ - - - 1 F 1 : i _ . ... � _ A _ - -_. = ? T .__ __.__..._. - 21t - - 7' E T i T _ _....._ -r - - - - G� 0 / /�/��.�/ I: � - 1 1 I 2' -10 1 /2' 1A1 31' -3 1 /4" / !. la! 7 A % % mm t 2' -10 1/2" 6' -5 1/4" 1' -6" 6-5 1/4" 1' -6" 9' -6 1/2" _ -- _ - _ C ..�/�,�/,� 102 CORRIDOR -- � = j l I ` lee 1 cv 18' -10 1/4" i I I � ®� AREA = 208 SQ.FT • ! e (6) WALL UNITS HOLD f FURR OUT COLUMN W/ 7/8 FURRING STRIPS & 5/8" GYP. BD., TYP. AT ALL LOCATIONS (10) WALL UNITS HOLD (2) WALL UNITS HOLD (2) WALL UNITS HOLD (3) !WALL UNffS HOLD � � I % l/ / / f / % % / % / % / / / % //////%/ /O / ////l / I I / 11 � 4 � � / I 1.6 / / i A ` � A7.4 ADJACENT TENANT i G z ® i r A �� � ) P zo,,, I I ! ; I V°.' ` 1 I II 101 SALES AREA I I , 1 III • l � • E � I AREA = 4,328 SQ.FT OCC = 144 PERSONS 1 O1 \ 1 • mil / 1 a / 1 a !, �■ I . - . - �� 5 LB. ABC FIRE EXTINGUISHER PATH OF TRAVEL TO EXITS , 1 I O�/i /! ����O�O� / 0� 0�� I N CASH WRAP r -fTVFOrigl i: C i\ 1 3C LL TO LL LL TO LL I I LL TO LL i 111' -0 3/4" i rOO� L. i 1 OVE ,§ ` ' LL TO LL I I I I S ‘ I e y e I 106 HC TOILET 105 HC TOILET a ---i----7-7-._s -- - -` 1 AREA = 70 SQ.FT AREA = 70 SQ.FT A8.0 1 un t) 0 -1- NORTH I RECEIVED CITY OF TUKWILA NOV 1 6 2007 II, PERMIT CENTER n 11 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 18 NEW WORK PLAN PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TU KW I LA, WA 98118 1/4 " =1' -0" 1. SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. PERIMETER UNIT FINISH OPENING S IZ E 12. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRING TO HAVE METAL CORNER BEADS SPACKLE AND NOTES: I ROOM NUMBER I 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO SMOOTH. EXISTING FIELD CONDITIONS. 13. THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED OR DAMAGED FROM THE BUILDING 3 - WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. STRUCTURE DURING DEMOLITION /CONSTRUCTION. 4. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB) UNLESS 14. ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED WITH A UQUID DETERGENT OTHERWISE NOTED ON PLANS. AT COMPLETION OF CONSTRUCTION. 5. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN 15 PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED SPECIFICATIONS OR INSTRUCTIONS. TO MAKE ASSEMBLY RIGID. 6. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. 16. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS & STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 7. UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS 17. THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL PAPER COVERING APPLIED TO THE INSIDE OF THE EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES STOREFRONT GLAZING DURING MERCHANDISING, IF REQUIRED. AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. 8. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND 18. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO INCLUDE EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORKS WILL BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. BE AS SPECIFIED AND FREE OF DEFECTS. 19. G.C. SHALL SUPPLY & INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MWC APPLIED & INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. GC - REFER TO SHEET A7.8 FOR ALTERNATE LOCATION OF OUTLETS BENEATH GONDOLA FIXTURES WHERE CONFLICTS OCCUR -REFER TO SHEET A7.1 FOR WALL TYPE PARTITIONS * - EXTRA FLOOR RECEPTACLE (ALWAYS ADD 4 -6 OUTLETS TO FILL IN GAPS FOR FUTURE USE I - OFFICE PARTITIONS TO BE FULL HEIGHT TO THE UNDERSIDE OF DECKING, TYPICAL UNITS N ITS S 2 SIZE EACH 37 1 /4" ADD 2 3/4" INCHES 77 1 /4" FINISH OPEING SIZE 6' -5 1/4" ;p1 SALES 1 ROOM NAME i e v h " 1 " DETAIL NUMBER 3 37 1/4" 2 3/4" 114 1/2" 9' -6 112' AREA: 5,439 SF A100 SHEET NUMBER j �- - �" 4 37 1 /4" 2 3/4" 151 3/4" 12' -7 3/4" SHEET TITLE. NEW WORK PLAN 1 ELEVATION NUMBER 5 37 1/4" 2 3/4" 189" 15-9" A100 6 7 8 37 1 /4" 37 1/4" 37 1/4" 2 3/4" 2 3/4" 2 3/4" 226 1 /4" 263 1/2" 300 3/4" 18' -10 1 /4" 21' -11 1/2" 25-3/4" SHEET NUMBER 1 1 SECTION DETAIL NUMBER / PROJECT NO. 0744.03 A100 NUMBER SHEET 9 37 1/4" 2 3/4" 338" 28' -2" 9. FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE SHALL COORDINATE WITH MWC FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION, ALL WOOD PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF REQUIRED BY SHALL BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. 10. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 11. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND® INSTALLATION DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRATION FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING OT THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. SYMBOL DESCRIPTION PARTITION TYPE, SEE DETAIL 5, SHEET A7.1 SCALE: 10 37 1/4" 2 3/4" 375 1/4" 31' -3 1 /4" DATE: 1 1 -12 -07 FLUSH FLOOR MOUNTED GROUNDED DUPLEX RECEPTACLE W/ COVER, SEE ELECT. DWGS. 11 37 1 /4" 2 3/4" 412 1/2" 34' -4 1/2" DRAWN BY: RL (� 1 DOOR NUMBER, SEE DOOR SCHEDULE, SHEET A0.3 O EXTRA FLUSH FLOOR MOUNTED GROUNDED DUPLEX RECEPTACLE W/ COVER, SEE ELECT. DWGS. ORIENT HORIZONTALLY WALL MOUNTED DUPLEX RECEPTACLE @ STOREFRONT BASE, SEE ELECT. DWGS. 12 37 1 /4" 2 3/4" 449 3/4" 37-5 3/4 " REVIEWED BY: MW 13 37 1/4" 2 3/4" 487' 40' -7' SHEET NO. A2•O SYMBOL DESCRIPTION 14 37 1 /4" 2 3/4" 524 1 /4" 43' -8 1 /4" 17 PERIMETER UNIT SCHEDULE 13 GENERAL NOTES 5 NOTES & POWER SYMBOLS 1 CONSTRUCTION SYMBOLS NTS NTS 5 4 4 3 3 2 2 1 1 C B A ADJACENT TENANT SEPHORA B� / CC � ; 118' -0" / E / I E 77 E. F l / i 1' / 1/ 26' -5 1/4" 11' -7 1/2" LL to LL 15-1 3/4" ) 29' -11 1/2" 15' -0" 3' -9" 3' -6" 6' -0" 5' -4 3/4" I , I / f r , , ,, ,, K-- i I 107 ELEC.RM. ∎ 'N r CABINET T Pr T T T I T T T I T I J T T T 7 7 f i I I I I I I - � tt T-T I T LJ V !� 7� t /j f T I T y , / /�1�� /�f���lff��� /��f�G� I I I I I 1 4" I I 11 FIRST MARKET R K Ef TO W E R 525 MARKET STREET, 11TH FLOO R SAN FRANCISCO, CA 94105 ri�•rr�r�•* r�ri.r�irrirr % rr % / / / /// - - PANEL 'W MASTER �C I ".. SLAVE LCP PANEL "�„ % j J __________ - \ --.� %- / / //// //_ % j % � � r �// / / / // - j , / � / / f��f //� // j j r % / / / /�� - - - - � - I / � % % , � � I o Q 2 .� o \ 107 ELEC. RM. T.,. : I - ' R 1 I � i „Z 20 a 0 0 0 , I 0 TAO �.� �� � ri � '%;:.• 415.398.5510f www.tsaodesi 9 n.corn .. � o �� I 11 • 8 " - - " , -- 111 ► I I � ' - - I � — I ■.� � � I � S0" L � I �' I j 38 -- 38" 3-7" 50" 50" 3' -9" �, 3 4" 4-0MIN I __ ,..-- � ' I 1 . ; : I I I ' 1I I I I � © - \ .. 0 - I I 1 1 pirr $" I i 4z w 1 1 1 I I '" g" II z O 0 I. II .... i I I I I 11 wa di! IN III a 111 Is 1 0 .., ...., 3'-3 1/4" r/' 0 9 - �i / / /�///r . , _ _ I r / � ' Ir e „4 / / �//// /• u I I I - � y ,o I i 11 36 x12 I �.... - ....... ' 18' -10" —.. ■ CD / / ^ . 7 I I/ 1 1 0.9 / MALL COMMON 48 II I 103 STOCKRM. I 1 — � _ 1: �� 4$ "x12" III �� 36 ° x12" �� © - 3 ' -8 " f 5-2" C1 © I I I I I ~ �■ - - - 48"x12" 36"x12" f Emphasis On Excellence M•Retail Engineering, Inc. 750 Brooksedge Blvd . Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 ~ ir 1 1 I 1 f f _ — 'I 48 "x12" II II 36 "x12" ' 1 j Y o / IAI �% / % % j 0 I ` O CASHWRAF & BEAUTY TO GO FIXTURE �, I k rji ■ I / .� I C` I F b III }� i1L• 3' -6" — I �I — 3' 8" i � w ■' '_, ��� 3' -6" I! - I 36 x12 " I L L � — OF GYP. BD. WALL & FEATURE FIXTURES — — — — T-""� 104 C I � L 4' -2" OFFICE I I , '� \ \ 1 , ( I I , j 1 1 I I I I r 1 csr J I I f I I I I 1 I / 48 "x12" ■ ■ I 1 i , 3'-4" �� I \ 3' -6" 3' - 6' -2" ■ 1 f I ---/ / f ■ c i 11 N T En ::: 12" I' II 36 "x 12" I ' I� ®o I 4 ' -8 " l'qP a, '// /� i % /� / /�i //� / rte/ , ~� - ,I it I : .I �^ 48 12 II „ 2° 36 1 I' ♦ �► \ I CORRIDOR I —. S a _...1,...1.,_ �� RM J Structural Engineers Robinson 103 Linden Avenue Meier 50. San Francisco, CA 94080 Juilly &Associates Tel: 650.871.2252 mow. O}] NO. 07186 Fax 650.8712459 �J J \ / / % % / / / / / / / / / / /o ///////////1//% I ■ I `` It . fly) r = ��/ ��/% - • 3 I % r�r��r.arrr� 0 0 I ii ' II ! II Ltd 0 4' -0" I « •' `% © 3' -8" 3' -8" 1 1 ' I 5' -0 � I % % 3' -7" %i 0 4' 4'-8" 5' -0" 4'410" l� El. -� ■ 0 �� �% z 0 z 20 z i t I I I II , I I ,.a -17 z 0 ,..... r 0 J EXPIRES; 12/07/09 s IST D ARCHR'RCT STATE OF WASHINGTON NGTOAI 1 1 /09/0, a l � II I 1 ■ I I j ` ////�/////f / / ��/� /�� am / - aaiiaii tea / - / j j1 / I j i r i I % d d d Y 1 1 _ 1+ I1 1 1 J. +i 1 d 1 i.. 1+ J. I. li . 11 11 11 + 1 1 1 i J. . 1 1 e , I MM 0 mom' d I 1 a 1 % e :...: /v im//�/a _ c I ~ "' 10 // II 102 CORRIDOR r % / % // - I/O / /O/ % % % ///% /// % % % / /�///, '�// // �/ / 00 /%/ /////// % % / % ( II II III ADJACENT TENANT E I � I O� II 1 84' -8' 101 SALES AREA ! �� �� COD C ®�pP \ TAL:\ Al,\ t ‘ gpB r @�� \14\1'4'13 t 1 ny. 1�1JF I 1 ,�' .: ` . ,J3 , K..t ��� A an N. _ Ar 18' -6" : 7' -11" I LL TO LL LL TO LL I I LL TO LL 1 ! 111 ' 0 3/4" \1i - I LLTO LL I I w 106 HC TOILET 105 HC TOILET I 11 I NORTH _ dlk ' n 11 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TU KW I LA, WA 98118 18 FIXTURE PLAN 1/4"=11-0" O OFFICE MILLWORK (V.I.F. ACTUAL DIMENSIONS FOR MILLWORK) 9/A7.4 lg BREAK AREA TABLE W/ FOUR (5) CHAIRS 0 PERIMETER FIXTURE & IMAGE BOX 11/A7.4 10 RECEIVING DESK 9/A7.4 42 COLUMN MERCHANDISE FIXTURE AREA: 5,439 SF O ILLUMINATED ONE, TWO & THREE - SECTION GONDOLAS W/ MIRRORS AT EA. END; ENDCAPS WHERE INDICATED 5/A7.4 11 PANTRY AREA (V.I.F. ACTUAL DIMENSIONS FOR MILLWORK) 13/A7.4, 14/A7.4, 15/A7.4 20 DISPLAY PERIMETER FIXTURE - SEE INTERIOR ELEV'S FOR NUMBER OF SHELVES 18/A7.2 SHEET TITLE: F I XT U RE P LAN O GIFT FIXTURE - 12 EMPLOYEE LOCKERS, VERTICALLY STACKED, WITH INTEGRAL GARMENT RACK - 21 SKIN CARE TABLE O PROFESSIONAL ACCESSORY FIXTURE - 13 ELEC. DRAW NGS CLOCK, COORDINATE WITH - O ITEM FIXTURE 45 MOP SINK 6 BEAUTY TO GO STANCHION - 14 BULLETIN BOARD, BY OWNER - O PLATFORM PROJECT NO. 0744.03 O CASHWRAP 7/A7.4 24 (4) WAY MAKE -UP STATION 47 UGHTED WALL MOUNTED MAKE-UP MIRROR SCALE: O STOCK SHELVING, SIZED AS INDICATED - 16 ANIMATION TABLE - O LIGHTED FEATURE WALL FIXTURE - DATE: 1 1 -12 -07 17 MIRROR AT BACK OF HOUSE O MOBILE SHELVING 49 WALL MOUNTED TV ON BRACKET + DVD - DRAWN BY: RL SYMBOL DESCRIPTION DWG. REF. # SYMBOL DESCRIPTION DWG. REF. # SYMBOL DESCRIPTION DWG. REF. # SYMBOL DESCRIPTION DWG. REF. # REVIEWED BY: MW RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CFNTFI'R - SHEET NO. A3•O 13 FIXTURE SCHEDULE N/A 5 5 4 4 3 3 2 2 1 1 D C B A 5 5 4 4 3 3 2 2 1 D C B A SEPHORA ADJACENT TENANT , � �, / � .3, � /� � � '�, �, 118'-0" � �E �E ,, 7 E.10 �F _, �, T 1 I I / ; ; ,2 1 / ' 26' -5 1 /4" 11' -7 1 /2" 15' -1 3/4" LL to LL J 29' -11 1 /2" }, 15' -0" I 3' -9" I I 3' -6" y 6' -0" y 5' -4 3/4" I I 7 . - - .. . NETWORK CABINET I I I II II II - ■ 1 1 T" 107 ELEC. RM. � Me T T T T T .. I I T T T t I T I T f T T T T :. 7 p T T_ I I • T• �. v AN � \ \ \ , I I ` � . ∎ 1 1 , `k % FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 I % r r % • r.rr�r���i.r�rrwr — — r vi % o { � r % , l �//// / / /r % . ■ \ PANEL R N€L „A y R I I SLAVE — PANEL % I I i I i — /.�rrrV4 V4 — — — — - % I /�/�/ /riiiiiraa� % �/aa�aa�/a// % � ' iaa /f//i /irrrri /' _ ' � — , I — _ ■ MEN I I I 1 1 i I I FLOOR � L WALL ABOVE 9' -0" P -2, TYP. AT LINEARS P 3, TYP. I 1 ..- I - °A VCT -2 2 4" � � I I TSAO 417 Montgomery 9 ry Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com j I I Mom ,� I1 \ $ *b:1 i � � • 8" ® o . FM I I a ' SHIPMENT STAGING AREA RECEIVING DESK FLOOR I : 1 __ I ��I ; 1 I I � I 1 I���I I ,1, . ' I I r ` �� I I VCT -I .. � � `,I `' `�. I 1 ���• � � , �r 1 I I I I 3 " 8' ■ I � 3 ' 8" % � \ , lit Orr I LEASELINE '1--1 r `i N ` MAT, � \ \� � '� �e � II C _ __- _ _ -- _ __ __ 4 -0 x 10 „ -0 „ • • - BY S -i • ,I` lin `may — /�� ■■ / ///////// % 7 ///rrriii// j'. %�i AIM // � _ I I %!` 's ; � % lu ALL I , I,..� ....�.I ,._ ■ ■, �� %tea /i , '% i ` ;gip _ I/ , G l %! / /1r�. • / 1 j % f % % // / � % 1/ i /O// / / /// / /r 1 I � I ■■ '� rt _ P 3/P -4 \P'■ I I - ga I I I I I tii7�� I 1 :t-- b EXTEND MALL FINISH �' Eli ._ � 09 . , _ _ MALL coMMON ' � 48 x 12 �' �I 36 x 12 I /� ■ I `1` �■■ 103 STOCKRM �•��� ••�•• 36'x12 I I J I \ I \ SIDES, TYP. \ Am. . 48 \ \ \ \ � I x12 n ill I , � � ■■ ' ■ I ■■ , � Q �, F.111111 �� ■� ' X 51 - - - II 48 "x12" III Eiz Emphasis On Excellence M Retail Engineering, Inc. 750 Broo ksed e Blvd. 9 Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 I■ STRIP & WAX VCT PRIOR TO � . ' '� ■' rim ' � rJ i 111114,24 48 "x12" TI MOBILE SHELVING INSTALLATION . 36 "x12" v � A � � I � � � � ` II L� L ' ►1■ IN \ \\ 104 OFFICE ENSURE LEVEL SLAB SURFACE Ca? MOBILE SHELVES TO WITHIN 1 /S" IN 10' -0". FLOAT AS NECESSARY. 1 ..�.. 1� �11�� 1�r . -- � .' 48"x12” 'I I1lI 48 x12 1 I"I � ■... '7�� '� . I� 36"x12" I I l I� 36 x12 I' I% IMENiiiiinaism � ; aiii.malimirm I 1 I ■ ` \ I I • N � ■ ■' \ \ \ \ �� / // I I . r I RAP I �I '�� �` �' � • \_ �' 1 FLOORING I TO (N) ■■ ■■ ■■ r C+' ` �� I I STOREFRONT I 1 ENCLOSURE - 1 � I I SEE . IM � � ' i w I 111- I 1 - — -- -- I 48 "x12" 1111 36 "x12" II f' IIR % — r FINISH I I 1 PLAN & DETAIL 3 /Ab.2 ■ ■� o BUILDING I 4 „ 12 „ „ 12 „ 11 S II II 36 fl L M . A � ► _J ;: �rrr�. j ���'�'.�,♦` �% I 1 ii c, I I I I I 1 ! I i 1 1 : I I l Il i i RM J Robinson ates www.rmjse.com Fax; 650.871.2459 RMj job No.; 07786 � CORRIDOR I P! - blt � � . vim I i r hx, 4_, 4 ,, , ` r i , v ' _,�� ' r� , ` I �r 111 Il N./ 1 I \\1 ll # T / „17 IliLaii. \ v ' 1 \ \ I i EMPLOYEE ^� 1 f ` PANTRY I ' 1 — I - - -I EXTEND BOLDING :.. CORRIDOR FLOORING, I� 1 6 f II r I I �� , SEALED CONCRETE, TO fj II A0.4 l CENTERLINE OF (N) ' - I i r BACK ENTRY. FLOOR % I VCT 1 k o • - .. N •. EXPIRES: 12 /07/09 R �a ARCHITECT JONATHAN TSA0 STATE OF WASHINGTON 11/09/09 ►���!� - N; \ U\ ' 1 /c406-14N4 / , ! i r r , r , , , \ II , , A RUN WOOD FLOORING TO G.C. TO PROTECT WOOD FLOORING FROM DAMAGE DURING FIXTURE DELIVERY & INSTALLATION WITH 3/16” ' MASONITE W/ JOINTS & SEAMS TAPED. ti •). !� LI . k ' ENSURE FLAT FLOOR. PATCH REPAIR AS REQUIRED. I 1 / /; I I 102 CORRIDOR - rte` \ E `, ', �4 1 -� : I k ` ` ` % % fl ` 'rr I & I WITHIN 12" FROM DEMISING WALL, TYP. UNDER LINEARS, ROUGH CUT. I // /77777 /llflll�lD /lllf/II� �_ f//! / / /lllll1011lll!/llll /l//! I j j FLOOR j FLOOR j !11 VS -1 G VS -1 ADJACENT TENANT ���g� - C % I II III II 7 101 SALES AREA I U Aimi.0.1 L 1 ,..,.4.4i_ Ilia I D \ . % - Ar APPR r � FF r' 21`'u I '� I 18' -b" 7-11" 84 _ 1 LL TO LL LL TO LL I LL TO LL 1 1' -Q 3i4,. � ��.�.. _ ",F ? `r' ‘a t • � - ~ �. a e I I ! LL TO LL I I r T • . . , FAV I 106 HC TOILET 105 HC TOILET II NORTH �� • ` 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TU KW I LA, WA 98118 18 FLOOR FINISH PLAN 1 4 " -1'-0" / WALL FINISH, SEE FINISH SCHEDULE SHEET A0.4 & ELEVATION SHEETS NOTE: 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH AND OUTLET COVERS, ETC, AND REINSTALLATION OF SAME AFTER PAINTING. 3. PAINTING APPLICATION SCHEDULE: PAINTED GYPSUM BOARD 1 COAT PRIMER 2 COATS PAINT FINISH AS PER FINISH SCHEDULE 4. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED, ALL PAINT SPOTS REMOVED, AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT OR DEBRIS CAUSED BY WORK SHALL BE P CT FLOOR FINISH, SEE FINISH PLAN & SCHEDULE -2 -1 BASE FINISH P_1 5.1 J - G.C. TO COORDINATE LOCATION OF PERIMETER FIXTURE RAIL WITH FIXTURE INSTALLER - G.0 TO PROTECT WD FLOORING FROM DAMAGE DURING FIXTURE DELIVERY AND INSTALLATION CEILING FINISH, SEE FINISHES SCHEDULE SHEET A0.4 ROOM NUMBER . AREA: 5,439 SF RECEIVED _� 100 ROOM NAME SHEET TITLE: FLOOR FINISH PLAN SALES CITY OF TUKI'VILA 1 F 2007 ' " ' 1 ELEVATION NUMBER PERMIT CENTER CLEANED UP AS WORK PROGRESS. 5. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. IF APPLICABLE, 7. REFER TO FINISH SCHEDULE SHEET A0.4 FOR ALL APPLICABLE FLOOR TRANSITION DETAILS. 8. THE FINISHED FLOORING IS TO BE PROTECTED BY G.C. FOLLOWING INSTALLATION. 9. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THIS TYPE OF PRODUCT. A100 SHEET NUMBER I SECTION / DETAIL NUMBER 1 PROJECT NO. 0744.03 A100 NUMBER SHEET SCALE: 1/4"=1'-0" MATERIAL SURFACE , / TILE DATE: 1 1 -12 -07 CT FLOOR FINISH, SEE FINISH SCHEDULE -1 DRAWN BY: RL ALMOND SHEET A0.4 COLOR / FINISH REVIEWED BY: MW FLOORING TRANSITION H SHEET NO. A4,.0 SYMBOL DESCRIPTION 10 LANDLORD NOTES 9 FINISH NOTES 1 SYMBOL LEGEND N/A NTS 5 5 4 4 3 3 2 2 1 D C B A ADJACENT TENANT E P H 0 R A I B C C.3 I COORDINATE COORDINATE LOCATIONS OF t LIGHT & HVAC W/ ARCHITECT 2 ' -8 3/4" 8' -0" TYP. U.O.N. ; � I i PENDANT MOUNTED TRACK @ 12' -0" PENDANT A.F.F. W/ TRACK MOUNTED LIGHT j FIXTURES. SEE ELEC. DWGS & 5/A7.3 D I I MOUNTED WALL FLUORESCENT COVE LIGHTS GWB SUSPENDED I WASHER Q 12 A.F.F. , BEHIND PERIMTER FIXTURES. CEILING, SEE 9/A7.3 ! TYP. SEE ELEC. DWGS. SEE ELEC DWGS & 20/A7A E I I G.C. TO PROVIDE F.R.T. BLOCKING ABOVE CEILING FINISH AT SUPPLY AIR GRILLE FOR MOUNTING BALANCE CONTROL, TYP. SEE MECHANICAL PLAN ON Ml .0 & DETAIL 1 /M2.0 FOR MORE INFORMATION. E.6 �_ �. E.7 i { E.10 I ! l F.l I i � I 4' -)p 1/4" SEE MIA _ PANEL MASTER SLAVE NETWORK d -_ �_ --- _.�__� _ - CABINET : HT: T 1 _ -. -_ __ -- _ __ __ -- ___.�_..__ _. __ .__ .�. _._ _ . _ I__ _ (�_� . i - -- ___ -.__.. _ . L:_ __ ____. Y -_— �.., _ � _ I _ -__ _ -- - F � _ __ _ � � - FIRST � I MARKET TOWER 52ARKET STREET, 111HR SAN FRANCISCO, 94105 107 ELEC. RM. OPEN ` o � I �( E P PANEL 47 3/4" 6' -0" v TSAR o Stree t 417 M ntgomery San Francisco Californi❑ 41 5.398.5500 p . 4 398 5 510 f WWW .tsaodesi n com 9 - 11 -5 6' -0" 6' -0" -0" 5' -0" 5' -4,' I : ! ' 6 0 6 7 � I .. " 1 1 / 2 5- 51/2 ! 46' -0" o - ••� -�6' ; -0 , I I L `� I I o I - -`' - _ I I r _ t - - - 1H iL_i _. : .._.iI; I II � ` I; r I r1 — _ - r - I J � I i I ! _ :' I z i4.T I a i � , i i i 1I f { - _ - - -- - O I I I I � o I I II !I, ! I t� � f I ` I i i _ - I _ I I I i I 1(� i j �'�� _�� I i ff � j. ' ± ;t (, I I III ! j o j � i I ' I f + I I ; ._.. t .. :- ...._iT _-_ . � [ _ - --- -- 1TJ_T . y' ,•, �� •( ` �, I UNDERSIDE OF (E) MALL LIGHT TROUGH ' -' .F.F. @ 13TA UNDERSIDE OF (E) MALL BULKHEAD ( @ 15' -0" A.F.F. . I • - 4] I I • ( 1 1 • • _ • w1_ — � i � I I i I l+I - I I EQ. EQ. LJ I I I• I i �If I � I 3 8 I + � � t I 1 ,, I ' 3' -0" 3' -0 • I t 4 R" l i I ' r - ! I' Y - - - � -T _...- ._._._...- .. __ - j ! -- - - -- - ... - -- - - . - .. j - __ I L_..__._.. Ii 1 I _ -__ _ L\ W _. I .�_ i _ _ -- --._ - -- --� _ -. I T.. _ �_ . _- _: - _ _ _ - _.._._- �. __ _ 2" - - -- � f __ . __ r - -- �_.___ � _ • - - - -_- . -_ 1' � << � - T ! - - _ • - �. �-- I- - -� -._ ___�W • . + � : 81 I ° i _� I , � � � I ; i I R s I II c EQ ! ( E ~Q- MALL I I � ,_. C ' 48 12 36" 12" I 1 f 1>LILl`z. I �' ° • � t �-� j I i i Emphos(s On Excellence M Retail Engineering. Inc. 750 Brooksedge Slvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 6148182337 i I � / r { r- •-- �- ---^S' `; I j h 1 -W I t i I 4 12 36" 2" 'I I `�' , I ' H i I ► • I ! — - 103 STOCKRM. OPEN �' I�! (I ` 2 ! o I ! I �` - H I ! I• ' i L_ I - - o o 1 I r I o c I � � n '• + I = I � -I -..-._ _.. i I � I I � � I f RECESSED COMMON ! '• ( z I I! I I i I � f I J I l l j' � I I " j i t i I '1 x\1 � ---•- —� ( i r i I ° I � DOWNLIGHT i AT ENTRY AS � SPECIFIED, I I, I i� 104 OFFICE 8' -0 " A.F.F. ACT -1 L - j ! ` I I I I - I i I I I I j J 1 _ ! 1 1 �� i � I I 1 t I � / I ; .-� 12 „ , 12" ��;- �, - .� , a � I 1• - - ' I _ .. -- - ...._. ; � ^--- TYP. OF (2) UNDERDE OF 1 48" 12" 12 I 48 12 36 12" I I � CORRIDOR 1 , J L — � • I , I r --- ' Juilly Structural Engi eers z>. Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 &Associates 'I'eL• 650.871.2282 w - w w ,s,Co� Fax 8712459 650. RMJ Job No.: 07186 I T -- _ — -- - I Li : ( N • . _ - � . � h INSTALL ` A , 1 _ ' ! ! PROVIDE ACCESS PANEL FOR SIGN TRANSFORMER. SEE 14/A7.3. i , !,; j` - - '• i I � °;'__ - i -I 3' -0" 3' -0" A L + I - -^ - � I I. _. __ ...._ i ' _..__. _ HEADER I I _ .. _ : _ _t' ( i I ! I _ ' j , - -. ' I i RIGHT TO STRUCTURAL L t . _ .....- BRACE VERIFY HEIGHT \ W /ARCHITECT J � ' I i ! f r ; i I ! I I I � I _ - .._.. -.. ______.- .-- __._ -. 1 ., _ II I : V ..._._.__ __._. ___.' —. ! r _. __ - _ _ ( ---- -_ -__. _. I .,� i I. I I FIRE RATED CEILING �l , CONSTRUCTION OF ; t ° ! 00 y I `, ' q i x � � ANIMATION RODS TYP. BOTH SIDES. ,t __ —..�_. � -- _ _ _� _._.. •L LI �I, , i `,I ANT CO PEND c c� MOUNTED. SEE ALCOVE SHALL BE 9' -0" i ° j � j I '. ! i I , _- ..- .__. -. I -0" ' I � .. u �- ,_ ----------- ! _._.�. _.... ._ - 661/8 A.F.F. & MUSTCOMPLY r, ,� , ---» � I I ' ' � -� � _ 6'=U . i _ � R- -; J 6' -0 " - _ i i - I r -r-I I I DETAIL 20/A7.3. WITH LOCAL CODE. _ � - - . +. ___ . _..._ -7rt78" - 6'=0 9 -11 1 /4° _. ..- _ __ . 9' -8 3/4" I T- TT/4 r _ = ' FINISH TO MATCH LL _ - • - i • _ ,I I . CORRIDOR O O j I ( LOCATE TROUGH & I TRACK PARALLEL TO ( TYP., SEE SECTION 5/A6.1 &DETAIL o i O o EXPIRES: 12107/09 ygpg REGISTE1�Ep ARCHrfEGT JONATAN TsA0 STATE pF WASHINGTQN 1 1 o - • • • • ° ! 4 =:: �- � --- - --- - - - J-f � I r �_ I -. - ,_____ --•� -r_ _� f � �- I-._ _ _._. _! � T i +, (��, -- ' J _. ..__ L _ _ _ _ - -i i -- - ..� - _ - __.�. -_.v � � -- 1 1 _ I — - - [� I - I . !. -- - - �- _.. 1 ----- -I- - -- • -._ _-? - _---- .----_ -- - �.. � - I I I! , { I ! I i ....j_._ - ---- ---. ; ! I I ADJACENT TENANT I I I 10 I ` . _ - _- _ -.. -- - -- -- - - .. _ -- - - -. - - - - - -- - - -_ _ - - - -- - - ---_. I 102 CORRIDOR j _ i I I OPEN O O d- I LOCATE TRACK i ! i PARALLEL TO II STOREFRONT I i � e 101 SALES AREA _ I 0 . I I I I K . I 1 i i ' I i ( I I I I \ I L\ •) ' • r � � i � I / I I 106 HC TOILET 105 HC TOILET ` I I 8' 0" A.F.F. GWB 8' -0 " A.F.F. GWB ' ,1 I NORTH 11 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 NOTE: ALL DIMENSIONS ARE FROM FACE OF SHEETROCK TO FACE OF SHEETROCK )L)1 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK PROJECT LOCATION: SOUTHCENTER MALL NEW STARE 633 SOUTHCENTER PARKWAY S U ITE 1 120 TU KW I LA, WA 98118 18 REFLECTED CEILING PLAN 1/4�� =1� -0„ 1. ALL CEILING HEIGHTS ARE MEASURED FROM TOP OF FINISH FLOOR TO THE UNDERSIDE OF FINISH CEILING AND ARE NOTED IN THE REFLECTED CEILING PLAN. 2. FOR CEILING MATERIAL SPECS, SEE FINISH SCHEDULE SHEET A0.5 3. PROVIDE LATERAL SUPPORT WITH N0. 12 GA, WIRES SPLAYED IN 4 DIREC11ONS, SEE SESMIC CEIUNG DETAILS #5, & #6, SHT. 7.3 4. NO COMBUSTIBLE MATERIALS SHALL BE ALLOWED ABOVE THE FINISHED CEILING. 5. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS WHERE APPUCABLE 6. PROVIDE ACCESS PANELS TO ALL EQUIPMENT, IE: SMOKE DETECTORS, VAV BOXES, SIGN, ETC. 7. ACCESS PANELS IN CEILING FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS TO BE FLUSH FRAMELESS GYP. BD. PANELS. SEE SPEC AND DETAILS REFERENCED ON PLAN. 8. ADJ. SPACING OF FRAMING TO ACCOMODATE LIGHT FIXTURES, SPEAKERS, DIFFUSERS ETC. ...AS SHOWN. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRACTION FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING OT THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRACTION WITH ALL VARIABLES DEFINED. 11. FOR EMERGENCY LIGHTING, SEE ELECTRICAL DWGS. FIX SECURITY CAMERA FURNISHED AND INSTALLED BY OTHERS, ELECTRICIAN TO INSTALL ALLCONDUffANDPULLSTRINGS o S1, S2 : DOWNUGHT 6" INCANDESCENT DOWNUGHT � PTz SECURITY CAMERA FURNISHED AND INSTALLED BY OTHERS, ELECTRICIAN TO INSTALL ALL CONDUIT AND PULL STRINGS I ^ I NL : NIGHT LIGHT NL -EM EM : EMERGENCY LIGHTING NL : NIGHT LIGHT NL -EM : NIGHT LIGHT EQUIPPED WITH BATTERY BACKUP EMERGENCY LIGHT EM : EQUIPPED WITH BATTERY BACKUP EMERGENCY LIGHT EMERGENCY LIGHTING - REFER TO ELECTRICAL DRAWINGS ' SEE DETAIL 10/A7.3 SUSP. 2'X4' ACOUSTIC TILE CEILING ___ . _ j __ [ XT< I ACCESS PANEL @ GWB CEILING FU, FU -1 : FLUORESCENT FIXT SEE DETAIL 31A7.3 & DOOR AND HARDWARE SCHEDULE l' x 4' SURFACE MOUNTED FLUORESCENT FIXTURE WITH LENSED TROFFER AND WIRE GUARD AREA 439 SF : 5, ; SH EET TITLE: R E F L E CT E D C E I L I N G P LA N f�-I E . EXIT SIGN WALL MOUNTED, LED LIT, EXIT SIGN WITH BATTERY PACK I I FL FJ -1 : T5 FLUORESCENT STAGGERED T5 FLUORESCENT STRIP, FJ - ADJUSTABLE - SEE SET.11 /A7.4 0 STRIP X6 RECESSED EMERGENCY LIGHT FIXTURE WITH BATTERY PACK F� TRACK UGHT / WALL WASHER AIMING DIRECTION COORDINATE WITH FIXTURE LOCATIONS O O ® SUPPLY AIR GRILLE AND RETURN AIR GRILLE SUPPUED BY OWNER, INSTALLED BY G.C. SHADED AREA INDICATES PLYWOOD BACKING. SEE DET. 4/A7.3 ANIMATION RODS N A 71 NO. 0744.03 . FA -1 TRACK LIGHT FIXT. PENDANT MOUNTED AT 12' -0 " A.F.F., U.O.N., SEE 5/A7.3. SCALE: FA -1(T) . TRACK • 0 Q CONCEALED HEAD / UPRIGHT SPRINKLER / PENDENT SPRINKLER ON DROP NIPPLE H0 HI G3 : UNDER CABINET FIXT. DATE: 11 -12 -07 ® WW : WALL WASH FIXTURE PENDANT MOUNTED AT 12'-0" A.F.F. ® ENTRY M.H. DOWNUGHT RECESSED MOUNTED DRAWN BY: RL 2'x4' RECESSED FLUORESCENT LENSED TROFFLER 0 FT : 2X4 FLUORESCENT UGHTFIXTURE REVIEWED BY: MW ROOM NUMBER SHEET NO. ,45 J tot s,aLES ROOM NAME RECEIVED SYMBOL DESCRIPTION NOTES ' " 1 -0 A.F.F. GWB CEILING MATERIAL CITY OF TUKWILA CEILING HEIGHT t' 'lC 9 lu, 1¼ 1 UI 111111 9 CEILING NOTES 5 SYMBOLL LEGEND PERMITCEI''!TER NTS �0 I ,'0.9,, .,_. ' D ND' QUARRYCAST, J r UA `SEATTLE SANRRYCAST, Q ,../ I .. ) , ( I S E PHO RA A6 BY QC -1. A6 1 3" DEEP HALO LIT REVERSE PAN CHANNEL LETTERS, SEE 6/A6.3. (E) MALL GWB BULKHEAD, \ TO REMAIN LEASELINE —i i LEASELINE „0 - ,S 1 1 r FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 BOTTOM OF MALL BULKHEAD 14' -4” TOP OF LIGHT TROUGH 13'-7" \ I \ e' _° "y 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com MALL NEUTRAL —� PIER TO REMAIN _ - I METAL I CLADDING BAND, P -4. BLACK ANODIZED TO MATCH STOREFRONT. MALL NEUTRAL PIER BOTTOM OF LIGHT TROUGH BOTTOM OF MULLION r , I � , n-4-,- .... / / / / S 1 U i b3 � i i TO REMAIN BLACK ANODIZED I BLACK AND WHITE / 1 STRIPED COLUMNS /�� BY FORMGLAS, 3" H BLACK LETTERING r I : 2 I ALUMINUM GLAZING SYSTEM W/ 1 /2" CLEAR TEMPERED GLASS, TYP. 8" HIGH CONTINUOUS I - _ i 03 „a - ,o I. • I 6 I i SEE INLAID ON QUARRYCAST PANEL, BY% FORMGLAS - DET.!5 /A6.3 I I r3 a x 4 �, y a h .:'p ; ,:•. — Emphasis On Exce lence M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 Fax 614.818.2337 S 'E P H 0 c — ° R A► F .1%. I I - _._. _ ., - . -._.,. _ _ •_ _ - . \ \ \ � I �\ I r \ � I WINDOW & TILE I \ \ , I 2' -6" � � BLACK GRANITE BASE, B-3 AT BOTTOM OF PILASTERS & STOREFRONT, TYP. MITRE TY ALL BASE CORNERS, TYP. I \ / / 1' 1 " . ....:. n-» >v. .. T 1_ a- r H ..: .. e .... . __ i. ... .. _. ,. ... :. -.t -.. .. n� ... . .._ .. f'. _.. .. . . ... .. i... r :u... � ... •, r... .,.a~_ _ .... _ .. •. ..... _ ! ... .. .i4. ��. A ,... , _. ..,.r . _ .... _.... - e .rY .. . nr . ri.. , -x r. _ r-' ,. Fes" .._ ., � _ _ � . ... . .�_ � , ter. .f'_.. ..r ice. -.. .. .._ , ''k-,,r L . , � T... .. ... ... ... L __ . . •., . . "Ta : � - ..- a F � ... " . . _ }.max A la _.. _, -..• � ., �. .•_ -v ..... .. 4..,. .. _ - G` ..'fie. .. . .. :s ^. _.�. �� . 7 ?=3p ..s � s a ' "cr ti T. I ,r,.. c' _.._. 'T ,n. J'. ,r ., a � _ CS. _� -. x r rE'•r ti Y ._H . ',':tip • n x ::.7 � . .a ., -• yr,_ ' -e: 9' ,y a_.. r ='?c M. .- r � r _ _ ._.. _.._�.: R•-, LF` ?�. e,C }.. _.. r. i ? 3•«iy -=^`. juiii Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel: 650.871.2282 W w.rmjse.com Fax: 650.871.2459 RMJ Job No.: 07186 ADJACENT EQ. 6' -6" EQ. EQ. 6' -6" EQ. I / 14' -4" / 2' -b" 1' -3 1 /2" 6' -0" 1' -3 1/2" I2'-6" / 16' -0" / 1 ' .1 " 6 / / , 6 / ADJACENT TENANT BLACK ANODIZED DOOR TO MATCH GRANITE JOINTS, TYP. SEE FINISH SPACE #1120 STOI EFRONTSYSTEM. (PAINT IS NOT SCHEDULE FOR GROUT. TENANT ACCEPTABLE) SEE PLAN & DOOR SCHEDULE. RECESSED ENTRY DOORS I E 12/07/09 70 REGISTERED ARCHITECT JONATHAN TSAO STAT1~ 0 WAS}iGTON 1 1 /09/0? 19 STOREFRONT ELEVATIONS 1 /2" =12" I ∎ , \ _ 'T ; 11114 �' _ � i + - � --- i e ti \ II _ - _--v \ in en IF 111 Ili 1 . - .. - LIWillig \ toic0111 O - - _.---__-- _ ~ r ADJACENT z SACE # 1120 � � AD PPRa 0 1 U I I ..,--) / \ 1 1 -1 2 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08-07 _ .. ... � DISPLAY PLATFORM BUILT -UP BOX COLUMNS TYP., \ , TENANT INTERIOR GWB FIXTURE A SEE STRUCT DWGS. TENANT . _ .\ 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW - •~ PAINTED BLACK & _ • - WHITE, SEE ELEV. �N RODS , _ _ - - '"06' 110.1 iECTION \ BOX BEAMS PAINTED Q DATE ISSUE DESCRIPTION BY CHECK _ J P -3 & P -4 4 _ BUILT -UP TYP., ` - SEE STRUCT. DWG DWG-S-.— � - INTERIOR GWB BLACK & WHITE, SEE ELEV. P -3 & P -4 �� _��� � � w 1 I:!T ' r 3' -6 3/4" PROJEOCATION UTHCEMALL NEW STARE 633 SOUTHCENTER PARKWAY SUITE 1 120 TU KW I LA, WA 98118 17 'L I \ t ;i u J - - - - � \ �- - �� � -i IP WE - - 1 \ ��.��' � •� •* �- - _- — -- _� — �� � A i m - — — 1' -3 1/2" 1' -3 1/2" ` ALIGN III 1 ALIGN -, ,, f " IN — 1 /2" MALL NEUTRAL PIER TO REMAIN _ __- .-- _. BLACK ANODIZED ALUMINUM CLADDING TO MATCH STOREFRONT -- , 6" _ EQ. -` LEASELINE — 6' -6" EQ. / cz 2' 6" 2'- $' ' 6-6" EQ. 6 ,. 6 MALL NEUTRAL PIER TO REMAIN BLACK ANODIZED ALUMINUM CLADDING TO MATCH STOREFRONT B.O. LINE OF QUARRYCAST SOFFIT @10' -0" A.F.F. 6-0" HOLD MIN. 45'- 111/4" STOREFRONT CEILING \ @ 13' -7" A.F.F. ; ' EQ. AREA: 5,439 SF SHEET TITLE STOREFRONT PLAN & ELEVATION f 6 1 /2 / / // LINE OF BLACK ANODIZED ALUMINUM CLADDING TO MATCH STOREFRONT // // 6" METAL CLADDING BAND, P -5. / Lila. LINE OF (E) MALL LIGHT TROUGH ABOVE G.C. TO MATCH EXISITNG MALL TILE & INSTALL n A A L L A T (N) STOREFRONT W /IN LEASED AREA, TYP., v' IF REQUIRED BY LANDLORD, COORDINATE W/ PROJECT NO 0744.03 SCALE: 1 /2° -1' -0" LINE OF (E) MALL TENANT COORDINATOR BULKHEAD ABOVE CO M MO N _� / c \,,, ......-1 \ Oj i / �� \ / 0 RECE CITY OF T .Q NOV 162007 PERMIT CENTER DATE: 11-12-07 DRAWN BY: RL REVIEWED BY: MW SHEET NO. A6•0 10 PARTIAL PLAN DETAIL 1/T=12" 5 5 4 4 3 3 2 2 1 1 D C B A I IJ 5 4 3 2 1 I I SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSA4 415.398.5500 p ry 415.398.5510 f www.tsaodesign.com 0 18 0 L / / BOTTOM OF DECK 15' -D" r\li r BOTTOM OF DECK 150" / = - - O • = I Emphasis On Excellence 750 Brooksedge Blvd. PHONE V1 614.318.2323 081 FAX 614.818.2337 I I N\ � � r f " BULKHEAD BY LANDLORD " BULKHEAD BY LANDLORD 14' -4�� � � I - ' lanai I ' - ' ._. I . . I I . .i'� A6.2 14'-4" [ — ] , TOP OF LIGHT TROUGH BY LANDLORD I I �i _ - . I .11 .. ° II_ I ._• I + TOP OF LIGHT TROUGH BY LANDLORD . I . � , , . ; ..I - - • , -- 13,_7,1 _.II 13' -7" _- • - J' , J .. J , -_ ■I■l O II I 1 .. J J , • •� = 1 8 i 6 „ I D =o $ BOTTOM OF LIGHT TROUGH BY LANDLORD 1 O' -o E l . REFER TO DETAIL 9/A7.3 FOR GWB FRAMING PAINT CEILING P -1 FASCIA TO BE PAINTED P O I O I X '\ 0 — . :o -1-- BOTTOM OF LIGHT TROUGH BY LANDLORD Structural Engineers RMJ Robinson 103 Linden Avenue Meier So. San Francisco, CA 94.080 Juilly &Associates Tel: 650.871.2282 www.rmjse.com Fax 650.8712459 RMJ Job No.: 07186 REFER TO DETAIL 9/A7.3 FOR GWB FRAMING PAINT CEIING P -1 J' ,\ � I BLACK ANODIZED 10' -O ■� w � ALUMINUM CLADDING TO O MATCH STOREFRONT w ) 14" H 3" D HALO LIT / �. ij I, F.R.T. PLYWOOD FOR ANIMATION ROD SUPPORT ANIMATION RODS TROUGH & RECESSED TRACK, 5 BLACK ANODIZED ALUMINUM CLADDING TO A6.2 % / N - 9' / MATCH STOREFRONT 3/4" F.R.T. PLYWOOD _ m 14 "Hx3 "D HALO LIT -2 RECESSED DOWNLIGHT SEE RCP & DETAIL 13/A7.3 REVERSE PAN CHANNEL x REVERSE PAN CHANNEL 1 [ _ LETTERS 'SEPHORA' SIGN 6„ (3 SEE A6.3. I MAX& w _ PROTRUSION OF SIGNAGE / 6" LETTERS 'SEPHORA' SIGN SEE A6.3. ; SEE RCP & ELEC. DWGS. • ®, ms \ , ( MAX \NZ EXPIRES: 1 2/07/09 REGISTERED ARCHITECT JONA.fHANTSAO STATE OF WASHINGTON ir/ =' 11/09/09 TRIM TO BE PAINTED TO d - _ _� r MATCH SOFFIT FINISH. G1 — — — — ; — N : BEYOND LEASELINE �" PROTRUSION OF SIGNAGE BEYOND LEASELINE � � L PROVIDE 24 "X24" j� I. BOTTOM OF MULLION & STONE PANEL PROJECTION & ANIMATION RODS _,._____I OR k @P COMP CO ®� APPR• °14 E® '� \ ;�( -� �; ; � •�� l �� �;+ 1. �. - -- -' a ,. t e , i N V.1,, �'`'° •� ° i9 Ilr SEPHORA F.F. AAl 9MJ I SEATTLE SAND' BOTTOM OF S PANEL PROJE ACCESS PANEL FOR SIGN TRANSFORMER O INTERIOR GWB 2' -6" •T f ++ IGN SEATTLE SAND' QUARRYCAST VENEER, I BY FORMGLAS 'I QUARRYCAST VENEER, BY FORMGLAS SHIM AND CAULK, AS li � I ' I I I it Ii A6.2 ANODIZED ALUMINUM REQ'D. STRIPED a PENDANT MOUNTED ANIMATION RODS, SEE DETAIL 20/A7.3 ALIGN STRIPED QUARRYCAST CLAD COLUMN QC -1 & + QC -2, BEYOND. 1 BLACK r GLAZING SYSTEM W/ 1/2" THK. Z CLEAR TEMPERED GLASS. O SEE DOOR SCHEDULE. L O 'o'z O m N z O . j / PILASTER PAINTED BLACK & WHITE, P-3 & P-4, BEYOND Z O : BLACK ANODIZED ALUMINUM GLAZING SYSTEM W/ 1/2" THK. b CLEAR TEMPER b QUARRYCAST CLAD COLUMN QC -1 & QC -2 MALL 1 1 - 12 - 07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 4 " � PROJECT LOCATION: SOUTHCENTER MALL NEW STARE 633 SOUTHCENTER PARKWAY S U ITE 1120 TUKWILA, WA 98118 — CONTINUOUS B sr. I 1, DISPLAY FIXTURE , 000 as= / li � N -3 BLACK GRANITE BASE I 1 I 2 6 (E) FINISH FLOOR EXTENDS STOREFRONT CLOSURE. ENSURE FLUSH „ i + i 1 SEE PLAN TRANSITION TO MALL FINISH FLOORING. ' - ilr _ W u--- ! '1 . AREA 5,439 SF SHEET TITLE: SECTIONS STOREFRONT SEE PLAN d SEPHORA F.F. SPACE #1120 N. �_� ' ° -��_ 1 . B-3 BLACK GRANITE BASE (TYP.) LEASELINE A6.2 RECEIVED CITY OF TUKWILA NOV 16 2007 PERMIT CENTER A6.2 LEASELINE PROJECT NO. 0744.03 SPACE #1120 SCALE: DATE: 11-12-07 DRAWN BY: RL REVIEWED BY: MW SHEET NO. A6.1 17 SECTION 5 SECTION 1 " =12" 1 " =12" 5 4 3 2 1 1 4 ' 1 1 ; , SALES S E P H R A 411, 41, CONCEALED OVERHEAD DOOR CLOSER, AS SCHEDULED. COVER PLATE TO MATCH STOREFRONT SYSTEM BLACK ANODIZED ALUM. DOOR RAIL, SALES SPACE #1128 41/2" MALL COMMON AREA DIMENSION FACE FINISH TO MATCH STOREFRONT SYSTEM, TYP. MALL COMMON r FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 • i I TSAO 1-,� ;;: x . e ome 417 Montgomery Street g I San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com 5/8", OF FRAMING TO FACE OF GLAZING SYSTEM d �� 1/2" TEMPERED CLEAR GLASS 13'-7" -7" BLACK ANODIZED ALUMINUM BOTTOM OF LIGHT TROUGH BY LL /8 „ BLACK ANODIZED ALUMINUM / GLAZING SYSTEM W/ 1/7 THK. CLEAR TEMPERED GLASS 13/4" / -' _ J BLACK ANODIZED ALUM. DOOR RAIL, \ 1/2" CAULK TO MATCH FRAME J c J � . ). U ii I i :. MI 1111 • • + A i i � 1/8" CHAMFER AT STONE TILE - POLISH EDGE & 1 /8" CHAMFER 3 5/8" MTL. STUD FRAMING r a : CLADDING TO MATCH STOREFRONT 3/4" F.R.T. PLYWOOD !++ !#1 ! + +i� • � ► % ►� ►J� + � +� ■ + 4 ►� % ii r4 BLACK ANODIZED ALUMINUM CLADDING BASE TO MATCH 'B -1' (TYP.) OVER 1 2" FIRE RETARDANT PLYWOOD CONTINUOUS 3/4' GRANITE BASE Ip 1/8" REVEAL PAINTED BLACK Iii I 1111 I \ Ih 1 \ 1 \ \II I Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Bivd 'SEATTLE PHONE 614.818.2323 FAX :818 :2337 FINISH TO MATCH STOREFRONT SYSTEM, TYP. SAND' QUARRYCAST, 'ST -1' THINSET ONTO 1 /2" CEMENT BACKER BD. CAULK TO MATCH GRANITE BY FORMGLAS -' LEASE LINE MALL TILE TO EXTEND TO 8" GROUT LINE AT TRANSITION FROM MALL TILE TO SCHEDULED FLOORING. SEE FINISH SCHEDULE FOR GROUT : ►++ i +i + i ► + ++� ! +Oi • + +, • �� • ' STOREFRONT - G.C. TO (N) COORDINATE WITH LL & INSTALL (I MALL TILE FLOORING AS NECESSARY - SEE SHEET No. A4.0 SALES FLOOR FINISH AS SCHEDULED COLOR. MALL TILE , IF REQUIRED RMJ Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 940 80 Juilly & Associates Tel: 650.871.2282 www.rmjse.com Fax 650.871.2459 RMJ Job No.: 07186 «1 ) /2" , �,., � .. .. _ t'. 3 5/8" .. ..Y. _ , '. ....y.r. _.. '. .' /23 /4" _ -�_. _ .... ,.x .. _ _ . , �' -.... ✓. . . -.. nr t te- .. .� 'r .... � ..,,, ,:- _ :�•: .. - - ... .. .. .. .- . , ._ - } is �: ,_ . - - - � EXISTING STRUCTURAL SLAB T DOOR 19 PARTIAL SECTION DETAIL 1 1 SECTION DETAIL @ STOREFRONT BASE 3 THRESHOLD DETAIL @ DOOR EXPIRES: 12/07/09 7849 REGISTERED ARCHITECT sti ' N ON r 11/09/02 • =- 6 " =12" 6 " =12" 6 " =12" E \ \ 6 ' E '--� ; II II .. q I, : I , \ \ '� ~� '' , =. I : NOTES: 1. GENERAL CONTRACTOR TO PROVIDE FORMGLAS W/ FIELD DIMENSIONS OF ALL SURFACES TO RECEIVE QUARRY CAST 2. QUARRY CAST TO BE INSTALLED BY FORMGLAS AUTHORIZED PERSONNEL ONLY °: 7 Fr & BLACK ANNODIZED ALUMINUM GLAZING SYSTEM W/ 1 /7' THK. CLEAR TEMPERED GLASS 1 -b ' ti KC� ' 'E CO ` P JJ ., \ ` 1�0 @ I / l'-4" ENTRY DOORS SEE DOOR SCHEDULE PAINT GYP.BD. WALL WITH BLACK AND WHITE STRIPES TO MATCH QUARRYCAST PILASTER STRIPES - SEE SECTIONS AND ELEVATIONS 5 1/2" 5 1/2" / ,, ,, / / SHIM AS REQUIRED TO PROVIDE FURRING TIGHT TO COLUMN —;-_-~ T BASE BELOW AS SPECIFIED - SEE FINISHES PLAN AND SCHEDULES 1 MTL. STUD PARTITION AS C y ` I F = _ 5/8" GWB OVER 3 -5/8" MTL STUD FRAMING, TYP. !$I—� ; t � I _! ' III ( $ 0 _I — SPECIFIED - SEE CONSTRUCTION PLAN AND PARTITION DETAILS o EDGE OF TRANSTIION OF 'J' a :1 = I� 4U/ ^ �r `i ^ •' ,,, ,f �' a I I . �. i 11 I 1 q ; I I I I' //N / I \0\, / / / / /// / / \ \ \� \ \ / / /// // / \ \$ \\ / ///// / / \ \ \Q\ \\ / / / /// / / \ \ \� \ \ \ / / /// I \ \\\\ \ / / / / / \ \ \ �\ \ /// \\\ / / / /// / / \ \ \1 \ \\\ / / /u/ / / \ \ \\\\\ \ / //H/ / / / \ \ \ \ \ \ \\ \ / / // // / / \ \ \ \ \ \ \\ //1/ / / \ \ \Q\ \\ ///// / \ \ \\\\ \\ / /�/ / \ \ \\ \ \\ G.C. TO PROVIDE (N) STRUCTURAL '�� POST, SEE STRUCTURAL DWGS / \ L \ 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW DEMISING WALL: GC TO I I " 10 -08 -07 � E F (E) PATCH & REPAIR TO MAINTAIN ' REQUIRED FIRE SEPARATION I: MTL. STUD PARTIIIONAS 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW I I SPECIFIED - SEE CONSTRUCTION PLAN AND PARTITION DETAILS PAINT GYP.BD. WALL WITH BLACK Q DATE ISSUE DESCRIPTION BY CHECK J REVEAL, @ 13' -7' A.F.F. BLACK ANODIZED ALUMINUM ' PROJECT LOCATION: SOUTHCENTER MA L L NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 AND WHITE STRIPES TO MATCH 1 QUARRYCAST PILASTER STRIPES - SEE SECTIONS AND ELEVATIONS BASE BELOW AS SPECIFIED SEE GLAZING SYSTEM W/ 3/8" THK. CLEAR TEMPERED GLASS / /�/ �/ ENTRY DOOR IN TO OPEN / / \ \ \ \ 1 \\ \ / POSITION / / / /// / \ \\\\\ \ f �1 ,' ■ ■ ( f 7 9 � _� ` � __ ��� � , J —�_ __� __ — - -__ � — _ _ — � � I I FINISHES PLAN AND SCHEDULES BLACK ANODIZED ALUMINUM CAULK TO MATCH I GLAZING SYSTEM W/ 1 /7 ' THK. WALL PAINT z � : : :.::. ....... :.. .:.. : .........:.. ::... ..:.:. � 1/2 I I CLEAR TEMPERED GLASS �..� � # 11 �:� , I � I ilk Mt � NESTED STUDS S° � � I � � I ,, x I , > I � STORFRONT GLAZING r iII If AREA: 5,439 SF i� j 1 =. II r I SHEET TITLE STOREFRONT DETAILS wear CAULK TO MATCH FRAME LEASE LINE l'-1" 6 " __.. _ � — CAULK TO MATCH FRAME TYPE 'X' AND LEASE LINE LEASELINE OF NEUTRAL PIER BY BLACK ANODIZED EDGE OF TRANSMON (N) 5/8" GYP. BD. SUBSTATE FIRE TREATED WD. BLOCKING, BY GC 2'-6" CAULK TO MATCH FRAME �d PROJECT NO. 0744.03 GC TO COORDINATE WITH FORMGLAS HOLD 6" MTL. STUDS AT STOREFRONT W/ 5/8" GWB - G.C. TO PROVIDE (N) LINE OF (E) MALL LIGHT TROUGH (g13' 7" 'SEATTLE SAND' GC TO COORDINATE AND PROVIDE ALL FIRE STRUCTURAL POST, TYP. RECEIVED CITY OF TUKWILA SCALE: AS NOTED ADJACENT LL TO REMAIN ALUMINUM 6" METAL CLADDNG TENANT CLADDING TO BAND ABOVE MATCH STOREFRONT QUARRYCAST PILASTER, BY FORMGLAS TREATED WD. BLOCKING NEEDED FOR SEE STRUCTURAL DWGS @15-0" DATE: 11 -12 -07 LINE OF (E) MALL BULKHEAD QUARRYCAST VENEER INSTALLATION DRAWN BY: RL NOV 16 2007 PERMIT CENTER REVIEWED BY: MW SHEET NO. A6•2 17 PARTIAL PLAN DETAIL 5 PARTIAL PLAN DETAIL 1 1/2"=12" 1 1/2"=12" 5 5 4 4 3 3 2 2 1 1 !L D C B A 4 I 3 N/A NOTES 5 I 4 I 3 TENANT (TENANT'S G.C.) MUST SUBMIT TO THE LANDLORD SIGN MANUFACTURES SHOP DRAWINGS FOR REVIEW AND FINAL APPROVAL SIGNAGE MANUFACTURER IS RESPONSIBLE TO OBTAIN ALL PERMITS REQUIRED BY LOCAL JURISDICTION 3/4 " =12" 3 " =12" STRIPED PILASTER SIGNAGE 3" HIGH, BLACK INLAND LETTERS, BY FORMGLAS NOTES: SIGNAGE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS HALO LIT REVERSE PAN CHANNEL LEITERS ALUMINUM FACES & 3" RETURNS: PAINTED SATIN BLACK LETTERS SHALL BE PEGGED OFF FACADE 1 5/8" LETTERS BACKS: CLEAR LEXAN ILLUMINATION: SINGLE TUBE EGL DESIGNER 65 WHITE NEON I I' -0" NOTES: 1. SIGNAGE VENDOR SHALL PROVIDE SHOP DRAWINGS 2. SIGN VENDOR IS RESPONSIBLE TO OBTAIN SIGNAGE PERMIT AS REQUIRED BY LOCAL JURISDICTION 3. ALL ILLUMINATED SIGNS MUST BE ON DURING THE HOURS OF MALL OPERATION PER LANDLORD 4. SIGN SIZES VARY SEE STOREFRONT ELEVATION FOR LOCATIONS 5. ALL ATTACHMENT DEVICES, WIRING, CLIPS, TRANSFORMERS, LAMPS, TUBES AND OTHER MECHANICAL REQUIRED FOR SIGN(S) SHALL BE CONCEALED, GC. IS RESPONSIBLE TO OBTAIN SIGNAGE PERMIT AS REQUIRED BY LOCAL JURISDICTION 2 I �k OF PILASTER QUARRYCAST INLAID SIGNAGE @STRIPED PILASTER 1 SEAL AROUND HOLES T ° O, �� P AC EXISTING ADJACENT MAT - IRI L °WO TYP. HALO LIT SIGNAGE @STOREFRONT ENTRANCE & SIDE ELEVATION 1 EQ. OF SIGN AND WHITE STRIPE RECEIVED CITY OF TUKWILA NOV 1 O 2007 pE.BMIT CENTER 1 PROJECT LOCATION: AREA: DATE: TSAO SHEET TITLE: DRAWN BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates wwwsmjse.com RMJ Job No.: 07186 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Vs7 EXPIRES: 12/07/09 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 11/09/07 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 SIGNAGE DETAILS PROJECT NO. 0744.03 SCALE: AS NOTED REVIEWED BY: 5,439 SF 11 -12 -07 RL MW D C B A A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW L DATE ISSUE DESCRIPTION BY CHECK 4 I 3 N/A NOTES 5 I 4 I 3 TENANT (TENANT'S G.C.) MUST SUBMIT TO THE LANDLORD SIGN MANUFACTURES SHOP DRAWINGS FOR REVIEW AND FINAL APPROVAL SIGNAGE MANUFACTURER IS RESPONSIBLE TO OBTAIN ALL PERMITS REQUIRED BY LOCAL JURISDICTION 3/4 " =12" 3 " =12" STRIPED PILASTER SIGNAGE 3" HIGH, BLACK INLAND LETTERS, BY FORMGLAS NOTES: SIGNAGE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS HALO LIT REVERSE PAN CHANNEL LEITERS ALUMINUM FACES & 3" RETURNS: PAINTED SATIN BLACK LETTERS SHALL BE PEGGED OFF FACADE 1 5/8" LETTERS BACKS: CLEAR LEXAN ILLUMINATION: SINGLE TUBE EGL DESIGNER 65 WHITE NEON I I' -0" NOTES: 1. SIGNAGE VENDOR SHALL PROVIDE SHOP DRAWINGS 2. SIGN VENDOR IS RESPONSIBLE TO OBTAIN SIGNAGE PERMIT AS REQUIRED BY LOCAL JURISDICTION 3. ALL ILLUMINATED SIGNS MUST BE ON DURING THE HOURS OF MALL OPERATION PER LANDLORD 4. SIGN SIZES VARY SEE STOREFRONT ELEVATION FOR LOCATIONS 5. ALL ATTACHMENT DEVICES, WIRING, CLIPS, TRANSFORMERS, LAMPS, TUBES AND OTHER MECHANICAL REQUIRED FOR SIGN(S) SHALL BE CONCEALED, GC. IS RESPONSIBLE TO OBTAIN SIGNAGE PERMIT AS REQUIRED BY LOCAL JURISDICTION 2 I �k OF PILASTER QUARRYCAST INLAID SIGNAGE @STRIPED PILASTER 1 SEAL AROUND HOLES T ° O, �� P AC EXISTING ADJACENT MAT - IRI L °WO TYP. HALO LIT SIGNAGE @STOREFRONT ENTRANCE & SIDE ELEVATION 1 EQ. OF SIGN AND WHITE STRIPE RECEIVED CITY OF TUKWILA NOV 1 O 2007 pE.BMIT CENTER 1 PROJECT LOCATION: AREA: DATE: TSAO SHEET TITLE: DRAWN BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates wwwsmjse.com RMJ Job No.: 07186 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Vs7 EXPIRES: 12/07/09 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 11/09/07 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 SIGNAGE DETAILS PROJECT NO. 0744.03 SCALE: AS NOTED REVIEWED BY: 5,439 SF 11 -12 -07 RL MW D C B A GWB 0 GWB GWB GWB D GWB GWB GWB GWB E. GWB GWB GWB GWB E.1 0 GWB - SE P P -3 P -2 P 3 P -2 P 1 1 — P -2 P -3 P -2 P -3 P -2 P 3 —I P -2 F- (2 0 `' 1 4it `� 1 / \\ / 4. , \ 1 f 4 .... �■ GWB U . N _ = r r n � V 6 1 I P -3 • I GWB - s . _ . _.. . . "�� "' I P -3 I GWB GRAPHIC GRAPHIC - ® IC - P4 - I I _w._ _ -- - -- .� i — — -- - -- -- - -- 1, FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 I I - — — - -- - - -� - - - - �_ I I I I I I \ -- -^ —_ - - - -t - -_- \� — I =JI . — J - - -- �_ 1 _ - - -� —1 —I - -- - -- IV I I i L 1 I I I I 10 ,• P .- TSAO � 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com " °O STRIPES TO A ..A• 19 TYP. —m� 14 BASE ILLUMINATED MIRROR, G.C. TO PROVIDE PLYWOOD BLOCKING & POWER, SEE ELECT. DWGS, W/ STOREFR( STRIPING, TYI 14 F.T. �� 14 A7.3 A7.2 SIM. A7.2 TY P. A 7.5 TYP. A7 3 &1 TYP. S INTERIOR ELEVATION 1 /4 " =12" EAST GWB GWB GWB SEPHORA GWB GWB FIXTURE FEATURE WALL LIGHT W/ 8" H LETTERS 10.9 GWB GWB GWB GWB GWB GWB GWB GWB P -3 P -2 P -1 P -3 P -2 — P -2 -- P -2 P 1 P -3 [ P -1 I P -2 — P -3 a de Empha9ig On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 GWB WALL BEYOND I I GWB CLG. A WALL BEYOND (.5 U cl 0 GWB CLG. 12' -Q" TRACK LIGHT I TRACK LIGHT 13' -7" o C..4 2 i. � Z') U FEATURE WALL 1 LIGHTED FEATURE _ LIGHTED P G;1 ' R A J - . — - - -- WALL RiVii Structural Engineers v ue Robinson en en on fu illy So. San Francisco, CA 94080 650 871 w & Associates Tex 650.871.2282 w Fax 650.871.2459 RMJ Job No.: 07186 -0 �O -- - _ - -- - -- --... �� awe y — -. - -- „� r r •--•- •--• -• - _-- r.. _�- , .. - -- `-' -- - - -- ---.. � - - r o �° LIGHTED FEATURE WALL B-1 &1 7 INTERIOR ELEVATION b INTERIOR ELEVATION 5 INTERIOR ELEVATION EXPIRES: 1 1/4"=12" NORTH 1/4"=12" WEST 1 /4 " =12" NORTH E.1 0 ::i I :: GWB GWB GWB GWB GWB D GWB GWB GWB • GWB e GWB P -2 P -3 P -2 P -3 P -3 P -1 P -2 P -3 7809 REGISTERED ARCHr1ECT JONATHAN MO STATE OF WASHINGTON COO 1 1 /09/C? P -2 P -3 GWB v l - � «I. ti «_ «._ 4i « _ •, ' � «" +L � � SEE DOOR SCHEDULE & DETAILS ®R i- \ � � ,� ®�P COVE •I. i � «I. t ��„ i E ^ 1 GWB 1 I o = I 1 CORIAN \I .,' `?1� �• 1 P -3 GWB a - V n `? se J 0 _- V 4 %' `° f. �` �!z C MI ,, GRAPHIC I : .Y_ = 1 L - - � - _._ -- — _.. _ =i =J I , I I l \ \ — \ I I - -_.._ � I 1 I - - - -.� _ _._ I - -- —�. �J_ -- - -- -- .L —— -- — -- - -- - -- -- — - -— I I— — — - -— - -- - -- - -- — 1 ill :_......:.. I ALIGN I— Ma ME =FRONT G, TYP. 1 1 14 7 7 BASE `e 1 4 m e r TO CORRIDOR /� , \ 11 - 12 - 07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 1 A7.4 CV A7.3 SIM. A7.2 B-I 10-08 -07 TYP. 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW 4 INTERIOR ELEVATION Q DATE ISSUE DESCRIPTION BY CHECK 1 /4' WEST PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 98118 TROUGH FOR TRACK LIGHTING — GWB PENDANT MOUNTED -__ -- - - -- - - _ - _ --.. — I _.__ - - _._ _-� - '__�I — - , ==.=- r s ; _ - _. __ s � �__ - � -- -.__ � -�__� 1 P-4 I \ I. I ' _ ___ _ �___._ -- I � 1 - ... -, -- . _ . _. ,- GWB WALLS STRIPES GWB RODS AT 10' -0" AFF z s s.� Y� I _ - � 6 PAINT BLACK AND WHITE STRIPES— P I GWB GWB r s _ .! - I I_ ' I I � ` _ `. $ I ----T ,' � ' SEE RCP & DETAIL 13/A7.3 TO ALIGN W/ STOREFRONT QUARRYCAST PILASTER'S STRIPES P 3 P -3 P -2 ANIMATION € -. % _ K '" ,; _ . - i._ j ; A7,0 -.„ ` .._- �"' 1 .-. �� � _ ___ .__. ___ .. � � STRIPES U.D.N. -_ _ \ , 7 : r T1 e EXIT �xrr. rr p' f j I AREA 5,439 SF 4 .�''�' ) . 0 " „ ,18'J 8 " x •" 78 , o• 4 SHEET TITLE: INTERIOR ELEVATIONS � / \ • � I , f ,, • = 11 ' =? - -= - -- \ „01 I t _v I I ! 1 ,, L I f _,- PROJECT NO. 0744.03 S / S / / SCALE: b L G _ r!s xn rJ:y - - _�_ ic.. °.- r :. :�� ' _ - - - ._fi ' DATE: 11-12-07 - y: rt— _ [ _ sx . - --,4- • _' 4 i . — .,, i . _ .._. _ t. r =,. ' ' `- � DRAWN BY: RL BASE DISPLAY PLATFORM ENTRY DOORS 1 1 — DISPLAY PLATFORM , CI ECEIVE OF TU REVIEWED BY: MW FIXTURE SCHEDULE A6.2 FIXTURE I O ©II NIV 16 2007 SHEET N O. A7•O B-] I rfr rr �r .7rrr1 >-2 lrr�e�cryirrr�r oArrzrrcc TYP I P r1�MIT CENTER INTERIOR ELEVATION 1 KEY PLAN 1/4"=12" SOUTH NTS 5 4 4 3 3 2 2 1 D C B A 5 5 4 4 3 3 2 2 1 1 SEPHORA DOUBLE STUDS @ SIDES OF OPNGS. IH Lim =11 I I 4" RESTOPPING: 2 HR RATED JOINT / / SYSTEM PER U.L. SYSTEM ,. .,, , ,..%.,... , :o.„:,..1..._,:,-, . , N i: ( - - - UNDERSIDE OF STRUCTURE 1/11111111117 p SC AR H T E IT D io UL N ED pi. P A A N RT F l o TIN. SEE SECTION N. 'J' SHAPED METAL RUNNER, e WIDE SEE ADJACENT DIAGRAMS I Ii INE OF CEILING, WHERE OCCURS I I III BACKING 1 C-H METAL STUD, 4" WIDE SPACED @MAX. 24" 0.C. inEMER spiP-11 imegrassmas O 1/4" GAP FILL WITH ACOUS. 1 .....41AT 11111161k FINISH CEILING WHERE OCCURS ° "11116 -.Pill° --- a d 111 I I I I-1-4 - -Emor 1 - SEE PLANS & ROOM SCHEDULES I 1 REINFORCING TAPE & JOINT COMPOUND TYPICAL. 3 STUDS MIN. 1 ' 5z SEALANT ' N 5. BACKING PLATE TYPE 'B' ,g .k.-- '-10-11-10611111.11amma METAL STUD _ _ 3/4" THK., TYPE T GYPSUM BOARD -, _ . C-H METAL STUD, 4" WIDE, SPACED - NOTES: 1. TYPE 'A' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT - 100 LBS./FT. 2. TYPE 'B' BACKING FOR MISC. ITEMS IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPERNSERS, ETC. MAXIMUM WEIGHT - 50 LBS. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS. 4. VERIFY LENGTH, HGT., LOCATION OF BACKING PLATE, AND NUMBER REQ'D. WITH ACCESSORY MANUFACTURERS. 5. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 6. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO CA 94105 , METAL CORNER BEAD & JOPINT IT , ).. A. r r Ft irt L 1. 1. A. .1 uff' PLAN , _ I " FINISH SIDE OF WALL © MAX. 24 0.C. I" THK., TYPE 'X' GYPSUM BOARD, ACED MAX- 24' I `,.' II -- ,.:•!:;. !,.. ,-.,--;,.,...--,1,, WsciLm.iTi. COMPOUND . iGVDLY (TYP.) LAR PIPE OR ES PF WALL CUT 1" LESS IN LENGTH THEN FLOOR MA O ie.) - 4 "`-' ' , -.„.1 ,-; 417 Montgomery Street San Francisco California 415.398.5500 p 415 .398.5510 f www.tsaodesign.com TO CLG. LENGTH 1 11 O 145.'1'1D1A:cP,OWER CI- AS - I 2 HO E PAr _ ' 'ATED ONI #492 DHIRLITIX-N PINS @ 16' 0 DRIVEN 'J' SHAPED METAL RUNNER, e WIDE - UL 12 PART.@TYP.CORNER&INTERSECTION 4 ; " SECTION 3 MTL. STUD @ 24 YPE 'X' BOTH SIDES, AS SHOWN THK. GYP. BD. .... 20 PARTITION BRACING DETAILS - TOP 0 CTURAL SLAB ..7. N.T.S. 1 1/T=F-0" 7/8" 111 3- STL. STUD @ 16" O.C. W/ V TYPE "X" GWB, SEE PLAN & PARTITION TYPES FOR UL LISTED RATED PARTITIONS AS SCHEDULED PIPE OR CONDUIT (MAX.13-Y2" (2)) A , / , , • t. • t. ' A DECK ABOVE ft 0 rot is , _ '44 U.O.N. U.O.N INN mi nu mg BE Is EI mi Ens , , _... , , N ' , t> , /> ' / . / ' , , t . , ' /. , ' , ' /. , . Ai 4. 0 - EU MI El M 1111 El 1E1 El 'a III 111 Eig mmi UNDERSIDE OF STRUCTURE 3-5/8" x 18 GA. NESTED BRACES EACH WAY AT 4 O.C. MAX. SCREW TOGETHER @ 7'-0" 0.C. EACH FLANGE NESTED STUD BRACING UL CAULK FILLED - 4 •• gm 11111 11111 BOTTOM OF MTL. DECK Emphasis On Ex&ene M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 _ FLUTES METAL STUD SLIP TRACK, FIRE RATED i AI MATERIAL TO BE A •••••••• i NV v> I Z > MIN. Y.4" BEAD •••••••• , -:- 1 I G x --.-- x < :- Mr En ME EN EN Il SECTION CEIUNG SYSTEM OCCURS) : I < - 4' • MINERAL WOOL TO FILL DECK FLUTES (WHERE ' ' › co ,) I =. / '- NESTED - UL L MINERAL WOOL: CUT 1 1/2" THICK LAYERS TO CONTOUR OF DECK 3M FIREDAM SPRAY DEFLECTION CHANNEL STUD RUNNER \ \ \ \ \ \ \ 16GA. TRACK OVER MAX. / ,..-BRACE LENGTH MAY NOT / / EXCEED 16'-0" / / / / CEILING ELEV. THROUGHPENETRATION i SECTION A-A A . ' 1..._‘ r '.-I , W 0 11111111IIIPI-_44111111111111111 r in al PLAN INSULATION REQUESTED) RMJ Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 juilly & Associates Tel: 650.871.2282 www.rmjse.corn Fax 650.871.2459 RMJ Job No.: 07186 (AS 3 5/8" METAL STUD 5/8' THK.TYPE ">;" GYPSUM BOARD - 4-1001 (FORMERLY SYSTEM NO. 147) FIRESTOP SYSTEM NO. W 1HR FIRE RATED WALL ASSEMBLY: STEEL STUDS TO BE A MIN. OF 3-V W x 1-V D CHANNELS SPACED MAX. 24 " PLUS 4" 25GA. "CEE" STUDS AT k ----------- 16' O.C. MAX. SEE OTHER DETAILS FOR O.C. W/ %" THK. x 4FT. WIDE RATED GYPSUM WALLBOARD, SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, # OF LAYERS, FASTENER TYPE & SHEET ORIENTATION SHALL BE SPECIFIED IN THE U300 OR U400 UL SERIES DESIGN IN THE UL FIRE RESISTANCE DIR. MAX. DIAMETER OPENING IN 1342" PIPE OR CONDUIT: NOM. 12" OR SMALLER, TO BE INSTALLED NEAR CENTER OF STUD CAVITY & RIGIDLY BOTH SIDES 3-5/8" x 18GA. TOP TRACK. SCREW TOGETHER AT 12" 0.C., STAGGERED 3/4" 18GA. COLD ROLLED CHANNEL. BRIDGING SPACED AT 4'-0" 0.C. HORIZONTALLY BOTTOM TRACK WITH HILT! #37NKS12 DRIVE PINS AND R36 DISCS AT 24" 0.C., MAX. DESIGN HW-D-0025: GYPSUM BOARD FOR 1-HOUR RATED PARTITION (E) RATED PARTITION METAL STUD TRACK SUPPORTED. FILL, VOID OR CAVITY MATERIAL : CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR PIPE OR . (E) DEMISING WALL (E) 6" METAL STUD. GC TO APPLY 5/8" THK. GYP. BD. TYPE 'X' TENANT SIDE ONLY. PATCH AND SECTION CONT. ACOUSTIC SEALANT CONDUIT & GWB & W/IN A MIN. OF ,V" DIA. CAULK BEAD APPLIED TO PERIMETER ON BOTH SIDES OF WALL. 7 .--- TOP OF STRUCTURAL SLAB 1 5 PENETRATION @ RATED WALL 1 1 HEAD DETAIL © RATED PARTITION I V.,Z EXPIRES: 12/07/09 REGISTERED ARCHITECT JONATHAN MAO STATE OF WASHINGTON 0 s r ra 11/09/C? REPAIR AS NEEDED TO MAINTAIN REQUIRED FIRE RATING I 0 fOR ‘ 3 "=11-0" 3..,1,_cy. ADD'L. INFO. 1 FURRED / CHASE PARTITION CODE Lu‘",", APP 1 ' ‘ ‘ TYPICAL EXISTING PERIMETER WALL/MULLION 3 5/8" MTL. STUD @ 24" O.C. W/ 5/8" THK. GYP. BD. TYPE 'X' ONE SIDE, ONLY * EXTEND GYP.BD. LAYER TO 6" ABOVE FINISH CEILING WHERE CEILING OCCURS - SEE PLANS 4 1/4 ■ 0 ,') I -------c;--1\ ------- c "TuV,A1 Cc: L'' 1-vIcION \ . Nil..------ UNDERSIDE OF STRUCTURE TRACK - U.O.N. . E 7-4- - •100 A 511 rw 10114 P46,11411. -I kl _ SCHEDULED PARTITION. SEE PARTITION PLAN FOR ACTUAL TYPE. . SCHEDULED PARTITION ASSEMBLY LOWRYS ACO :1C PAD < › METAL STUD 3 5/8" METAL STUD , . . 7 11 111 SECTION \ SCHEDULED CEILING ,.•,:f.V.W.T.51h. i 0 -ri 1 A ./TELE./DATA E E '. 8" PLYWOOD BACKING WHERE , . , • , . . ZO PARTITION FRAMING SCHEDULE AW.,-.W.II „dig- --.1,,r 4 '-- A a PLAN L A N EN HEIGHT "H" * STUD SIZE** BOTTOM TRACK TOP TRACK P, 1 , li . LO DENSITY FIBERGLASS - INSU ION NO : 6-0" SPAN 11'-6" SPAN ? OCCURS. COORDINATE WITH FIXTURE MOUNTING LOCATION. 'X' UP TO 12 FT. 3-5/8" x 22 GA, 3-5/8" x 18 GA. 3-5/8" x 18 GA. 3-5/8 x 16 GA. T TR N D WALL/MULLION T L L E/ EL Rol m . iviE R EXISTING PLAN SECTION 12 FT. TO 16 FT. 6 x 22 GA. 6 x 18 GA. ' 6" x 18 GA. 6' x 18 GA. ' 16 FT. TO 20 FT. 6" x 20 GA. 6" x 18 GA. 6" x 18 GA. 6" x 18 GA. EV E T S I E C SING D0 ES O TH OP m sA: SIDES PARTITION MUST BE 5/EV THK., TYPE GYPSUM BOARD 3 5/8" METAL STUD METAL STUD TRACK 20 FT. TO 26 FT. 6" x 1 6 GA. 6"x 18 GA. 6"x 18 GA. 6" x 16 GA. 11-12-07 CITY COMMENTS RE-SUBMITTAL ISSUE FOR PERMIT RL RL MW MW SECTION I 1 - * NON-BEARING STUD WALLS ONLY - BASED ON 24" 0.0., 5PSF LOAD AND L1240 DEFLECTION CRITERIA IN DIFFERENT STUD CAVITIES. 10-08-07 CONT ACOUS SEALANT __.■ 07 CLIENT/PRELIM. LL REVIEW RL MW 1 A RECEPTACLE AT ACOUST. PA 10 TYP. PARTITION @ EXIST. CONSTR. TOP OF STRUCTURAL SLAB f \(( *I . ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BD. BOTH SIDES FOR THE FULL HEIGHT OF THE STUDS (UNLESS SPECIFICALLY DETAILED OTHERWISE). 2. ALL SUSPENDED WALLS SHALL HAVE GYP. BD. WHICH EXTENDS 6" ABOVE THE SUSPENDED CEILING (UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT). 3. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4'-0" MAX. ON CENTER. THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS. 4. ALL STUDS SHALL BE "CEE" STUDS WITH FLANGE STIFFENERS. 5. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. WHERE THE STUD MANUFACTURERS RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. 6. TYPICAL FASTENER: A. STEEL STUDS TO STEEL STUDS OR TRACKS: #8-18 x 1/2" TEKS/2 WITH PHIL. PAN HEAD FOR 25GA. OR 20GA. #10-16 x 9/16" TEKS/3 WITH PHIL. PAN HEAD FOR INTERCONNECTION OF 18GA. OR 16 GA. B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: #14-10 x i" H.W.H. TYPE "S" METAL-TO-WOOD TEKS. C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE BEAMS, COLUMNS, GIRDERS, ETC.): TEKS/3 OR TEKS/4- GAUGE ANDLENGTH AS REQUIRED FORTHE COMBINED THICKNESS OF THE MATERIAL TO BE DRILLED. D. PLYWOOD TO STEEL STUDS: #10-24 x 3/4" TEKS/3 (PLYMETAL TEKS) WITH THIN WAFER HEAD. E. GYP, BD. TO STEEL STUDS: #7 x 1/4" HI-LO TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP. BD. TO 25GA. OR 20GA. STUDS. #6 x 1/4" TYPE "5-12" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYP. BD. TO 18GA. OR 16GA. STUDS OR TRACKS. 7. DO NOT PENETRATE OR POWER FASTEN TO LANDLORD'S BASE-BUILDING ROOF STRUCTURE OR DECKING. A DATE ISSUE DESCRIPTION BY CHECK _II 1 1,.011 3"=1 '-0" NONRATED PARTITION al im0 00 PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 T1 JKWI LA, WA 98118 U.O. N. . 3 5/T MTL. STUD @ 24 O.C. W/ 5/8 THK. GYP. ,-, . BD. TYPE 'X' EACH SIDE, (G.C. TO COORDINATE ,, < › W/ FIXT. MANUFACTURER FOR REQ'D. \ UNDERSIDE OF STRUCTURE METAL STUD METAL STUD TRACK (SECURE TO STRUCTURE) _ BLOCKING) z4),_ ci : , 1011111111°.1111. METAL FURRING CHANNEL " 3 5/8METAL STUD * EXTEND GYP BD LAYER TO 6" ABOVE FINISH G WHE EILING CCU RS - SEE PLANS CEILINRE C O * EXTEND GYP. BD. LAYER TO UNDERSIDE OF STRUCTURE WHERE NO HUNG CEILING IS SECTION SPECIFIED 5/8" GYPSUM BOARD SCHEDULED CEILING AREA: 5,439 SF NOTE: EXTEND GYP. BD. TO DECK WHERE NO CEILING IS TO BE PROVIDED SHEET TITLE: PARTITION DETAI LS t7 I NONRATED PARTITION 1.11 _ Pir1111 4 I ■ _111 ACOUSTICAL INSULATION (ONLY WHERE NOTED) i 1 la 6" LAN MTL. STUD @ 24" O.C. 0.C. W/ 5/8" THK. GYP. BD. TYPE 'X' EACH SIDE 8" PLYWOOD BACKING WHERE OCCURS. COORDINATE WITH FIXTURE MOUNTING LOCATION. 3 5/8" METAL STUD PROJECT NO. 0744.03 -.MP.- SCALE: AS NOTED 4 , 1 SECTION -•■ 111F1 1 10 NW` 5/8" THK., TYPE 'X' GYPSUM BOARD DATE: 11-12-07 METAL STUD TRACK DRAWN BY: RL TYPICAL EXISTING PERIMETER WALL/MULLION t M1100 1111111 CONT. ACOUSTIC SEALANT TOP OF STRUCTURAL SLAB REVIEWED BY: MW It RECEIVED SHEET NO. A 7 • 1 1 7 STUD FRAMING SCHEDULE 1 3 GYP. WALL TIGHT TO EXIST. CONSTR. u, I Y OF Tur.vvILA PARTITION TYPES NOV 16 ZOO? E F'P.MIT CENTER 3"=1 '-0" NTS - NTS 5 5 4 4 3 3 2 2 1 1 20 NTS / \ 18 1 1/2"=12" 13 1 1/T=12" A0 Ai 0 WELDED STEEL OUTRIGGER BOLTED TO PLYWOOD 1 /4" CORIAN DECK 3/4" FIRE RATED PLYWOOD BOLTED TO WALL SHELF ATTACHED TO STEEL OUTRIGGER & PLYWOOD IN FIELD CORIAN SHELF DETAIL 8 3' -1 1/4" FIXTURE 5 memo z BUILD OUT SECTION OF WALL FIXTURE 22W x 28 "H GRAPHIC, BY OTHER FIXTURE BY FIXTURE MANUFACTURER 0 Fri ce ce w 8" BLACK METAL BASE, TYP. SEE 13/A7.3 5/8" THK. TYPE "X" GYP. BD. W/ 3/4" FIRE TREATED PLYWOOD BLOCKING BETWEEN 3 5/8" MTL. STUD FRAMING BUILD OUT PLAN DETAIL 14 1 1 1/T=12" EQ. � I I IiI L� 1 1 III Ic4 III II AS SCHEDULED 2' -10 1/2" SEE PLAN �1 I 3/8' r --\— SEE PLAN 4 EQ. BUILD OUT ELEVATION SEE RCP B.O. CEILING 2TW x 281H GRAPHIC, BY OTHER FIXTURE BY FIXTURE MANUFACTURER 8" BLACK METAL BASE, TYP. SEE 13/A7.3 FINISHED FLOOR 5/8" THK. TYPE "X" GYP. BD. OVER 3 5/8" MTL. STUD FRAMING 8' -0"H 3/4" FIRE TREATED PLYWOOD @ FACE OF BUILD -OUT PROVIDE MTL. BEAD @ CORNERS, TYP. BASE AS SCHEDULED, EXTEND BASE 3/8" EACH SIDE OF FILLER WIDTH SEE INTERIOR ELEVATION FOR FIXTURE LAYOUT 12 1 1/T=12" 11 1 1/2"=12" 10 1 1/T=12" 9 1 1/2"=12" y4" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN 16" 5/8" THK. GYP. BD. OVER 3 5/8" MIL. STUD FRAMING - PROVIDE MTL. BEAD @ CORNERS, TYP. FRONT OF FIXTURE %" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN %6' 5/8" THK. GYP. BD. OVER 3 5/8" MTL. STUD FRAMING - PROVIDE MTL. BEAD @ CORNERS, TYP. FRONT OF FIXTURE 3" IOLE MIN SINGLE FIXTURE CORNER DETAIL El -5/8" MTL STUD WITH 5/8" GYP. BD. EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING FURR TIGHT TO COLUMN W/ 5/8" TYPE' X GYP. BD. 1 z 2-4 1 /2" U.O.N. 3 2' -4" PERIMETER FIXTURE CO UM CNT z o 1" 3/8" 3/8" (RECESSED CONDITION) SINGLE FIXTURE CORNER DETAIL FRONT OF FIXTURE 5/8" THK. GYP. BD. OVER 3 5/8" MTL. STUD FRAMING, PROVIDE MTL. BEAD @ CORNERS, TYP. %" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN if 6 COUBLE FIXTURE CORNER DETAIL NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE fr • • t i COLUMN COLUMN FINISH DETAIL I 1 1/T=12" W 1 1/T=12" EQ. E SEE PLAN •r: cL COLUMN 2' -0" PLAN VIEW 2 EQ. EQ. REAR OF COLUMN 0 w \ \ A.F.F. B.O. CHUNG l 12 -0" A.F.F. TRACK LIGHT 10' -T' PAINT LINE STROBE TO BE CENTERED WITHIN WHITE STRIPE ± 80 1/2" MOUNTED HEIGHT CONTINUOUS WHITE STRIPE, PAINT P -3, TYP. CONTINUOUS BLACK STRIPE, PAINT P -4, TYP. ± 63 1/2" MOUNTED HEIGHT I T TEMPERATURE SENSOR TO BE WHITE AT WHITE STRIPE, CENTER WITHIN STRIPE 7 DUPLEX RECEPTACLE & COVER TO BE BLACK AT BLACK STRIPE COLUMN ELEVATION COLUMN FINISH DETAIL NOTE: 1. G.C. TO COORDINATE W/ ELECTRICAL DWGS. 2. ALL ELECTRICAL TO BE INSTALLED AT REAR SIDE OF COLUMN FACING BACK OF SALES AREA 8" BLACK ALUMINUM CLADDED BASE, TYP. SEE 13/A7.3 FINISHED FLOOR MERCHANDISING FIXTURE SUPPLIED BY OTHERS. G.C. TO PROVIDE MOUNTING SUPPORT BEHIND COLUMN AND INSTALLATION 8"H BLACK METAL BASE BELOW, TYP. SEE 7/A7.3 1 -5/$" MTL STUD WITH 5/8" GYPSUM BOARD, LEVEL FIVE FINISH TYP. ALL SIDES U.O.N. EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING FURR TIGHT TO COLUMN NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE z 2 1 1/2"=12" w 1 \ / 1 1/2"=12" E EQ. 0 SEE PLAN COLUMN ELEVATION COLUMN 2' -0" PLAN VIEW 0 E TYP. ALL SIDES U.O.N. 1 EQ. ALIGN AF.F. B.O. CEILING CONTINUOUS WHITE STRIPE, PAINT P -3, U.O.N. 12' -0" A.F.F. TRACK LIGHT CONTINUOUS BLACK STRIPE, PAINT P -4, U.O.N. CODE C APPRO \ ,.... ..._________ 0„.‘,.F: MERCHANDISING FIXTURE SUPPLIED BY OTHERS. G.C. TO INSTALL, SEE FIXTURE PLAN FOR LOCATION TYPICAL SHELF SPACING SUPPORT BACKING BY G.C. RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER 8" BLACK ALUMINUM CLADDED BASE, TYP. SEE 13/A7.3 10' -7" PAINT LINE +0 -0 FINISHED FLOOR MERCHANDISING FIXTURE SUPPLIED BY OTHERS. 8"H BLACK METAL BASE BELOW, TYP. SEE 7/A7.3 1 5/8" MTL STUD WITH 5/8" GYPSUM BOARD, LEVEL FIVE FINISH EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE COLUMN WITH MERCHANDISE k SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: AREA: SHEET TITLE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. � F� 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M- Retail Engineering, Inc. EXPIRES: 12/07/09 V.4 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 TeE 650.871.2282 Fax 650.871.2459 11/09/02 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 COLUMN DETAILS PROJECT NO. 0744.03 SCALE: AS NOTED 5,439 SF 1 1 -12 -07 RL MW D C B A , \ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 20 NTS / \ 18 1 1/2"=12" 13 1 1/T=12" A0 Ai 0 WELDED STEEL OUTRIGGER BOLTED TO PLYWOOD 1 /4" CORIAN DECK 3/4" FIRE RATED PLYWOOD BOLTED TO WALL SHELF ATTACHED TO STEEL OUTRIGGER & PLYWOOD IN FIELD CORIAN SHELF DETAIL 8 3' -1 1/4" FIXTURE 5 memo z BUILD OUT SECTION OF WALL FIXTURE 22W x 28 "H GRAPHIC, BY OTHER FIXTURE BY FIXTURE MANUFACTURER 0 Fri ce ce w 8" BLACK METAL BASE, TYP. SEE 13/A7.3 5/8" THK. TYPE "X" GYP. BD. W/ 3/4" FIRE TREATED PLYWOOD BLOCKING BETWEEN 3 5/8" MTL. STUD FRAMING BUILD OUT PLAN DETAIL 14 1 1 1/T=12" EQ. � I I IiI L� 1 1 III Ic4 III II AS SCHEDULED 2' -10 1/2" SEE PLAN �1 I 3/8' r --\— SEE PLAN 4 EQ. BUILD OUT ELEVATION SEE RCP B.O. CEILING 2TW x 281H GRAPHIC, BY OTHER FIXTURE BY FIXTURE MANUFACTURER 8" BLACK METAL BASE, TYP. SEE 13/A7.3 FINISHED FLOOR 5/8" THK. TYPE "X" GYP. BD. OVER 3 5/8" MTL. STUD FRAMING 8' -0"H 3/4" FIRE TREATED PLYWOOD @ FACE OF BUILD -OUT PROVIDE MTL. BEAD @ CORNERS, TYP. BASE AS SCHEDULED, EXTEND BASE 3/8" EACH SIDE OF FILLER WIDTH SEE INTERIOR ELEVATION FOR FIXTURE LAYOUT 12 1 1/T=12" 11 1 1/2"=12" 10 1 1/T=12" 9 1 1/2"=12" y4" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN 16" 5/8" THK. GYP. BD. OVER 3 5/8" MIL. STUD FRAMING - PROVIDE MTL. BEAD @ CORNERS, TYP. FRONT OF FIXTURE %" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN %6' 5/8" THK. GYP. BD. OVER 3 5/8" MTL. STUD FRAMING - PROVIDE MTL. BEAD @ CORNERS, TYP. FRONT OF FIXTURE 3" IOLE MIN SINGLE FIXTURE CORNER DETAIL El -5/8" MTL STUD WITH 5/8" GYP. BD. EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING FURR TIGHT TO COLUMN W/ 5/8" TYPE' X GYP. BD. 1 z 2-4 1 /2" U.O.N. 3 2' -4" PERIMETER FIXTURE CO UM CNT z o 1" 3/8" 3/8" (RECESSED CONDITION) SINGLE FIXTURE CORNER DETAIL FRONT OF FIXTURE 5/8" THK. GYP. BD. OVER 3 5/8" MTL. STUD FRAMING, PROVIDE MTL. BEAD @ CORNERS, TYP. %" TOLERANCE ALLOWDED BETWEEN FIXTURE & WALL, EDGE OF CORNER MUST BE PLUMB & STRAIGHT WITHIN if 6 COUBLE FIXTURE CORNER DETAIL NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE fr • • t i COLUMN COLUMN FINISH DETAIL I 1 1/T=12" W 1 1/T=12" EQ. E SEE PLAN •r: cL COLUMN 2' -0" PLAN VIEW 2 EQ. EQ. REAR OF COLUMN 0 w \ \ A.F.F. B.O. CHUNG l 12 -0" A.F.F. TRACK LIGHT 10' -T' PAINT LINE STROBE TO BE CENTERED WITHIN WHITE STRIPE ± 80 1/2" MOUNTED HEIGHT CONTINUOUS WHITE STRIPE, PAINT P -3, TYP. CONTINUOUS BLACK STRIPE, PAINT P -4, TYP. ± 63 1/2" MOUNTED HEIGHT I T TEMPERATURE SENSOR TO BE WHITE AT WHITE STRIPE, CENTER WITHIN STRIPE 7 DUPLEX RECEPTACLE & COVER TO BE BLACK AT BLACK STRIPE COLUMN ELEVATION COLUMN FINISH DETAIL NOTE: 1. G.C. TO COORDINATE W/ ELECTRICAL DWGS. 2. ALL ELECTRICAL TO BE INSTALLED AT REAR SIDE OF COLUMN FACING BACK OF SALES AREA 8" BLACK ALUMINUM CLADDED BASE, TYP. SEE 13/A7.3 FINISHED FLOOR MERCHANDISING FIXTURE SUPPLIED BY OTHERS. G.C. TO PROVIDE MOUNTING SUPPORT BEHIND COLUMN AND INSTALLATION 8"H BLACK METAL BASE BELOW, TYP. SEE 7/A7.3 1 -5/$" MTL STUD WITH 5/8" GYPSUM BOARD, LEVEL FIVE FINISH TYP. ALL SIDES U.O.N. EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING FURR TIGHT TO COLUMN NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE z 2 1 1/2"=12" w 1 \ / 1 1/2"=12" E EQ. 0 SEE PLAN COLUMN ELEVATION COLUMN 2' -0" PLAN VIEW 0 E TYP. ALL SIDES U.O.N. 1 EQ. ALIGN AF.F. B.O. CEILING CONTINUOUS WHITE STRIPE, PAINT P -3, U.O.N. 12' -0" A.F.F. TRACK LIGHT CONTINUOUS BLACK STRIPE, PAINT P -4, U.O.N. CODE C APPRO \ ,.... ..._________ 0„.‘,.F: MERCHANDISING FIXTURE SUPPLIED BY OTHERS. G.C. TO INSTALL, SEE FIXTURE PLAN FOR LOCATION TYPICAL SHELF SPACING SUPPORT BACKING BY G.C. RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER 8" BLACK ALUMINUM CLADDED BASE, TYP. SEE 13/A7.3 10' -7" PAINT LINE +0 -0 FINISHED FLOOR MERCHANDISING FIXTURE SUPPLIED BY OTHERS. 8"H BLACK METAL BASE BELOW, TYP. SEE 7/A7.3 1 5/8" MTL STUD WITH 5/8" GYPSUM BOARD, LEVEL FIVE FINISH EXIST. STRUCTURAL COLUMN W/ FIREPROOFING - GC TO PATCH & REPAIR AS NEEDED TO MAINTAIN RATING NOTE: CONTRACTOR TO VERIFY THAT EXIST. COLUMN FIREPROOFING IS IN ACCORDANCE WITH CODE COLUMN WITH MERCHANDISE k SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: AREA: SHEET TITLE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. � F� 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M- Retail Engineering, Inc. EXPIRES: 12/07/09 V.4 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 TeE 650.871.2282 Fax 650.871.2459 11/09/02 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 COLUMN DETAILS PROJECT NO. 0744.03 SCALE: AS NOTED 5,439 SF 1 1 -12 -07 RL MW D C B A (E) STRUCTURE UNISTRUT BY G.C. � I I ' � B EPH RA — I \ � 36" 36" • � r� (2) 3/8" THREADED RODS BO 1M OF (E) STRUCTURE O ' j/ / / / WATER RESISTANT GYPSUM 7 1' s° L' � y ' , z BOARD WALL 8 GA. GALVINIZED STEEL WIRE TO STRUCTURE ABOVE 1 METAL CHANNEL AT FASTENED TO STRUCTURE ABOVE BY G.C. PAINT TO MATCH ANIMATION RODS. COVE CAP CAULK ALL CAPS WITH WHITE ELEVATION - SC: 12' ` 1' -0" -1 1T METAL STUDSP AT 2'-0" O.C., TYP. LATEX CAULK �4 SCHEDULED WAINSCOT V o z " ROVIDE 16GA BACKING / PLATE & PLYWOOD BLOCKING AS REQUIRED ,� Ir :. _ Q ° 0 9 z o COVE CAP CAULK ALL CAPS WITH WHITE L ATEX CAULK COVE SHEET VINYL FLOORING UP / / _.:�_.� � : .. � _ Y , , , ... / • n . ` IAN . - - - � - - - .. - -.. CARRYING CHANNEL ..._ - ,. R =1 RUC TU ;_ - _ Y _UM .....,... . ELEV •` =ION - -- - = -- :- „_._�...: _ FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 BOARD AS E UI' w1 _:- :_, -.. Q 1 - :::_. ti _. UNISTRUT BY G.C. PAINT TO MATCH ANIMATION RODS. , I LYTESPAN RECESSED TRACK AS . \ MANUFACTURED BY LIGHTOLIE► + I , l /� v WALL CANT STRIP �ROVIDE 16GA BACKING , _ _ O "" .• TE - SEE PLAN �^µ MAO �. : �..r ,�. � --t, 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com (SHIM AS REQUIRED) PROVIDE ADDITIONAL : RUCTURE �'. ?r SHEET VINYL FLOORING AND - 1/2” WHITE POWDER COATED �� � SOLID BARS J � , /fi, 1/2" S BAR, ALL A TTACH TO CHAN .` AS REQUIRED 5/8 TYPE GYP. BD. OVER 7/8" METAL FU'" NG AT 24" ON CENTER PLAN J ..:: _ • • v /� v WHITE PO DERCOAT (i ; �� -4 - o . •Oa o . , . ' - ° , , - ° ~ ` ,. - ° 20 ANIMATION ROD W/ UNI -STRUT SECTION - 1 RECESSED TRACK LIGHTING DE A IL 8 SHEET VINYL COVE BASE 4. ANIMATION ROD =12" =12" 6 " =12" 3 " =12" N / / FIXTURE \ �. / 0' / J o� ry J �� o / � ��� �� o / o `` / � w w / C 2 J ,,`r / o METAL STUDS, SEE PLAN FOR NOTE: SEE INTERIOR ELEVATION FOR BASE LOCATION ;: METAL STUDS, SEE PLAN FOR FLUSH MOUNTED ACCESS DOOR 2'-0" MIN. SIZE FRAMING NOTE: PARTITION TYPE 5/8" GYP. BD. WALL, SEE PLAN J' 2' -0" x OF PANEL AND BLOCKING BY G.C. PARTITION TYPE 5/8" GYP. BD. WALL, SEE BUILD -OUT N �j SEE INTERIOR ELEVATION FOR BASE SIZE, TYPE AND LOCATION. — & ELEVATIONS PVC TOP MOLDING WHITE - TO MATCH FRP PANELS �� - --- 1 --- -- . - �m M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43031 PHONE , FAX 614 818.2323 FOLLOW MANUFACTURE DIRECTIONS FOR FRP BASE INSTALATION PLAN & ELEVATIONS a ., 0.09" FRP PANELS- KEMLITE GLASBOARD -P W /SURFASEAL I ii %;� -1 .1\ ,r s- COLOR #85 WHITE, OR EQ BY f GYP. BD. AS PER SCHEDULE 3" SPECIFICATIONS FRAME W/ 3" WIDE, CONCEALED AS PER 3 " �1 MARLITE, ADHERE FRP TO WALL & FASTEN TO WALL W /EYELETS @ 12 O.C. PER MANUFACTURE GUIDELINES 4" RUBBER BASE BY ROPPE 700 CEILING ACCESS FINISH FLUSH TYPE LANDLORDS PANEL MOUNT HARDWARE, TAPE AND FILL BY G.C. STD. #6 BUGLEHEAD SCREW FASTENERS W ¢ > —. oo '_ W w ;. - : I . " = �' 20 GAGE ALUMINUM I. CLADING, BLACK ANODIZED I ' 1 /2'THK. PLYWOOD SECURE A7.3 � T 0 4 �� / / I ■ juilly Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel 650.871.2282 R M J J o b Corn Fax 650.8712459 MJ Job No.: 07186 � � � SERIES "BLACK" #100 SCARIFY - FRP SURFACE PRIOR BASE INST. "SEPHORA" W/ (2) # 10 @ 32 O.C. " 1 .. SCHEDULED FLOORING INTEX FORMS INC. GLASSFIBER REINFORCED GYPSUM (GFRG) FLUSH ACCESS PANEL STANDARD PANEL IS PUSH OUT TYPE. ROUGH OPENING DIMENSIONS ARE AN ADDITIONAL 6 ADDED TO THE OPENING SIZE. FLAME SPREAD (ASTM E84 - 80) 0 SMOKE INDEX (ASTM E84 -80) 0 COMBUSTION (ASTM E84 - 80) 0 CLASS A NON-RATED www.intexforms.com (650- 654 -7855) ALUMINUM BASE CLAD 2 - 7 � 2 ' p I I / / I FINISH FLOOR SEE fir, FLOOR FINISH PLAN FOR DET. ���� I / 1 BLACK METAL TRIM, SLID IN BETWEEN GWB & FIXTURE, ADHERE TO GWB • � ". 19 BUILD -OUT AXONOMETRIC DETAIL 11 FRP & RUBBER BASE DETAIL 7 SALES AREA BASE DETAIL 3 ACCESS PANEL AT GWB CEILING EXPIRES: 12/07/09 3 " =12" 3 " =12" 3 " =12" 1 1/2"=12" SCREWDR OPERATED STUD CATCH GALVANIZED DRYWALL BEAD ::;: ELEVATION = 1/2" EMT TIGHT TO 18 BACKING /z' 8" MAX. CONT. HORIZONTAL STRUT NOTCH ONLY AT INTERSECTION I WITH MAIN RUNNERS OR CROSS TEES _ y " ` DRILL 1 * . •• STRUCTURE ABOVE 12 G VERTICAL HANGER r KARP ASSOCIATES FLUSH DRYWALL ACCESS DOOR, MODEL KDW o 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED. 4" MIN WIRE o --a s o a 0 u a al r � RECEIVED CITY NOV PERMIT OF TUKV1/ILA 162007 CENTER 7809 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON ... I l /09 /Gi' p �C C F .� O® A E LAP 1110 I I , +� 111 I lk ��. �. COMPRESSION STRUT REQ D @EACH SEISMIC RESTRAINT, 12' -0" O.C. EACH WAY 3/4 EMT NOTCH I II►.. I I I I I I I I .. •` GAGE STUD SEE RCP FOR LAYOUT "SAMMY 0 0 0 0 o c o 0 0 o a a of . �� `9; ° _ �:. 4� � �p r .., ... E; � . _w� ---` :' w A SUPER SCREW" #52 MODEL 150 ww::::::::::0m ew.c 26 24' 26" A.,OUSTIC TILE CLIP ANGLE AT WALL. TYP. ■ = OVER MAIN RUNNER SECTIONA -A SYSTEM ATTACH TO R UNNER WITH #10x1- 1 /2"SHEEPMETAL 5 REWS _ _ 1 A. I C L HANGER;- EAT 0: MAIN RUNNER . `. 1� = CROSS RUNNER - _ 1 OPENING SIZE - 24 3/8 i CROSS TEE MAIN RUNNER 4 -12 GA SPLAY WIRES ; jai • ��� CEILING FINISH AS PER FINISH S CHEDULE CONCEALED .,. ; � � ` "THREADED WOOD SCREWS 1/4 ROD PAINT (P-1) SCREWS HOLES 24" . ! � c i �` � MI WIRE TIE -PAINT (P -1) GALVANIZED BEADED FRAME TO RECEIVE DRYWALL CEMENT CONDUIT PAINT P - 1 E.M.T. DIA, MAX. LENGTH M TL. ANGLE MAX. LENGTH NOTE: G INSTALL BRACING AT 12' -0" _._._ter /4" STUD LATCH 14 GAGE DOOR 11 - I 2 -07 CITY COMMENTS RE SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 1/2 " 3/4" 1" 3 -9 L 2 x 2 x 1/8 LESS THAN 6' 6" O.C. EA. WAY AND WITHIN 5' -2" L 3 x 3 x 3/16 GREATER THAN 6' 6" 4' -0" OF PERIMETER WALLS 6' -6' 10 - 08 - 07 07 -27-07 CLIENT /PRELIM. LL REVIEW RL MW 14 ACCESS PANEL IN WALL 10 SEISMIC ACT CEILING DET. b PENDANT FIXTURE BACKING ACT CEILING DETAIL Q DATE ISSUE DESCRIPTION BY CHECK NTS NTS 12 " =12" PROJECT LOCATION: SOUTHCENTER MA L L NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TU KW I LA, WA 98118 _i- -+ I COMPRESSION REQUIRED @EACH SEISMIC RESTRAINT, 12' O.C. EACH 3 /4" EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE 1/8" BOLT & LOCK NUT AFTER CEILING LEVELED. 4 "MIN. LAP E .M.T. DIA. STRUT EMT TIGHT TO AIWA STUD BACKING OTHER , — APPROVED CLIP 1\" FURRING MAIN TEEI� WAY. "j G STRUCTURE ABOVE A 12 HANGER G WIRE G VERTICAL WALL ANGLE CROSS FURRING CHANNEL III — , ,., , 11 B TH E RECES FIXTURE MAY BE :'PORTED BY - • i THE M �: TEES SPACED =w° EM •w; ° � '. VARIES 9 i _ L `° 111/ B.O. CEILIN 4 3/8 "THREADED ROD PAINTED 1) FOR IS .. V. ` I I M 1 ! tia- 4 -12 GA. SPLAY WIRES. „ad, SCREW TO MAIN BEAM W/ MI BUGLE HEAD SCREWS MIN. 1/4" THROUGH METAL FRAMING AND SECURE ENDS TO WALL ANGLES WITH POSITIVE ATTACHMENT. SEE ALSO SPECIFICATION SHEET AS02 AND USG TYPICAL CEILING SYSTEM TO :SUPPORTED BY STRUCTURAL MEMBER ONLY, DO NOT ATTACH TO EXISTING 2' -0% �.C. IA. GALV. STEEL ROD •R _'�C1" ASPHALT PAINT - . ' (P � 6 I I RUN FLEXCONDUITTIGHTTO ROD 6 % \ CONTINUOUS UNISTRUT P 1000 20GR HS CHANNEL USE AREA: 5,439 SF `• A7.3 ! n �` , �`�`.�� -;,_.; r "� .�� _•_. =' "► _ _ _ • ” '. �_.. _ - - „ � : \ ED FLAT STRAP HANGER OT TO EXCEED 4' -6" O'C' 1 C.R. 1 b GA. STEEL SUSPENDED CHANNEL PPROX_ 41-6" LARGE R CHANNEL :.. L _ . CO ��? E. IE:: =: =='i T INSTALL. LARANCE AND LIGHT FIXTURE HEIGHT. O R 1" HIGH AND 2-70.C. . , �t UNISTRUT CHANNEL JOINER TO JOIN CHANNEL ENDS) SHEET TITLE: CEILING D ETA I LS \ - 4 1111. 1... ■ - . 41 4 I NSTALLAON 5 "TYPE'x' GWB. BOCEILING � B.O. TRACK � � ATTACH CHANNEL TO FIXTURE W/ 3/8" R.H. SCREWS WITH WASHERS AND HEX NUTS, TWO ATTACHMENTS PER 4' FIXTURE % @ 24" 0.C. � � „ @ 13' - T' A.F.F. g PROJ MAX. LENGTH /8 SCREWS @ 12" 0 1C- MIN. 1/4" THROUGH METAL FRAMING NOTE: MTL. ANGLE MAX. LENGTH INSTALL BRACING AT 12' -0" AS NOTED ELECTRICAL DRAWINGS PAINT TROUGH GWB P -1 DATE: 11-12-07 DRAWN BY: RL TRACK LIGHTING TO BE SUPPORTED BY STRUCTURAL MEMBERS ONLY, DO NOT ATTACH TO EXISTING DECKING. PAINT THREADED RODS, CONDUIT AND VISIBLE COMPONENTS P -1, SEE FINISH SCHEDULE y _ -� M ° -. TEE 24" O.C. GAT IP. CAT. # 16 -59 -SM REVIEWED BY: MW 1/2" 3/4" 1" 3'-9" 5' -2" 6' - 6" L 2 x 2 x 1 /8 LESS THAN 6-6" O.C. EA. WAY AND WITHIN L 3 x 3 x 3/16 GREATER THAN 6' 6" 4 ' -0 OF PERIMETER WALLS ' DIRECT • NG CLIP CAT. � SHEET N S NO. A 7 • 3 _ #548 58-S �- OR OTHER A PPROVED IP.) 13 TROUGH & RECESSED TRACK LIGHT 9 SEISMIC GYP.BD. CEILING DET. 5 PENDANT MOUNTED TRACK LIGHT BLACK IRON GYP.BD. CEILING ► T. 1 1/2"=12" NTS NTS - 3 " =12" 5 4 5 4 3 3 2 2 1 1 D C B A / ,_7 3" HO CONTINUOUS STAGGERED FLUORESCENT LIGHT ELECTRICAL DWGS. 10'-0" A.F.F. STRIPS, SEE RCP .. SE P . . It C I o I I \ CLERK SIDE I ' 1 - T ∎�� T.O. FIXTURE FRAME 9'-8" A.F.F. _ _ IIII �IHi _Y_ _\ I 01 Z 4" 2/117 T.O. SHELF CONTINUOUS FIRE PLYWOOD SUPPORT FOR FLUORESCENT SEE ELECTRICAL LIGHTING SPECIFICATIONS METAL ANGLE FOR 2' -0" O.C. -SEE GRAPHIC TREATED SHELF BY G.C. UGHT STRIP, DWGS FOR LIGHT FIXTURE @ ELEC. DRAWINGS BOX. - I i II I I I I d FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 - - -- ill - SIDE - �, - w \ \ ELEVATION FULL NO FRAME /OPENING PARTITION AS SCHEDULED, �ry `L�'`'' -�- 2. 'aT�' ar,Y; L"' >s t" TSAR {�E 41 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com ® ®� SEE PLAN & PARTITION TYPES ■ i t I I( 1 RETAIL SIDE I llm . 5 \ u l l I I I 1 1 1 111 V N � .Z 1 20 PERIMETER FIXTURE COVE DETAIL i 1 1/2"=12" NOTE. CASH WRAPS OF 3 OR MORE ARE MADE OF ASSEMBLES OF 'CENTER (DOUBLE)' CASH WRAPS AND 'SINGLE' CASH WRAPS ONE PHONE /DATA OUTLET PER SIDE OF CASHWRAP - VERIFY WITH MEP ONE 3/4" CONDUIT PER CASH WRAP SIDE. NOTE: REGISTERS MUST HT WITHIN THESE_ CASHWRAP COUNTERS SO THAT ALL POWER AND DATA CABLES ARE FULLY CONCEALED. NOTE: CONFIRM ALL DIMENSIONS WITH STYLMARK 1'_21 /2" 1'_21 /2" FRONT EDGE OF FIXTURE RAIL SEE PLAN FOR DIMENSION FROM FLOOR P •, DATUM UNE TO FRONT EDGE FIXTURE RAIL LINE —TEXTURE DIRECTION — \ \ 10'-3 1/2' w �" 7 3 - 11 1/4 2' - 3' -11 1/4 / ° 1 1 - • - - - / !� = _.._-- -- — - - ' � '' fI / / = l —y. y __ = / / / X \ \ \ \ Emphasis On Excellence M Retoil Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 _ = ` J ___ \ \ - VI I l 1 - ,Z E — > — - - -- — = r� __ _� L _t� — r 3" HOL 1'-5' SHELF EDGE I I � \ ,VIE L V TA. 3„ ': ., ,- -_ _ PARALLEL TO FLOOR PLAN DATUM FIXTURE CONTRACTOR _ E D FINISH FLOORING AS SCHEDULED _ N. 1 ? — ' 7 / / / / \ / \ X / \ N \ \ / {� � I / I \ \ / I \ \/ / / II / / \ \ _ I I I \ \ \ / / / \ \ I I \ \ \ \ /\ / / / / / / II _ I u \ \ \ \ / u TO SHELF EDGE TO FACE OF DRAWER Juicy Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Te 650.871.2282 www.rmjse.com Fax 650.871.2459 RMJ Job No.: 07186 1'$" l ' -8 " 1 i 2'-10" _ 2 -10" 4/7 P�. E X 1'-0 1 /2' , \ 1.---- C° CC —17 %i a _-7:7, . P T i qh F , a�� a � '� ! T {aTel: ' �i' ' '' , r. r 1- •, .� .,: � -°� 1 1 4 A. A 4 jr 4• _ 5 13/16" _ ; (E) '.!UCTURAL FLOOR 3 , -8 „ HEADER BOX PROVIDED & I INSTALLED BY FIXTURE SEISMIC PI TO M , F.C. TO INSTALL FASTENED POINT TO FRAME GRAPHIC PARTITION AS SCHEDULED, 7 CASHWRAP DETAIL 1 ' FIXTURE RAIL DETAIL EXPIRES: 12/07/09 SEE PLAN & PARTITION TYPES 3/4" x 8" CONTINUOUS FIREPROOF 1 3' -1 1/4" r + - MIRROR, ELECTRICAL CONNECTION BY G.C. CONTINU:. S FLUORESCENT TYP. 4 " a, \ _ \ T8I39 REGISTERED AACNCTEC JONATHAN TSAO STATE OF WASHINGTON 11 /09 /0`i aD \ 0 0 STRIP LIGHT URES \ a` \ — OUTLET COULD '+ - a ° PLYWOOD STRIP PROVIDED BY G.C. SECURED TO WALL FOR FIXTURE ATTACHMENT " f BE AN INS AREFA LOCATED 'WHERE DE DASHED 0, 0 - • = — — ___-- -_ \ ZI l Z - ,17 N ~ l 1 FLOOR OUTLET " VI 8 L= -- TYPE CONTINUOUSFPLY LIRE. SEE ELEC. . I I IIE - - = MI - - I = � - Nu - n n = PERIMETER WALL FIXTURE _ PROVIDED AND INSTALLED BY FIXTURE --- — — — — — --- --° o. \ - - -- ° CONTRACTOR 1 \—STANDA': WALL FIXTURE 11 J BOX, SEE ELECTRICAL DRAWINGS 3' -11 1/4" 9'61/4" / / A7.4 PLAN ELEVATION TYPICAL / \ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW FOR SPECIFICATIONS - RUN 10-08 07 SEE FIXTURE PLAN FOR GONDOLA LAYOUT. \ / �. EXPOSED � 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW 5 GONDOLA FIXTURE DETAIL - TRIPLE BAY STAND. WALL FIXTURE P A DATE ISSUE DESCRIPTION BY CHECK • /4 " =12" o ° 3/4"-12" PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TU KW I LA, WA 98118 ' , ' 3'lYP / � _ - I I - ° �° - \ Oil \ Du-7 f COULD " / BE ANYWHERE INS AREA LOCATED DE DASHED ` J AREA: 5,439 SF - ° 0 CONTINUOUS FIXTURE RAIL PROVIDED AND INSTALLED BY / FIXTURE CONTRACTOR SHEET TITLE: FIXTURE & MILLWORK DETAILS l l -,F - ' ° 0 ° MECHANICALLY FASTENED TOE KICK IN BLACK " 4" FLOOR , OUTLET ROJEC 0744.03 / :TN0. CALE: AS NOTED _ E. �� fa' -o" A.F.F. SUBFLOOR 1'-0" FINISHED FLOOR. RUN TO 1 -0" FROM BACK WALL BENEATH LINEARS DATE: 1 1 -12 -07 6.-5' RECEIVED CITY OF TUKWILA DRAWN BY: RL REVIEWED BY: MW / PLAN NOV 1 6 2007 PERMIT CENTER SHEET NO. A 7 • 4 1 1 PERIMETER WALL FIXTURE SECTION 4 GONDOLA FIXTURE DETAIL - DOUBLE BAY 3/4 " =12" 3/4 " =12" 5 5 4 4 3 3 2 2 1 1 D C B III 5 5 4 4 3 3 2 2 1 D C B A / 1 „ / 13' -7' FEATURE WALL LIGHT E P H R A SEPHORA FIXTURE W/ 8" H LETTERS 13' -7" El \ - .._ B.O. CEILING alk B.O. CEILING 4' -5 7/8" / 6' -7 4' -5 7/8" —.... gir MIMI =El ME= 11=11 �.. tp LINEAR FIXTURE II / METAL STUD WALL AS 11' -3 1 /2" =� — D GYPSUM BOARD WALL BEHIND. a . i I II l ■ I LIGHT FIXTURE, T.B.D. SCHEDULED. G.C. TO . J' q I K \ t PROVIDE BLOCKING AS REQUIRED BEHIND ENTIRE FIXTURE. LINEAR FIXTURE FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 s 1 ® GWB PARTITION AS SCHEDULED, LIGHT FIXTURE. G.C. TO PROVIDE -. ®_ MEI Bin i i r TO PROVIDE 1/2" F.R.T. BLOCKING REQUIRED BEHIND LT. FIXTURE LIGHT FIXTURE BEYOND �� lc '.. , :'+. � CSC: ` �' � ` 4. � TSAO L:-P �V .�. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com BLOCKING AS REQUIRED BEHIND ENTIRE FIXTURE. - ---- LIGHT FIXTURE, BY OTHERS , LI LINEAR c P. 4` -5 7/8" Li UNEAR • ' Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 J + 0, -0„ 1 3/8" 1'4" Juilly Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 & Associates Tel: 650.871.2282 www.rmjse.com Fax: 650.871.2459 RMJ Job No -: 07186 0' -0" L ---I I T -0" --dr T.O. F -F T.O. F.F / 12'-7 1' -4" ::: _" POWER WHIP TO TIE INTO FIXTURE JUNCTION BOX BEHIND GWB. b LIGHT FEATURE DETAIL 4 LIGHT FEATURE SECTION 2 LIGHT FEATURE ELEVATION 3 " =12" 3/4 " =12" 3/4 " =12" V...5 STATE EXPIRES: 12/07/09 • .4.IalSTE' ALL/ ARCHITECT JONATHAN TSAO OF WASHINGTON " - ., 11/09/09 1S-7" _ _ _ METAL STUD WALL WITH I \CODI ... ' ' " Va „ ‘ ,• p --r _- -., ... _. B.O. CEILING + f ..I - TYPE 'X GYPSUM BOARD EACH SIDE WALL FIXTURE 2, -4„ / / 3 .. 2 , 1 „ LINEAR 15' -2" / ---- --- ! .1 1 . . ® — _._. _ 1/2" F.R.T. PLYWOOD BLOCKING AS REQUIRED . mo t. A -------- Q T / -... ,!J�- •....... .. . -..__ .. -. . I I \ \ \ \ \ I I f 7_ T T T T T T T T 999 ■ I 1 /1\ 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW I Q DATE ISSUE DESCRIPTION BY CHECK 1' -4" 12' -7 3/4" HOLD 1' -4" - 6 PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 9811$ / / / 4 � © lir RECEIVED CITY OF TUKWILA NOV 1 5 2007 PERMIT CENTER 0 LIGHT FIXTURE, BY OTHERS AREA: 5,439 SF SHEET TITLE: FIXTURE & MILLWORK DETAILS LIGHT FIXTURE BEYOND PROJECT NO. 0744.03 ' LINEAR SCALE: AS NOTED V 4 DATE: 11 -12 -07 DRAWN BY: RL REVIEWED BY: MW SHEET NO. A7.5 5 LIGHT FEATURE DETAIL - SECTION 1 LIGHT FEATURE PLAN 3/4 " =12" 3 " =12" 5 5 4 4 3 3 2 2 1 D C B A I 1 1 10'-8 5/8 SEPHR 1 _. _ _ _._._.._ ___. - -__ - -- -. _ ._. - - ._..�. _ ii .. .. E 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 �� w-.", \ -, ► 1U111\\� � ` \ ,, � 1 `►U111 ,11 U1lV N _ • - — - - ____ -_ _. _ _ T -- _ -� I / T I ___ -�- Aill na \ ____..__ _ _ _� __ _- - - - _. ___ -._.__ _ _ __.- _ -_... __ �_.- _- _ _ _ _ �__ I I / I 1 1 1 1 4 I In _H / V 1 V __ / — ± 2' -9 1/4" �s � i TSAR , 417 Montgomery Street San Francsco California 415.398.5500 p 415.398.5510 f www.tsaodeslgn.com - CV S OE C E 4 v I, ' ; i L t e v F 4 r�:. ; – — a. — \ ,, 4 O A C O f 23 0 \0 0 \ A® 104 OFFICE �� � 1 ■ II 1 1 1 � ' 2 — — ► 3/4° A ( 05 p' TURNING R ADIU S J ( � : : \ \ . N. 3 2 ♦ T O S ALE S 15 h \ �, • TO OFFICE 00\\\ \� \ \ \ \00\ \ \ \ \ \ \O \ \ \ \0�00���0� rZ/ I £ ! � I I I � 7 _ 0 „ -_ i =1.7� —i 1 I \ 1 \ 5'-0 ::hasIs \� �� ' On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 \ \ \ \ ►»> ! — L \ \! 9- Z >— A LIGN U w wIQ \ \ \ \ \ \ \ r \ \ ... \ X 19 , I � I\ \ \ \ \ `��! 1 -178 �► \ 37 18 \ 35 �� \ � - o N A7.4 � m 16 .BB1Q� � �� u A8.1 B G A A8.1 \ / ` g g a a b g g g g g g\ \ \ \ 61 \ \ \ \ ` \ _ Nzr \ I \ � \ 1� 1 \ �, �, � 0 7/8" 2' 4 1�2 \ 0 2' -1 105 H TOILET RMJ Structural Engineers Robinson 1Q3 Linden Avenue Meier So. San Francisco, CA 94080 Juilly & Associa Tel: 650.8712282 www.rmj Fax 650.871.2459 Job No.: 07186 / � RADNS I i U / • 0 � � ., �� TURNIN �► - - - — — - NO TE: SHIPPME STAGING AREA \ \ \\�� 1 ALL WALL IN STOCKROOM T O S RECEIVE FRP PANELING U.N.O. REFER TO DETAIL 11/A7.3 FOR ADDITIONAL INFORMATION. 2. ALL EXPOSED CORNERS IN STOCKROOM AND CORRIDOR TO H AVE K RO ARD STAINLESS STEEL O G CORNER GUARDS, 8 D . I . '� PANTRY 2' -0" - - -- o 2' 1 7/8" \ I \ 17 3 ©� CO O 0 8' 2 1/4" �� \I \ \ ; 1 - o \ J � J 36 . \ :: \ \ 103 ®� J `• \ \ \ \ \ • \ \ \ \ \\ \ STOCK RM. f � p 4 2 — yn b:! • r . •_ ,_,_, - _ A8,1 10' 7 1 /8 Z o p -o 1 9'$" `` ```` �1 ��\ ��' \ti� ��\0 \ ` .. \� � \ \� y \ ... a 0 A8.1 ♦ TO BREAK R Q ; • .. \ ` — n -- / iN N N LO cv C� ID c� r. c� c� c� • 67 ELEC. RMi w EXPIRES: 12/07/09 EMPLOYEE LOCKERS " c� \ I �\ C S] C� IF/ — \ T -Tii-i; \ I Ii _ L _ 1 \ ` ` \ \ b ^�U l \ RECEIVING DESK 0 @ M C� BILE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�� \ \ \ \ \\ \lam \ \ \O \ \ \ � \� \��� \ \ \\ – r N <<Z L x << 8 - b N \ \ 5'-2 1/8° �. _ — � N c c <Ix 1 CV GI • 1 Z <<Z X ([ P17 N „ l)(„ 8 N <<Z L x8 b __ __.____ .1 • \ \ \ \ 106 H ILET1 0 \ ARCHITECT STATE OF WASHINGTON 11/09/09 I au, _r__________7 I- J ," A ,„ \ \ \ \ \ \ l \ . • �<<8�b a \ 1 0 _ � 00 - fr \ \ \ \ �:2* =ilk _1 NORTH le) / 1 11-12-07 CITY COMMENTS RE- SUBMITTAL ISSUE FOR PERMIT RL RL MW MW 10 -08 -07 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW 19 ENLARGED BACKSTAGE PLAN _�_�_._� -_ — 0 .L. DATE ISSUE DESCRIPTION BY CHECK 1 /2" =12" PROJECT LOCATION: S lJ T �-I C E N T E R MALL NEW STORE 633 SO UTH C E NTER PARKWAY SUITE 1120 TUKWILA, WA 981 18 EMPLOYEE BREAK AREA STOCKROOM OFFICE AND RECEIVING TOILET NOTE: ALL DIMENSIONS ARE FROM FACE OF F SHEETROCK TO FACE OF SHEETROCK F 1 REFRIGERATOR UNDER THE COUNTER - SEPHORA 1 15 STOCK SHELVING, SIZED AS INDICATED, STL. FRAME, 10'-0" HIGH W/ BD. SHELVES - PLAN & ELEV'S. O COUNTERTO 1 1 / THK. BLACK P -LAM OVER 1 -1 /T THK. WHITE P -LAM SUPPORTS (BELOW) 9/A7.4 - PLAN & ELEV'S. 35 TOILET - 'EVER' MODEL No 091 -7045 PLUMBING DWG'S. - 2 O MICROWAVE, ABOVE COUNTER SEPHORA 1 15 MOBILE STOCK SHELVING - PLAN & ELEV'S. 23 BRACKETS ON ACE MOUNTED SUPPORTS ELEV'S 3b LAVATORY PLUMBING 2 - RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER O SINK W/ DISPOSAL UNIT PLUMBING DWG'S. - 1 17 EMPLOYEE LOCKERS, VERTICALLY STACKED W/ INTEGRAL GARMENT RACK - SEE ELEVATIONS - PLAN & ELEV'S. 24 GROMMET, W/ CAP & LINER - COORDINATE W/ SEPHORA FOR LOCATION - AS REQ'D. 37 GRAB BAR, CONCEALED MOUNTING @ 34" A.F.F., BY BRADLEY: ADDITIONAL COLLAPSIBLE GRAB BAR, AS REQ'D. BY LOCAL CODES #812001.36 • : !•s • - #812001.18 - 2 _ 2 • O COUNTERTOP, 1 -1 /2" THK. BLACK P -LAM OVER 1-1/2" THK. WHITE P-LAM CABINETS (BELOW) 14/A7.4 I5A7.4 - 1 19 MERCHANDISE WASTE CONTAINER - 1 25 a FILE CABINET, BELOW COUNTER, TYP. - 3 O PANTRY CABINETS ABOVE 14/A7.4 15A7.4 PLAN & ELEV'S. 20 STORAGE CABINET - 1 26 SHIPPING COMPUTER - 1 38 FLOOR DRAIN PLUMBING DWG'S. 2 AREA: 5,439 SF b LUNCH, 36" DIA. TABLE W/ (5) CHAIRS 1 MOP SINK PLUMBING DWG'S. - I 27 OFFICE COMPUTER - 2 39 MIRROR, SURFACE MOUNTED, BY BOBRICK #8290 2 SHEET TITLE: ENLARGED BACKSTAGE P LA N 7 LUNCH COUNTER 17/A7.5 - 28 PRINTER / FAX/ COPIER - 1 40 TOILET TISSUE DISPENSER, DUAL -ROLL, 20" A.F.F. (LOWER ROLL), BY BRADLEY #5412 2 9 WALL SOS MOUNTED PAPER TOWEL DISPENSER, STAINLESS -- 1 CORRIDOR 29 HOLD -UP BUTTON SECURITY R ACTOR 41 SOAP DISPENSER, WALL MOUNTED - 3 O ADA COMPLIANT DRINKING FOUNTAIN DWG'S. PLUMBING I 10 DVD, PER SPECIFICATION SECURITY MONITOR, ON SAFE. _ 1 42 O PAPER -TOWEL DISPENSER AND TRASH RECEPTACLE, RECESSED MOUNTED, BY BRADLEY #235 2 O 1 B EMPLOYEE TIME CLOCK, COORDINATE WITH ELEC. DRAWINGS 1 31 O SAFE, 31 "Hx23 -1 /2 "Wx20 "D - PER SPECIFICATION - 1 43 FEMANINE NAPKIN DISPOSAL, SURFACE MOUNTED, SATIN FINISH, BY BRADLEY #4731 -15 - 1 PROJECT NO. 0744.03 0 21 MIRROR - FULLY FRAMED 2'-0'W x 5'-0"H, MOUNTED @18" A.F.F. - 1 32 BULLETIN BOARD, PER SPECIFICATIONS SEPHORA 1 45 30"x36 "H WALL CABINET (WHITE) W/ ADJ. SHELVES @ TOILET ROOM SCALE: AS NOTED 49 WALL MOUNTED TV - 1 O PENCIL TRAY HAFELE MODEL #: 429.59.350 G.C. 2 DATE: 11 -12 -07 MISCELLANEOUS DRAWN BY: RL 4b WATER METER PLUMBING DWG'S. - REVIEWED BY: MW 47 WATER HEATER, MOUNTED ABOVE CEILING PLUMBING DWG'S. - - SHEET NO. A8•O SYMBOL DESCRIPTION REF. # BY QUANT. SYMBOL DESCRIPTION REF. # BY r QUANT. SYMBOL DESCRIPTION REF. # BY QUANT. SYMBOL DESCRIPTION REF. # BY QUANT. 17 FIXTURE & EQUIPMENT SCHEDULE NTS 5 4 4 3 3 2 2 1 1 II: D C B A 5 5 4 4 3 3 2 2 1 1 D C B A V V V V ^,./ V V V V V' 'V V V ".../- V `,./- V V 'V V V V V 'V V V V V V --,./- V V `V V V V V V V V V 1 GWB WALL J ADA DRINKING GWB WALL j GWB WALL * SEPHORA P-3 P-3 ADA P-3 DRINKING \\\ FOUNTAIN wc FOUNTAIN * 1 , FIRST MARKET TOWER 525 MARKET STREET, 1 1TH FLOOR SAN FRANCISCO, CA 94105 FRP-1 I h U - LLJ b i Z x -6 1 IZI < < 0— 1 cl_ b IY 'Z."0 NMI < Zn -4 NRAI 11C N1VI' 1 _ ___. TSAO :'w - ------ - - - ' - e• .- • . , Al 7 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com \ \ I I .. 1 t < Os. 1Z BASE EMPLOYEE LOCKERS .,..) 14 —\-LL — -N-LL B-2 BASE BASE B-2 14 B-2 ^■7 WC ._3; .67. FRP-1 20 ELEVATION AT EMPLOYEE LOCKERS 1 6 ELEVATION AT ADA DRINKING FOUNTAIN 1 /Z'=12" 1 IT= 12" Emphasis On Excellence M Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 GWB WALL NOTE G.C. TO PROVIDE BLOCKING AS REQUIRED FOR ALL NEW CARPENTRY, EQUIPMENT & ACCESSORIES. N. P-3 0 3-DRAWER FILE N CABINET BY OWNER 9 EQ EQ EQ EQ 4' 9 4 A8.2 0 2'-1" A8.2 EQ. EQ. A7.4 A7.4 EQ. RMJ Structural Engineers Robinson Meier So. San Francisco, CA 94080 Juilly & Associates 103 Linden Avenue Tel: 650.871.2282 www.nnjse.com Fa.)c 650.8712459 R1VIJ Job No.: 07186 2'-9" 2'-0" 3'' -/ (N) CLG \ (N) CLG ACT-1 ACT-1 __,, WALL OVERHEAD CABINETS DOOR & FRAME , .,8 - .Z 1 WHITE P-LAM DOORS BUILT-IN FOR MICROWAVE I Zl CD Z — m b U ZO n JNI1Il310V '0'8 „0 26 GWB . Z - 7 / \, GWB WALL N P-4 • / N P-3 P-3 . N 1 / 30 0 0 - ..7 0 . � i - - \, 1 \ 1 1 / \ \/ 22 EXPIR 12/0 ARCHrtECT JONATHAN TSAO STATE OF WASHINGTON 11/09/0? GI MONITOR FILE CABINET MONITOR ELECTRICAL OUTLETS AT 18" A.F.F. TYP., SEE ELECTRICAL DRAWINGS FOR a -z 2'-0 1/4" CLR. SIDE PANEL zo & BOTTOM SHELF _ • 4111 4 41 -- e= / / / 9 3' -4" CLR. 1-1 IT THICK CONTINUOUS BLACK P-LAM COUNTERTOP OPEN TO ROLL-UP o o PENCIL TRAY--\ -' LOCATIONS / \ SAFE, PER SPECIFICATION - COORDINATE W/ SEPHORA FOR SAFE'S DIMENSIONS ---T - ,\=, \ \ rr-/' Alb. -.- NIP I I I I ----------- ACCES SIBL E SPACE UNDER SINK i loo M M '''. N OP EN CPU 1 I C] CPU , - , •IMMILMMEN BASE - , -, BASE \ TO BREAK ROOM BASE -- - - 11 2'-1 3/4 B-2 B-2 ELEVATION "B" 1J 3'-8 3/4 ' „- ----. \ I B-2 "A" ELEVATION CLR. CO MPL-r‘ \ CO wo RoV ED \ \ P s . . , i 1 9 ELEVATION AT RECEIVING DESK 1 5 ELEVATION AT ADMINISTRATIVE OFFICE 2 ELEVATION . 1 ,1 ) d'3t.3‘ ::\ ) ‘ AT PANTRY , - ‘ ‘ 3/e=12" 3/4"=12" 3/4"=12" — r , ,g \-- k_- -1 \ ' 3. _ r, -' 8'-0" C' 8'-0" OF TOILET c OF SOAP L DISPENSER c OF SINK L MIRROR , - -- - i- ,--.--- & 1 r -C 8 -0 8'" A 1,-12-07 CITY COMMENTS RE-SUBMITTAL RL MW 4, B.O. GWB CLG. B.O. GWB CLG. GWB WALL FEMININE NAPKIN DISPOSAL, WHERE NOTED ON PLAN B.O. GWB CLG. 4 ,,, 2'x3' MIRROR, INSTALL 39 1) 0 - 7 , , „ „ . . • . 3 B.O. GWB CLG. 10-08-07 ISSUE FOR PERMIT RL MW ' DIRECTLY TO GYPSUM BOARD WALL, GRIND ALL EDGES SMOOTH, S.S. CHANNEL AT TOP AND BOTTOM, SEAL PERIMETER WITH WHITE LATEX-BASED CAULK RECESSED PAPER TOWEL DISPENSER AND TRASH A i LIQUID SOAP DISPENSER, RECEPTACLE Cr -0" GWB WALL 07-27-07 CLIENT/PRELIM. LL REVIEW RL MW DOOR & FRAME / / P-3 P-3 L DATE ISSUE DESCRIPTION BY CHECK FRP PANEL TYP P-4 / / / / / i=g) \ \ \ \ \ 39"-41" PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 -1 42 I WAINSCOT, TYP. \ \\ 4 I ALIGN WITH BOTTOM OF MIRROR, SEAL PERIMETER WITH WHITE LATEX-BASED CAULK -\-- ' W 46 43 Zo _ zo M _L II 36 10" '- -0' MIN.,/ MAX. —, 36 —. . \\„..-------./ a ,. c.-, c OF GRAB BARS 1 - & T.O. SINK (69 \ lo ,Y, z IO3SNIVM l3NV AREA: 5,439 SF . q 1 ;,- 0'-0" 0- - 'XvW ,.4i ;Ni dM 13NVd ddJ 'NIW / 40 TWO-ROLL TOILET PAPER DISPENSER al-0" = -. f›. - . 'NIW ,£ NIW £ SHEET TITLE: BACKSTAGE ELEVATIONS CO < OF TP / I I ' SPENSER .-_ 4" 0_ b 40 kr OF TOILET Ce) PAPER _ ddi � _ 'NIW — ..S-.Z .L-. —c') DISPENSER PROJECT NO. 0744.03 Cr-0" r -3 1 l'-6" SCALE: AS NOTED \ + + FIN. FLOOR TO CORRIDOR FIN. FLOOR l-0" MAX. \ - \ 1 1 l'-6" FIN. FLOOR + 6' -- --) r MIN. 1"N. FIN. FLOOR + DATE: 1 1-12-07 MIN. ,, MIN. MAX. ELEVATION "A" NOTE G.C. TO PROVIDE BLOCKING IN PARTITIONS FOR ACCESSORIES. ALL NEW ,•,--/ ..,— _7' 8 DRAWN BY: RL A7.3 RECEIVED 1 -5 CITY OF TUKVVILA MIN. ELEVATION "B" ELEVATION "C" ELEVATION "Di NOV 1 6 2007 PERMI T CEN.TER REVIEWED BY: MW SHEET NO. A 8 • 1 1 7 ADA COMPLIANT TOILET ELEVATIONS 3/4"=12" 5 5 4 4 3 3 2 2 1 1 D C B A 5 5 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. 3. MILLWORK CONTRACTOR IS TO FURNISH SHOP DRAWINGS TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION WHEN REQUIRED. SEE SHOP DRAWING REQUIREMENTS ON NOTES & SCHEDULES SHEET A0.1. 4. ALL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. 5 . 3 4 1 3 ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, GROUNDS ETC., SHALL BE FIRE RETARDANT AND COMPLY WITH THE LANDLORD'S FIREPROOF GOVERNING BUILDING CODE REQUIREMENTS. NO FIELD FINISHING OTHER THAN MINOR TOUCH -UPS OF FIXTURE MILLWORK WILL BE PERMITTED. PROVIDE 2-1/2" BLACK PLASTIC GROMMETS IN COUNTERTOP AT MANAGER'S DESK AND RECEIVING DESK. 6. ALL FINISHED VENEERED WOOD SHALL BE FREE FROM KNOTS, SHAKES AND OTHER DEFECTS AFFECTING EITHER DURABILITY OR APPEARANCE, & SHALL BE CAREFULLY SELECTED FOR GRAIN & COLOR FOR MARKED VARIATIONS AT JOINTS BETWEEN VENEERS. FIXTURE NOTES (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON HEAVY DUTY BRACKETS & STANDARDS, TO BE SCREWED INTO SHELVES. G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 3/4 " =12" GWB PARTITION PAINT AS SCHEDULED PANEL WAINSCOT (FRP -1) ON ALL 3 SIDES OF NICHE, SEE FINISH SCHEDULE MERCHANDISE WASTE DRUM CORNER GUARD AS SCHEDULED GWB PARTITION PAINT AS SCHEDULED (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON HEAVY DUTY BRACKETS & STANDARDS - TO BE SCREWED INTO SHELVES, G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 3/4 " =12" PANEL WAINSCOT (FRP -1) ON ALL 3 SIDES OF NICHE, SEE FINISH SCHEDULE 3/4 " =12" CORNER GUARDS AS SCHEDULED, TYP. AT BOTH SIDES MERCHANDISE WASTE DRUM 4" HIGH BASE AS SCHEDULED NOTE: ALL CABINETS ARE STOCK WHITE FINISH W/ FILLERS AS REQ'D TO MATCH ADJUSTABLE SHELF PROVIDE MILLWORK BUILT -OUT FOR MICROWAVE MICOWAVE BY OWNER P -LAM (PL -1) FIXED SHELF UNDERCOUNTER LIGHT FIXTURE, SEE ELECT. DWGS. P-LAM (PL -2) COUNTER TOP UNDER COUNTER REFRIGERATOR BY OWNER. 1' -2" 2' -0' MIN. (SEE PLAN) L J 'o 1 SECT. AT MERCH. WASTE NICHE 2' -6" MIN. / ■ I I L T I 9 0 or 0 z 0 ELEV. AT MERCH. WASTE NICHE CONTI .•i OUS COUNTER TOP 3/4" THIC. DF BD. , W/ P -LAM -2 Fl H ON ALL SIDES AND EDGES OF COUNTER TOP, SUPPORTS & QED SECTION AT BREAK COUNTER 1 ' -0 3/8" OLD CLEAR I .7 2 2' -2" —J N SECTION AT REFRIGERATOR ADJUSTABLE SHELF P -LAM (PL -1) CABINET UNDER COUNTER LIGHT FIXTURE, SEE ELECT. DWGS. 3/4 " =12" ARE S W/ FILLE P -LAM (PL -2) COUNTER TOP AND BACKSPLASH INSULATE HOT WATER SUPPLY AND DRAIN LINES OTE: ALL CABINETS CK WHITE FINISH AS REQ'D TO MATCH ADJUSTABL ELF - P -LAM (PL -1) CABINET UNDER COUNTER LIGHT FIXT. TYPE "G3" P -LAM (PL -2) CO TER TOP AND BACKS ADJUSTABLE SHELF /4 " =12" 3/4"=-12" 3/4 " =12" UTENSIL DRAWER c� 9 N co 9 N se w 0 Z w w 7— c9 N U W 0 w U U- O SINK l'-2" J U 2' -4" 1 ' -2" 1 1' -2" 2' -4" 2' -2 2-2" N N 9, 0 CN SECT. AT KITCHEN SINK LE N. C') SECT. AT KITCHEN COUNTER (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ONDOUBLE SLOTTED BRACKETS & STANDARDS - TO BE SCREWED INTO SHELVES, G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 2 1 /2" BLACK GROMMETS, TYP. P LAM (PL -2) COUNTER TOP RECEIVED CITY OF TUKWILA NOV 1 6 Z007 PERMIT CENTER SECT. AT RECEIVING COUNTER 0150b(a (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON BRACKETS ON DOUBLE SLOTTED SURFACE MOUNTED STANDARDS. SHELF BRACKETS SCREWED TO SHELF. 1 P -LAM (PL -2) COUNTER TOP PENCIL DRAWER, AS SPECIFIED, COORD. LOCATION WITH FILE CABINET CLEARANCE - SEE ELEVATIONS & SCHEDULE 1 /A8.0 CENTER DIVIDER, COORDINATE LOCATION WITH FILE CABINET CLEARANCE - SEE ELEVATIONS. SECTION AT OFFICE COUNTER PROJECT LOCATION: AREA: DATE: TSAO SHEET TITLE: DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 EXPIRES: 12 /07/09 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com 7809 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 11/09/0Y MILLWORK DETAILS Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED 11 -12 -07 RL MW B A /'� \ A 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 5 5 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. 3. MILLWORK CONTRACTOR IS TO FURNISH SHOP DRAWINGS TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION WHEN REQUIRED. SEE SHOP DRAWING REQUIREMENTS ON NOTES & SCHEDULES SHEET A0.1. 4. ALL MILLWORK IS TO CONFORM TO A.W.I. PREMIUM STANDARDS. 5 . 3 4 1 3 ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, GROUNDS ETC., SHALL BE FIRE RETARDANT AND COMPLY WITH THE LANDLORD'S FIREPROOF GOVERNING BUILDING CODE REQUIREMENTS. NO FIELD FINISHING OTHER THAN MINOR TOUCH -UPS OF FIXTURE MILLWORK WILL BE PERMITTED. PROVIDE 2-1/2" BLACK PLASTIC GROMMETS IN COUNTERTOP AT MANAGER'S DESK AND RECEIVING DESK. 6. ALL FINISHED VENEERED WOOD SHALL BE FREE FROM KNOTS, SHAKES AND OTHER DEFECTS AFFECTING EITHER DURABILITY OR APPEARANCE, & SHALL BE CAREFULLY SELECTED FOR GRAIN & COLOR FOR MARKED VARIATIONS AT JOINTS BETWEEN VENEERS. FIXTURE NOTES (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON HEAVY DUTY BRACKETS & STANDARDS, TO BE SCREWED INTO SHELVES. G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 3/4 " =12" GWB PARTITION PAINT AS SCHEDULED PANEL WAINSCOT (FRP -1) ON ALL 3 SIDES OF NICHE, SEE FINISH SCHEDULE MERCHANDISE WASTE DRUM CORNER GUARD AS SCHEDULED GWB PARTITION PAINT AS SCHEDULED (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON HEAVY DUTY BRACKETS & STANDARDS - TO BE SCREWED INTO SHELVES, G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 3/4 " =12" PANEL WAINSCOT (FRP -1) ON ALL 3 SIDES OF NICHE, SEE FINISH SCHEDULE 3/4 " =12" CORNER GUARDS AS SCHEDULED, TYP. AT BOTH SIDES MERCHANDISE WASTE DRUM 4" HIGH BASE AS SCHEDULED NOTE: ALL CABINETS ARE STOCK WHITE FINISH W/ FILLERS AS REQ'D TO MATCH ADJUSTABLE SHELF PROVIDE MILLWORK BUILT -OUT FOR MICROWAVE MICOWAVE BY OWNER P -LAM (PL -1) FIXED SHELF UNDERCOUNTER LIGHT FIXTURE, SEE ELECT. DWGS. P-LAM (PL -2) COUNTER TOP UNDER COUNTER REFRIGERATOR BY OWNER. 1' -2" 2' -0' MIN. (SEE PLAN) L J 'o 1 SECT. AT MERCH. WASTE NICHE 2' -6" MIN. / ■ I I L T I 9 0 or 0 z 0 ELEV. AT MERCH. WASTE NICHE CONTI .•i OUS COUNTER TOP 3/4" THIC. DF BD. , W/ P -LAM -2 Fl H ON ALL SIDES AND EDGES OF COUNTER TOP, SUPPORTS & QED SECTION AT BREAK COUNTER 1 ' -0 3/8" OLD CLEAR I .7 2 2' -2" —J N SECTION AT REFRIGERATOR ADJUSTABLE SHELF P -LAM (PL -1) CABINET UNDER COUNTER LIGHT FIXTURE, SEE ELECT. DWGS. 3/4 " =12" ARE S W/ FILLE P -LAM (PL -2) COUNTER TOP AND BACKSPLASH INSULATE HOT WATER SUPPLY AND DRAIN LINES OTE: ALL CABINETS CK WHITE FINISH AS REQ'D TO MATCH ADJUSTABL ELF - P -LAM (PL -1) CABINET UNDER COUNTER LIGHT FIXT. TYPE "G3" P -LAM (PL -2) CO TER TOP AND BACKS ADJUSTABLE SHELF /4 " =12" 3/4"=-12" 3/4 " =12" UTENSIL DRAWER c� 9 N co 9 N se w 0 Z w w 7— c9 N U W 0 w U U- O SINK l'-2" J U 2' -4" 1 ' -2" 1 1' -2" 2' -4" 2' -2 2-2" N N 9, 0 CN SECT. AT KITCHEN SINK LE N. C') SECT. AT KITCHEN COUNTER (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ONDOUBLE SLOTTED BRACKETS & STANDARDS - TO BE SCREWED INTO SHELVES, G.C. TO PROVIDE REQ'D. BLOCKING, TYP. 2 1 /2" BLACK GROMMETS, TYP. P LAM (PL -2) COUNTER TOP RECEIVED CITY OF TUKWILA NOV 1 6 Z007 PERMIT CENTER SECT. AT RECEIVING COUNTER 0150b(a (3) 3/4" THICK BLACK P -LAM (PL -2) SHELVES ON BRACKETS ON DOUBLE SLOTTED SURFACE MOUNTED STANDARDS. SHELF BRACKETS SCREWED TO SHELF. 1 P -LAM (PL -2) COUNTER TOP PENCIL DRAWER, AS SPECIFIED, COORD. LOCATION WITH FILE CABINET CLEARANCE - SEE ELEVATIONS & SCHEDULE 1 /A8.0 CENTER DIVIDER, COORDINATE LOCATION WITH FILE CABINET CLEARANCE - SEE ELEVATIONS. SECTION AT OFFICE COUNTER PROJECT LOCATION: AREA: DATE: TSAO SHEET TITLE: DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 EXPIRES: 12 /07/09 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com 7809 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 11/09/0Y MILLWORK DETAILS Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED 11 -12 -07 RL MW B A GENERAL CONDITIONS LANDLORD MEETING CONTRACTOR IS REQUIRED TO SCHEDULE A PRE - CONSTRUCTION MEETING WITH THE LANDLORD PRIOR TO BEGINNING WORK AND SHALL SUPPLY A WRITTEN REPORT OF THAT MEETING TO THE OWNERS PROJECT MANAGER. PRE - CONSTRUCTION MEETING IMMEDIATELY UPON RECEIPT OF THE NOTICE TO PROCEED FROM THE OWNER, THE CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING, OTHER THAN THE LANDLORD MEETING, TO BE HELD AT THE STORE LOCATION. THE CONTRACTORS' AND OWNERS' ASSIGNED PROJECT MANAGERS, JOB SUPERINTENDENT ALONG WITH PRIME SUBCONTRACTORS SHALL ATTEND THIS MEETING. SCHEDULE UPDATES CONTRACTOR SHALL PROVIDE THE OWNER WITH A REVISED SCHEDULE AT THE END OF EACH CONSTRUCTION WEEK. THIS SCHEDULE SHALL BE COMMUNICATED BY EMAIL OR FAX TO THE OWNERS PROJECT MANAGER BY 5:00 PM OF THAT WEEKS FRIDAY. CARE OF OWNER SUPPLIED MATERIAL AND EQUIPMENT THE CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING, CARE AND CUSTODY OF ALL OWNER SUPPLIED MATERIALS AND EQUIPMENT. ANY DAMAGES, SHORTAGES, BACKORDERS, ETC. SHALL BE REPORTED TO SEPHORA PURCHASING IMMEDIATELY. ORDERING OF OWNER SUPPLIED MATERIAL ( SELECTED FLOORING) GENERAL CONTRACTOR IS RESPONSIBLE FOR TAKE OFFS OF CARPET AND SALES AREA TILE /STONE. OVER ORDERING IN EXCESS OF 10% WILL BE BACK CHARGED TO THE GENERAL CONTRACTOR. CONTRACTOR REQUIRED TAKE OFFS AND ORDERS SHALL BE EXECUTED EARLY ENOUGH IN THE JOB SO AS NOT TO INCUR EXPEDITED DELIVERY COSTS (IE: FEDEX, DHL, OVERNIGHT, ETC.) ANY EXPEDITING COSTS OTHER THAN THOSE ASSOCIATED WITH DESIGN CHANGES SHALL BE BORNE BY THE GENERAL CONTRACTOR. OWNER LABOR OWNER MAY PROVIDE A LABOR FORCE TO PLACE OR MOVE PROPERTY, ETC. SUCH LABOR IS NOT TO BE USED FOR CONSTRUCTION CLEAN -UP OR FOR ANY OTHER CONTRACTOR FUNCTION NOT DESIGNATED BY OWNER. OWNERS' CONTRACTOR'S OWNER PROVIDED CONTRACTORS ARE SCHEDULED AS REQUIRED BY THE OWNER TO MEET THE OPENING DATE PER ARTICLE 2 OF THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR SHALL EXTEND ACCESS TO THE SITE TO OWNER PROVIDED CONTRACTORS TO COMPLETE THERE WORK AS SCHEDULED. IF OWNER FURNISHED CONTRACTORS ARE UNABLE TO ACCESS THE SITE AS REQUIRED TO MEET THEIR SCHEDULED DATES, GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH EXPEDITION, REMOBILIZATION AND DELAY. PROPERTY PROTECTION CONTRACTOR SHALL NOT PLACE OR STORE ANY COMBUSTIBLES WITHIN THE PREMISES UNLESS CONTRACTOR SUPPLIES A CONTINUOUS FIRE WATCH SERVICE OR ALL FIRE PROTECTION SYSTEMS ARE FULLY MONITORED AND OPERATIONAL. CONTRACTOR SHALL PROVIDE SUFFICIENT SECURITY MEASURES TO DETER THEFT, VANDALISM AND OTHER DAMAGE AND SHALL PROTECT ALL ELEMENTS OF THE WORK. ALL ACCESS POINTS TO THE STORE SHALL BE SECURELY LOCKED AT ALL TIMES. OWNER WILL BE RESPONSIBLE FOR SECURITY SERVICE AFTER THE DELIVERY OF THE MERCHANDISE, HOWEVER, CONTRACTOR SHALL REIMBURSE OWNER FOR EXTRA SECURITY COST DUE TO LATE COMPLETION OF THE WORK PER ARTICLE 2 AND 16.5 OF THE CONTRACT. NO EATING, DRINKING OR SMOKING IS PERMITTED IN THE STORE AFTER THE FIXTURING DATE AS SPECIFIED IN ARTICLE 16.5.2. PRESENCE OF CONTRACTORS SUPERINTENDENT ON OPENING DAY GENERAL CONTRACTOR'S SUPERINTENDENT OR FOREMAN SHALL BE ON THE PREMISES UNTIL THE END OF BUSINESS ON OPENING DAY, AS FURTHER DESCRIBED IN ARTICLE 2 OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL PROVIDE SEPHORA'S PROJECT MANAGER AND THE STORE DIRECTOR WITH A TYPEWRITTEN SUB - CONTRACTORS LIST THAT INCLUDES ALL SUB- CONTRACTORS ADDRESSES, TELEPHONE NUMBERS, EMERGENCY CONTACT NUMBERS AND CONTACT NAMES BY THE FIXTURE DATE, AS DESCRIBED BY ARTICLE 2 OF THE CONTRACT. PRIME SUB - CONTRACTORS SHALL BE AVAILABLE BY EMERGENCY TELEPHONE CONTRACT UNTIL THE END OF BUSINESS ON OPENING DAY. FIXTURE START FIXTURE CONTRACTOR WILL PROVIDE EQUIPMENT FOR OFFLOADING FIXTURES. A MINIMUM AVAILABLE OPENING OF 48" WIDE BY 80" HIGH, FOR LARGE FIXTURE DELIVERY, MUST BE PROVIDED IN THE BARRICADE, ALIGNED WITH THE FRONT DOOR OPENING. THE ELECTRICAL CONTRACTOR SHALL HAVE LABOR AVAILABLE TO CONNECT POWER TO THE OWNER SUPPLIED FIXTURES AS THEY ARE INSTALLED PER THE PLANS AND SPECIFICATIONS. THE GENERAL CONTRACTOR IS TO PROVIDE (2) LABORERS FOR DEBRIS REMOVAL. PROTECTION OF FINISHES GENERAL CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OF ALL FINISHES THAT MAY BE DAMAGED BY FIXTURE DELIVERY AND INSTALL. THEY INCLUDE BUT ARE NOT LIMITED TO LOADING DOCK, PARKING LOT, CURBS, HALLWAYS, FLOORING, SERVICE CORRIDORS, COLUMNS AND COLUMN ENCLOSURES, ENTRANCES AND STOREFRONTS. IN STORE FLOORING MUST BE PROTECTED AT ALL TIMES AGAINST DAMAGE FROM THE MOVEMENT AND INSTALLATION OF FIXTURES AND FIXTURE COMPONENTS. DEBRIS DISPOSAL SERVICES CONTRACTOR SHALL PROVIDE DEBRIS DISPOSAL SERVICES FOR THE REFUSE ASSOCIATED WITH THE FIXTURE INSTALLATION, INCLUDING BUT NOT LIMITED TO, CRATES, PALLETS, BOXES, BUBBLE WRAP, DUNNAGE AND PACKAGING MATERIAL. THE GENERAL CONTRACTOR IS TO PROVIDE (1) LABORER INCLUDING (1) WEEKEND FOR MERCHANDISING DEBRIS REMOVAL. A MINIMUM OF (1) 30 YARD DEBRIS BOX SHALL BE ON SITE AND AVAILABLE FOR FIXTURE CONTRACTORS DEBRIS OVER WEEKENDS DURING FIXTURING. CONTRACTOR SHALL PROVIDE DEBRIS DISPOSAL SERVICES FOR THE REFUSE ASSOCIATED WITH STORE MERCHANDISING, INCLUDING BUT NOT LIMITED TO, CRATES, PALLETS, BOXES, BUBBLE WRAP, DUNNAGE AND PACKAGING MATERIAL. THESE DISPOSAL SERVICES SHALL CONTINUE UNTIL OPENING DAY AS FURTHER DESCRIBED IN ARTICLE 2 OF THE CONTRACT. A MINIMUM OF (1) 30 YARD DEBRIS BOX SHALL BE ON SITE AND AVAILABLE FOR OWNERS DEBRIS OVER WEEKENDS DURING MERCHANDISING. STORE TURN OVER THE STORE TURNOVER DATE IS FURTHER DESCRIBED AS THE DATE OF SUBSTANTIAL PERFORMANCE IN ARTICLE 2 OF THE CONTRACT. ON THAT DATE ALL CONSTRUCTION RELATED TOOLS AND MATERIALS (INCLUDING, BUT NOT LIMITED TO LADDERS, BAKER RACKS, TOOL BOXES, LIFTS, ETC.) MUST BE GONE FROM THE SITE. ALL DEBRIS ASSOCIATED WITH FIXTURING AND CONSTRUCTION MUST BE OUT OF THE SPACE. IF ANY AREAS EXIST THAT ARE NIC (SUCH AS BASEMENTS, SPRINKLER ROOMS, EXIT STAIRS, ETC.) THEY SHALL BE BROOM CLEANED PRIOR TO THIS DATE. ALL ACCESS POINTS TO THE STORE WILL BE LOCKED. KEYS WILL BE UNDER THE CONTROL OF SEPHORA STAFF AND ALL ENTRY AND EXIT TO THE PROJECT WILL BE AT THEIR CONVENIENCE. PUNCHLIST THE PUNCHLIST INSPECTIONS ARE REQUIRED FOR EACH STORE. THE FIRST MUST BE PERFORMED BEFORE ACCESS TO THE CEILING IS COVERED BY DRYWALL. THE SECOND SHALL BE PERFORMED PRIOR TO THE STORE OPENING DATE. THE GENERAL CONTRACTOR SHALL NOTIFY SEPHORA, A MINIMUM OF ONE WEEK PRIOR TO THE CLOSURE OF THE CEILING, WHEN THE ABOVE CEILING SYSTEMS ARE READY FOR INSPECTION. THE DESIGN CONSULTANT, OR DESIGNATED REPRESENTATIVE, SHALL PERFORM THE INSPECTION DURING THE WEEK PRIOR TO CLOSURE OF THE CEILING. A WRITTEN REPORT OF DEFICIENCIES SHALL BE ISSUED TO THE SUPERINTENDENT UPON INSPECTION. THE GENERAL CONTRACTOR SHALL MAKE AVAILABLE FOR THE INSPECTION OF THE DESIGN CONSULTANT ALL CONDUIT, DUCTWORK, VAV BOXES AND ADDITIONAL SYSTEMS ABOVE CEILING. MECHANICAL ABOVE CEILING INSPECTION CHECKLIST THIS INSPECTION IS OF CRITICAL IMPORTANCE BECAUSE AFTER THE CEILING IS FINISHED WITH DRYWALL IT IS NO LONGER ACCESSIBLE. • VERIFY THAT ALL EQUIPMENT, DUCTWORK AND PIPING ARE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. NOTE WHERE RELOCATIONS ARE NECESSARY DUE TO OBSTRUCTIONS. • CHECK ALL DRAIN LINES FOR PROPER SLOPE • NOTE ALL WORK NOT YET COMPLETE AND /OR NOT MEETING THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND /OR CODES. • VERIFY THAT THE CLEAR HEIGHTS OF ALL DUCTWORK AND EQUIPMENT CAN ACCOMMODATE RECESSED LIGHTS AND SPEAKERS. ELECTRICAL ABOVE CEILING INSPECTION CHECKLIST • VERIFY ROUGH -IN FOR ELECTRICAL EQUIPMENT TO ABOVE CEILING MECHANICAL UNITS. • VERIFY ROUGH -IN SECURITY SYSTEM POWER AND CAMERA DROPS. • VERIFY THAT THERE IS A CAT5 WIRE PULLED TO ABOVE THE FRONT DOOR FROM THE TELEPHONE BACKBOARD. APPROXIMATE 16 FOOT DROP SHALL BE COILED AND TIED TO BULKHEAD FRAMING NEAR THE ACCESS DOOR TO THE SIGN TRANSFORMER. • VERIFY SOUND CANS AND EGRESS LIGHTING IS IN PLACE AND WIRED. ARCHITECTURAL INSPECTION CHECKLIST • THE OWNERS REPRESENTATIVE WILL PERFORM A FULL ARCHITECTURAL PUNCHLIST TYPICALLY ONE WEEK PRIOR TO MERCHANDISING. THE GENERAL CONTRACTOR SHALL REQUEST THE PUNCHLIST AS PER PROJECT CONDITIONS. THE GENERAL CONTRACTOR WILL HAVE 5 DAYS CORRECT ITEMS AND SHALL CO- ORDINATE THE WORK AS CONVENIENT TO THE STORE OPERATION AND WITH MINIMAL DISRUPTION. CONFIRM ALL LANDLORD REQUIREMENTS AND DOCUMENTS SUBMITTED IN ACCORDANCE WITH TENANT MANUALS. • CONFIRM THAT UTILITY ACCOUNTS ARE PROPERLY TRANSFERRED TO SEPHORA. • VERIFICATION OF LEASE SPACE ACTUAL AREA. • COMMISSION LIGHTING CONTROL PANEL. GRAND OPENING HVAC FILTERS MUST BE CHANGED PRIOR TO GRAND OPENING ON ALL MECHANICAL EQUIPMENT SERVING STORE AS PER MANUFACTURERS RECOMMENDATIONS. BARRICADE SHALL BE REMOVED BY THE CONTRACTOR OR AS REQUIRED BY THE MALL OR MUNICIPALITY. A DETAILED CLEANING OF THE ENTIRE STORE (EXCEPTING FIXTURES) MUST BE PERFORMED IMMEDIATELY PRIOR TO GRAND OPENING DAY. EMERGENCIES IN THE EVENT OF A DEFECT AND /OR FAILURE, WHICH IS IN NATURE OF OR CAUSES AN EMERGENCY CONDITION (WITHIN OWNER'S SOLE JUDGMENT), OWNER MAY UNDERTAKE THE ADDITIONAL WORK OF CORRECTION AND REPLACEMENT ON BEHALF OF AND WITHOUT ADVANCE NOTICE OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR WILL THEN RECEIVE NOTICE AND REQUIREMENTS FOR SUBSEQUENT CORRECTIVE WORK AS SOON AS PRACTICAL. OWNER MAY OFFSET ANY FUNDS DUE TO CONTRACTOR FOR ANY EMERGENCY WORK PERFORMED. IF REMAINING FUNDS DUE CONTRACTOR ARE INADEQUATE CONSTRUCTION CAMERA AT THE BEGINNING OF THE CONSTRUCTION PHASE OF THIS PROJECT YOU WILL BE PROVIDED A CONSTRUCTION CAMERA FROM OX BLUE CORPORATION. THESE UNITS ARE EXTREMELY EXPENSIVE AND THE GENERAL CONTRACTOR IS CHARGED WITH ITS CARE AND CUSTODY. PRIOR TO PLUGGING THE CAMERA IN, MARSHA RAIN FROM OXBLUE MUST BE CONTACTED TO ACTIVATE THE CAMERA. AS SOON AS IS POSSIBLE THE CAMERA SHALL BE MOUNTED EITHER IN A PERMANENT LOCATION OR ON A MOVABLE FIXTURE AS DIRECTED BY THE SEPHORA PROJECT MANAGER. THE MOUNTING HEIGHT IS 8' -0" ABOVE FINISH FLOOR. THIS CAMERA WILL BE DELIVERED IN A BOX WITH THE REQUIRED PACKAGING MATERIAL FOR ITS RETURN AT THE END OF THE PROJECT. GENERAL CONTRACTOR SHALL SAVE THIS BOX AND PACKAGING MATERIAL FOR THE RETURN OF THE CAMERA AT THE END OF THE PROJECT. PLEASE PACK CAMERA, MOUNTING BRACKET AND MOUNTING ARM WELL WITH BUBBLE WRAP TO INSURE THAT THE SYSTEM IS NOT DAMAGED DURING RETURN SHIPMENT. PLEASE MARK BOX WITH THE NAME OF THE SEPHORA SITE FROM WHICH THE CAMERA IS BEING RETURNED BEFORE SHIPPING. RETURN OF THE CAMERA SHALL OCCUR THE TUESDAY PRIOR TO OPENING DAY. SHIPPING INSTRUCTIONS: PLEASE SHIP CAMERA VIA FEDEX TO THE FOLLOWING ADDRESS: MS. MARSHA RAIN, SEPHORA CLIENT MANAGER OX BLUE CORPORATION 644 ANTONE STREET NW, SUITE 2 ATLANTA, GA 30316 A: 888 849 2583 X 238 B: REFERENCE: SEPHORA SITE IMPORTANT INSURE THE CAMERA FOR $4000.00 AND EITHER EMAIL [] OR CALL [888 849 2583 X 238] MS. RAIN WITH THE FEDEX TRACKING NUMBER AND THE DATE IT WAS SHIPPED. F4PPS.0\lt.0 \ RECEIVED CITY OF TUKWILA Nov 1 6 2007 PERMIT CENTER SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier J uilly & Associates www.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 N809 SP. fre Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 11/09/09 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 981 18 GENERAL NOTES 5,439 SF PROJECT NO. 0744.03 11-12-07 RL MW 5 5 4 4 3 3 2 2 1 1 D C B A /;\ 11 -12-07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW L DATE ISSUE DESCRIPTION BY CHECK GENERAL CONDITIONS LANDLORD MEETING CONTRACTOR IS REQUIRED TO SCHEDULE A PRE - CONSTRUCTION MEETING WITH THE LANDLORD PRIOR TO BEGINNING WORK AND SHALL SUPPLY A WRITTEN REPORT OF THAT MEETING TO THE OWNERS PROJECT MANAGER. PRE - CONSTRUCTION MEETING IMMEDIATELY UPON RECEIPT OF THE NOTICE TO PROCEED FROM THE OWNER, THE CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING, OTHER THAN THE LANDLORD MEETING, TO BE HELD AT THE STORE LOCATION. THE CONTRACTORS' AND OWNERS' ASSIGNED PROJECT MANAGERS, JOB SUPERINTENDENT ALONG WITH PRIME SUBCONTRACTORS SHALL ATTEND THIS MEETING. SCHEDULE UPDATES CONTRACTOR SHALL PROVIDE THE OWNER WITH A REVISED SCHEDULE AT THE END OF EACH CONSTRUCTION WEEK. THIS SCHEDULE SHALL BE COMMUNICATED BY EMAIL OR FAX TO THE OWNERS PROJECT MANAGER BY 5:00 PM OF THAT WEEKS FRIDAY. CARE OF OWNER SUPPLIED MATERIAL AND EQUIPMENT THE CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING, CARE AND CUSTODY OF ALL OWNER SUPPLIED MATERIALS AND EQUIPMENT. ANY DAMAGES, SHORTAGES, BACKORDERS, ETC. SHALL BE REPORTED TO SEPHORA PURCHASING IMMEDIATELY. ORDERING OF OWNER SUPPLIED MATERIAL ( SELECTED FLOORING) GENERAL CONTRACTOR IS RESPONSIBLE FOR TAKE OFFS OF CARPET AND SALES AREA TILE /STONE. OVER ORDERING IN EXCESS OF 10% WILL BE BACK CHARGED TO THE GENERAL CONTRACTOR. CONTRACTOR REQUIRED TAKE OFFS AND ORDERS SHALL BE EXECUTED EARLY ENOUGH IN THE JOB SO AS NOT TO INCUR EXPEDITED DELIVERY COSTS (IE: FEDEX, DHL, OVERNIGHT, ETC.) ANY EXPEDITING COSTS OTHER THAN THOSE ASSOCIATED WITH DESIGN CHANGES SHALL BE BORNE BY THE GENERAL CONTRACTOR. OWNER LABOR OWNER MAY PROVIDE A LABOR FORCE TO PLACE OR MOVE PROPERTY, ETC. SUCH LABOR IS NOT TO BE USED FOR CONSTRUCTION CLEAN -UP OR FOR ANY OTHER CONTRACTOR FUNCTION NOT DESIGNATED BY OWNER. OWNERS' CONTRACTOR'S OWNER PROVIDED CONTRACTORS ARE SCHEDULED AS REQUIRED BY THE OWNER TO MEET THE OPENING DATE PER ARTICLE 2 OF THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR SHALL EXTEND ACCESS TO THE SITE TO OWNER PROVIDED CONTRACTORS TO COMPLETE THERE WORK AS SCHEDULED. IF OWNER FURNISHED CONTRACTORS ARE UNABLE TO ACCESS THE SITE AS REQUIRED TO MEET THEIR SCHEDULED DATES, GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH EXPEDITION, REMOBILIZATION AND DELAY. PROPERTY PROTECTION CONTRACTOR SHALL NOT PLACE OR STORE ANY COMBUSTIBLES WITHIN THE PREMISES UNLESS CONTRACTOR SUPPLIES A CONTINUOUS FIRE WATCH SERVICE OR ALL FIRE PROTECTION SYSTEMS ARE FULLY MONITORED AND OPERATIONAL. CONTRACTOR SHALL PROVIDE SUFFICIENT SECURITY MEASURES TO DETER THEFT, VANDALISM AND OTHER DAMAGE AND SHALL PROTECT ALL ELEMENTS OF THE WORK. ALL ACCESS POINTS TO THE STORE SHALL BE SECURELY LOCKED AT ALL TIMES. OWNER WILL BE RESPONSIBLE FOR SECURITY SERVICE AFTER THE DELIVERY OF THE MERCHANDISE, HOWEVER, CONTRACTOR SHALL REIMBURSE OWNER FOR EXTRA SECURITY COST DUE TO LATE COMPLETION OF THE WORK PER ARTICLE 2 AND 16.5 OF THE CONTRACT. NO EATING, DRINKING OR SMOKING IS PERMITTED IN THE STORE AFTER THE FIXTURING DATE AS SPECIFIED IN ARTICLE 16.5.2. PRESENCE OF CONTRACTORS SUPERINTENDENT ON OPENING DAY GENERAL CONTRACTOR'S SUPERINTENDENT OR FOREMAN SHALL BE ON THE PREMISES UNTIL THE END OF BUSINESS ON OPENING DAY, AS FURTHER DESCRIBED IN ARTICLE 2 OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL PROVIDE SEPHORA'S PROJECT MANAGER AND THE STORE DIRECTOR WITH A TYPEWRITTEN SUB - CONTRACTORS LIST THAT INCLUDES ALL SUB- CONTRACTORS ADDRESSES, TELEPHONE NUMBERS, EMERGENCY CONTACT NUMBERS AND CONTACT NAMES BY THE FIXTURE DATE, AS DESCRIBED BY ARTICLE 2 OF THE CONTRACT. PRIME SUB - CONTRACTORS SHALL BE AVAILABLE BY EMERGENCY TELEPHONE CONTRACT UNTIL THE END OF BUSINESS ON OPENING DAY. FIXTURE START FIXTURE CONTRACTOR WILL PROVIDE EQUIPMENT FOR OFFLOADING FIXTURES. A MINIMUM AVAILABLE OPENING OF 48" WIDE BY 80" HIGH, FOR LARGE FIXTURE DELIVERY, MUST BE PROVIDED IN THE BARRICADE, ALIGNED WITH THE FRONT DOOR OPENING. THE ELECTRICAL CONTRACTOR SHALL HAVE LABOR AVAILABLE TO CONNECT POWER TO THE OWNER SUPPLIED FIXTURES AS THEY ARE INSTALLED PER THE PLANS AND SPECIFICATIONS. THE GENERAL CONTRACTOR IS TO PROVIDE (2) LABORERS FOR DEBRIS REMOVAL. PROTECTION OF FINISHES GENERAL CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OF ALL FINISHES THAT MAY BE DAMAGED BY FIXTURE DELIVERY AND INSTALL. THEY INCLUDE BUT ARE NOT LIMITED TO LOADING DOCK, PARKING LOT, CURBS, HALLWAYS, FLOORING, SERVICE CORRIDORS, COLUMNS AND COLUMN ENCLOSURES, ENTRANCES AND STOREFRONTS. IN STORE FLOORING MUST BE PROTECTED AT ALL TIMES AGAINST DAMAGE FROM THE MOVEMENT AND INSTALLATION OF FIXTURES AND FIXTURE COMPONENTS. DEBRIS DISPOSAL SERVICES CONTRACTOR SHALL PROVIDE DEBRIS DISPOSAL SERVICES FOR THE REFUSE ASSOCIATED WITH THE FIXTURE INSTALLATION, INCLUDING BUT NOT LIMITED TO, CRATES, PALLETS, BOXES, BUBBLE WRAP, DUNNAGE AND PACKAGING MATERIAL. THE GENERAL CONTRACTOR IS TO PROVIDE (1) LABORER INCLUDING (1) WEEKEND FOR MERCHANDISING DEBRIS REMOVAL. A MINIMUM OF (1) 30 YARD DEBRIS BOX SHALL BE ON SITE AND AVAILABLE FOR FIXTURE CONTRACTORS DEBRIS OVER WEEKENDS DURING FIXTURING. CONTRACTOR SHALL PROVIDE DEBRIS DISPOSAL SERVICES FOR THE REFUSE ASSOCIATED WITH STORE MERCHANDISING, INCLUDING BUT NOT LIMITED TO, CRATES, PALLETS, BOXES, BUBBLE WRAP, DUNNAGE AND PACKAGING MATERIAL. THESE DISPOSAL SERVICES SHALL CONTINUE UNTIL OPENING DAY AS FURTHER DESCRIBED IN ARTICLE 2 OF THE CONTRACT. A MINIMUM OF (1) 30 YARD DEBRIS BOX SHALL BE ON SITE AND AVAILABLE FOR OWNERS DEBRIS OVER WEEKENDS DURING MERCHANDISING. STORE TURN OVER THE STORE TURNOVER DATE IS FURTHER DESCRIBED AS THE DATE OF SUBSTANTIAL PERFORMANCE IN ARTICLE 2 OF THE CONTRACT. ON THAT DATE ALL CONSTRUCTION RELATED TOOLS AND MATERIALS (INCLUDING, BUT NOT LIMITED TO LADDERS, BAKER RACKS, TOOL BOXES, LIFTS, ETC.) MUST BE GONE FROM THE SITE. ALL DEBRIS ASSOCIATED WITH FIXTURING AND CONSTRUCTION MUST BE OUT OF THE SPACE. IF ANY AREAS EXIST THAT ARE NIC (SUCH AS BASEMENTS, SPRINKLER ROOMS, EXIT STAIRS, ETC.) THEY SHALL BE BROOM CLEANED PRIOR TO THIS DATE. ALL ACCESS POINTS TO THE STORE WILL BE LOCKED. KEYS WILL BE UNDER THE CONTROL OF SEPHORA STAFF AND ALL ENTRY AND EXIT TO THE PROJECT WILL BE AT THEIR CONVENIENCE. PUNCHLIST THE PUNCHLIST INSPECTIONS ARE REQUIRED FOR EACH STORE. THE FIRST MUST BE PERFORMED BEFORE ACCESS TO THE CEILING IS COVERED BY DRYWALL. THE SECOND SHALL BE PERFORMED PRIOR TO THE STORE OPENING DATE. THE GENERAL CONTRACTOR SHALL NOTIFY SEPHORA, A MINIMUM OF ONE WEEK PRIOR TO THE CLOSURE OF THE CEILING, WHEN THE ABOVE CEILING SYSTEMS ARE READY FOR INSPECTION. THE DESIGN CONSULTANT, OR DESIGNATED REPRESENTATIVE, SHALL PERFORM THE INSPECTION DURING THE WEEK PRIOR TO CLOSURE OF THE CEILING. A WRITTEN REPORT OF DEFICIENCIES SHALL BE ISSUED TO THE SUPERINTENDENT UPON INSPECTION. THE GENERAL CONTRACTOR SHALL MAKE AVAILABLE FOR THE INSPECTION OF THE DESIGN CONSULTANT ALL CONDUIT, DUCTWORK, VAV BOXES AND ADDITIONAL SYSTEMS ABOVE CEILING. MECHANICAL ABOVE CEILING INSPECTION CHECKLIST THIS INSPECTION IS OF CRITICAL IMPORTANCE BECAUSE AFTER THE CEILING IS FINISHED WITH DRYWALL IT IS NO LONGER ACCESSIBLE. • VERIFY THAT ALL EQUIPMENT, DUCTWORK AND PIPING ARE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. NOTE WHERE RELOCATIONS ARE NECESSARY DUE TO OBSTRUCTIONS. • CHECK ALL DRAIN LINES FOR PROPER SLOPE • NOTE ALL WORK NOT YET COMPLETE AND /OR NOT MEETING THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND /OR CODES. • VERIFY THAT THE CLEAR HEIGHTS OF ALL DUCTWORK AND EQUIPMENT CAN ACCOMMODATE RECESSED LIGHTS AND SPEAKERS. ELECTRICAL ABOVE CEILING INSPECTION CHECKLIST • VERIFY ROUGH -IN FOR ELECTRICAL EQUIPMENT TO ABOVE CEILING MECHANICAL UNITS. • VERIFY ROUGH -IN SECURITY SYSTEM POWER AND CAMERA DROPS. • VERIFY THAT THERE IS A CAT5 WIRE PULLED TO ABOVE THE FRONT DOOR FROM THE TELEPHONE BACKBOARD. APPROXIMATE 16 FOOT DROP SHALL BE COILED AND TIED TO BULKHEAD FRAMING NEAR THE ACCESS DOOR TO THE SIGN TRANSFORMER. • VERIFY SOUND CANS AND EGRESS LIGHTING IS IN PLACE AND WIRED. ARCHITECTURAL INSPECTION CHECKLIST • THE OWNERS REPRESENTATIVE WILL PERFORM A FULL ARCHITECTURAL PUNCHLIST TYPICALLY ONE WEEK PRIOR TO MERCHANDISING. THE GENERAL CONTRACTOR SHALL REQUEST THE PUNCHLIST AS PER PROJECT CONDITIONS. THE GENERAL CONTRACTOR WILL HAVE 5 DAYS CORRECT ITEMS AND SHALL CO- ORDINATE THE WORK AS CONVENIENT TO THE STORE OPERATION AND WITH MINIMAL DISRUPTION. CONFIRM ALL LANDLORD REQUIREMENTS AND DOCUMENTS SUBMITTED IN ACCORDANCE WITH TENANT MANUALS. • CONFIRM THAT UTILITY ACCOUNTS ARE PROPERLY TRANSFERRED TO SEPHORA. • VERIFICATION OF LEASE SPACE ACTUAL AREA. • COMMISSION LIGHTING CONTROL PANEL. GRAND OPENING HVAC FILTERS MUST BE CHANGED PRIOR TO GRAND OPENING ON ALL MECHANICAL EQUIPMENT SERVING STORE AS PER MANUFACTURERS RECOMMENDATIONS. BARRICADE SHALL BE REMOVED BY THE CONTRACTOR OR AS REQUIRED BY THE MALL OR MUNICIPALITY. A DETAILED CLEANING OF THE ENTIRE STORE (EXCEPTING FIXTURES) MUST BE PERFORMED IMMEDIATELY PRIOR TO GRAND OPENING DAY. EMERGENCIES IN THE EVENT OF A DEFECT AND /OR FAILURE, WHICH IS IN NATURE OF OR CAUSES AN EMERGENCY CONDITION (WITHIN OWNER'S SOLE JUDGMENT), OWNER MAY UNDERTAKE THE ADDITIONAL WORK OF CORRECTION AND REPLACEMENT ON BEHALF OF AND WITHOUT ADVANCE NOTICE OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR WILL THEN RECEIVE NOTICE AND REQUIREMENTS FOR SUBSEQUENT CORRECTIVE WORK AS SOON AS PRACTICAL. OWNER MAY OFFSET ANY FUNDS DUE TO CONTRACTOR FOR ANY EMERGENCY WORK PERFORMED. IF REMAINING FUNDS DUE CONTRACTOR ARE INADEQUATE CONSTRUCTION CAMERA AT THE BEGINNING OF THE CONSTRUCTION PHASE OF THIS PROJECT YOU WILL BE PROVIDED A CONSTRUCTION CAMERA FROM OX BLUE CORPORATION. THESE UNITS ARE EXTREMELY EXPENSIVE AND THE GENERAL CONTRACTOR IS CHARGED WITH ITS CARE AND CUSTODY. PRIOR TO PLUGGING THE CAMERA IN, MARSHA RAIN FROM OXBLUE MUST BE CONTACTED TO ACTIVATE THE CAMERA. AS SOON AS IS POSSIBLE THE CAMERA SHALL BE MOUNTED EITHER IN A PERMANENT LOCATION OR ON A MOVABLE FIXTURE AS DIRECTED BY THE SEPHORA PROJECT MANAGER. THE MOUNTING HEIGHT IS 8' -0" ABOVE FINISH FLOOR. THIS CAMERA WILL BE DELIVERED IN A BOX WITH THE REQUIRED PACKAGING MATERIAL FOR ITS RETURN AT THE END OF THE PROJECT. GENERAL CONTRACTOR SHALL SAVE THIS BOX AND PACKAGING MATERIAL FOR THE RETURN OF THE CAMERA AT THE END OF THE PROJECT. PLEASE PACK CAMERA, MOUNTING BRACKET AND MOUNTING ARM WELL WITH BUBBLE WRAP TO INSURE THAT THE SYSTEM IS NOT DAMAGED DURING RETURN SHIPMENT. PLEASE MARK BOX WITH THE NAME OF THE SEPHORA SITE FROM WHICH THE CAMERA IS BEING RETURNED BEFORE SHIPPING. RETURN OF THE CAMERA SHALL OCCUR THE TUESDAY PRIOR TO OPENING DAY. SHIPPING INSTRUCTIONS: PLEASE SHIP CAMERA VIA FEDEX TO THE FOLLOWING ADDRESS: MS. MARSHA RAIN, SEPHORA CLIENT MANAGER OX BLUE CORPORATION 644 ANTONE STREET NW, SUITE 2 ATLANTA, GA 30316 A: 888 849 2583 X 238 B: REFERENCE: SEPHORA SITE IMPORTANT INSURE THE CAMERA FOR $4000.00 AND EITHER EMAIL [] OR CALL [888 849 2583 X 238] MS. RAIN WITH THE FEDEX TRACKING NUMBER AND THE DATE IT WAS SHIPPED. F4PPS.0\lt.0 \ RECEIVED CITY OF TUKWILA Nov 1 6 2007 PERMIT CENTER SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier J uilly & Associates www.rmjse.com RMJ Job No.: 07186 PROJECT LOCATION: AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 N809 SP. fre Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON 11/09/09 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 981 18 GENERAL NOTES 5,439 SF PROJECT NO. 0744.03 11-12-07 RL MW 5 5 4 4 3 3 2 2 1 1 D C B A 2. Submit 3 copies of shop drawings. 5 SECTION 01100 - SUMMARY OF WORK 1. The Project consists of Tenant Improvements for a new Sephora Store in accordance with the Contract Documents and all code requirements. 2. The scope of work generally includes demolition of portions of the existing tenant improvements, preparation of the space for new construction and new construction, all as indicated on the Drawings. 3. The Contractor will be required to coordinate the work of this Contract with all work performed by others including but not limited to the Fixture Contractor, Security, Loss Prevention and Music Vendors. There will be no allowance for the failure of the Contractor to incorporate all costs associated with the interface between the various scopes of work on the project. 4. Unless specifically noted otherwise, provide and pay for labor, materials, equipment, tools and machinery. 5. Comply with codes, ordinances, rules, regulation, orders and other legal requirements of public authorities which govern the performance of the Work. 6. Promptly submit written notice to Architect of any observed variances of Contract Documents from legal requirements. 7. Use of site is limited to areas designated by the Landlord. Contractor recognizes that the construction site is located at an operational shopping center (Mall) and the rules and regulations imposed by the Mall management of the store will be enforced by the Contractor and its subcontractors and suppliers. The following definitions apply to the Work: 1. "Provide" means to furnish, fabricate, deliver, install and erect, and connect, including al labor, materials, equipment, apparatus, appurtenances and expenses necessary to complete in place, ready for operation and use, under the terms of the Contract Documents. 2. "As shown ", "as detailed ", "as indicated" or words of similar import mean as indicated on the Drawings. 3. "Approved equal ", "or equal ", "or approved equal" means as approved and accepted by the Architect as defined in section 01600 of the Specifications. 4. "Shall" is mandatory. 5. "As required" means as required by the Contract Documents. 6. "As necessary" means essential to the completion of the Work. 7. "Concealed" means embedded in masonry, concrete or other construction, installed within furred spaces, within a wall /partitions or above suspended ceilings, in trenches, in crawl spaces, or in enclosures. 8. "Exposed" means not installed underground or concealed as defined above. 9. "Product" means all materials, systems, and equipment. 10. "Section" means Section of these Specifications. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1. Submit shop drawings, samples and other required submittals for the products or trades specified on the Drawings. 3. Submit 3 samples, unless specified otherwise. 4. Submittals shall be sufficiently complete in terms of information, detail and dimensions so as to require only minimal review by Architect. 5. Revise initial shop drawings as required and resubmit when instructed by the Architect. Indicate on drawings any changes made other than those requested by Architect. 6. Distribute approved copies of shop drawings and product data to project record documents file, and to subcontractors, supplier and fabricator, as applicable. 7. Maintain at site, one record copy of Drawings, Addenda, Approved Shop Drawings, Change Orders, Construction Change Directives, Requests for Information, other modifications to Contract, and field test records. 8. Do not permanently conceal any work until required information has been recorded. 9. Keep record documents current. Legibly mark to record actual construction of field changes of dimension and detail, changes made by Change Order, Field Change Authorization and Notices of Clarification and details not on original Contract Drawings. 10. Shop drawings: Maintain as record documents; legibly annotate shop drawings to record changes made after approval. SECTION 01400 - PROJECT COORDINATION 1. The Contractor shall be responsible for all Project coordination. Coordinate the work of all subcontractors in conjunction with Owner's Fixture Contractor and Vendors. 2. Prepare detailed schedule of operations of all subcontractors on the Project and monitor schedules as work progresses. 3. Verify that labor and equipment are adequate for the work and to maintain the schedule. 4. Verify that product deliveries are adequate to maintain schedule. 5. Report non - compliance to Owner, with recommendation to remedy. 6. Maintain cost accounting records for authorized work performed, actual costs for labor and materials, and other work requiring accounting records. 7. Review subcontractor's requests for changes and for substitutions; submit recommendations to Owner and process Change Orders. 8. Permits and fees: Verify that subcontractors have obtained all permits required for inspections and temporary facilities. 9. Interpretations of Contract Documents: Consult with Architect to obtain interpretations. Assist in resolution of questions which arise. Transmit written interpretations to concerned parties. 10. Be responsible for the accuracy of the building lines and levels. As the work proceeds, verify all lines, levels, and dimensions indicated on the Drawings. Do not proceed until all errors and inconsistencies are corrected. 11. Establish control points, lines and benchmarks adequate for the use of all trades for reference so that all parts of the Work will be aligned as specified or within the tolerances standard with the industry, when not specified. 12. Remove, re- establish and relocate control points, lines and benchmarks as necessitated by construction progress. 4 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1. Provide all construction facilities and temporary controls required for the performance of the work. 2. Costs of installation, operation, maintenance and removal of all temporary facilities shall be borne by the Contractor, unless noted otherwise. 3. Provide temporary electric power throughout the construction period, so that power can be secured at any desired point within the building with not more than a 100 ft. extension cord. 4. Provide lighting for safe and adequate working conditions, sufficient for each trade to perform their work to standard of quality specified, notwithstanding more stringent legal requirements. 5. Provide temporary telephone service for construction needs throughout the construction period. 6. Provide a FAX machine compatible with standardized facsimile communication modes. This shall be connected on its own telephone line. 7. Provide and maintain temporary water services for drinking and construction purposes for all parts of the work. 8. Provide weathertight enclosures, and ventilating as required during construction to protect installed work from damage, and as necessary to ensure suitable working conditions for the construction operations of all trades. 9. Maintain building temperature as specified in various Sections of these Specifications, or when not specified, as recommended by the manufacturers of the materials being installed. 10. Provide barrier to prevent dust from escaping into the adjacent spaces. Maintain temporary protection as long as needed. Meet all Mall and local requirements. 11. Provide and maintain all miscellaneous temporary construction aids required for proper execution of the work, such as, but not limited to, ladders, scaffolds and hoists and barricades. 12. The Owner may provide such watchman service as he deems necessary to protect his interest during the progress of the work. Any protection provided by the Owner will not in any way relieve the Contractor of the responsibility for the security of the Work and the acceptance thereof. 13. The Contractor shall employ such watchman service as he may deem necessary to properly protect and safeguard the work. The Owner shall not in any way be liable or responsible for the damage or loss to the work due to trespass or theft. 14. Provide protection for materials, tools and equipment employed on the Project including the workmen tools. The Owner shall not be held to have incurred any liability for loss of, and damage to, materials, tools and equipment of the Contractor, or of those employed by him, by contract or otherwise. 15. Provide and maintain in good condition all protective measures as may be required to adequately protect the public from hazards resulting from the work and to exclude unauthorized persons from the work. When regulated by Building Code and other public authorities having jurisdiction, such legal requirements for protection shall be considered as minimum requirements; be responsible for the protection in excess of such requirements as required. 16. Comply with all pollution control regulations in effect at site for all materials, equipment and work procedures used on the project. 17. Comply with requirements of the Mall and regulatory agencies having jurisdiction. Obtain and pay for permits required by governing authorities. SECTION 01600 - PRODUCT REQUIREMENTS 1. Transport, deliver, handle, and store materials and equipment to prevent the intrusions of foreign matter, moisture, and to prevent damage. 2. Provide packaged material in manufacturer's original containers with seals unbroken and labels intact until incorporating into the Work. Wrapped or bundled materials shall clearly bear the manufacturer's name and trade mark. 3. Remove damaged or otherwise unsuitable material and equipment promptly from the site. Do not install damaged materials. 4. Inspect products upon delivery to ensure compliance with the Contract Documents, and to ensure that products are undamaged and properly protected. 5. Schedule delivery to minimize long -term storage at the site and to prevent overcrowding of construction spaces. 6. Protect all finished surfaces, including floors, jambs and soffits of all openings used as passageways or through which materials and equipment must travel. 7. Keep finished surfaces clean and unmarred until the date of acceptance. 8. Products shall be new, of the type specified, and furnished in ample quantities to facilitate proper and timely execution of the work. specified by naming one or more products, but indicating the option 9. For products speclfi y aming on e p od f 0 selecting equivalent products by stating "or equal" or "or approved equal ", before or after specified product, Contractor must submit a request, as required for substitution, for any product not specifically named. 10. The Owner will consider written requests from Contractor for substitutions for products other than those specified. In making request for substitution, Contractor represents: a. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. b. He will provide the same warranty for substitution of product or method specified. c. He will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects. d. He waives all claims for additional costs related to substitution which consequently becomes apparent. 11. Substitutions will not be considered if they are indicated or implied on shop drawings or project data submittals without formal written request, or if acceptance will require substantial revision of Contract Documents. SECTION 01700 - CLEANING 1. Keep premises and public properties free from accumulations of waste, debris, and rubbish, caused by construction operations. 2. Standards: Maintain Project in accord with State and local safety and insurance standards. 3. Store volatile wastes in covered metal containers, and remove from premises daily. 4. Prevent accumulation of wastes which create hazardous conditions. 5. Provide adequate ventilation during use of volatile or noxious substances. 3 SECTION 01700 - CLEANING - CONTINUED 7. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Store in containers with tight - fitting lids and remove to legal dump site. 8. At least once a week, or more often if required, clean site and public properties, and dispose of waste materials, debris and rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily. 9. Provide on -site containers, located where directed by the Mall or Landlord, for collection of waste materials, debris and rubbish. 10. Vacuum clean interior areas when ready to be painted. 11. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 12. At completion of Work remove waste materials, rubbish, tools, equipment and surplus materials. 13. Employ experienced workmen, or professional cleaners, for final cleaning in preparation for occupancy. Clean all exposed surfaces; leave area clean and ready for occupancy. 14. Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials from sight - exposed finished surfaces; polish bright surfaces to shine finish. 15. Repair, patch and touch -up marred surfaces to specified finish to match adjacent surfaces. 16. Keep Project clean until it is occupied by Owner.. SECTION 01800 - PROJECT CLOSEOUT 1. Contractor shall submit written certification that the work has been completed in accord with Contract Documents and that all equipment and systems have been tested in Owner's presence and are operational. 2. Submit Record Documents as specified in Section 01300. 3. Submit Warranties starting on dates of Substantial Completion. 4. Deliver certificates of inspection for mechanical and electrical work, Certificate of Occupancy, and other evidence of compliance with requirements of governing authorities. 5. Deliver certificate of insurance for products and completed operations. 6. Bind Operation and Maintenance Manuals in durable plastic binders. a. Provide complete instructions regarding operation and maintenance of all equipment involved, including but not limited to, start -up and shut -down procedures, and safety precautions. b. Provide complete nomenclature of all replaceable parts, their part numbers, current cost, and name and address of nearest vendor of parts. c. Provide copy of guarantees and warranties issued by the equipment manufacturers. d. Provide copy of the approved shop drawings, as applicable to the content of the manual, with all data concerning changes made during construction. e. Unless otherwise specified, provide one copy of each manual. 7. Submit Contractor's affidavit of payment of debts, and claims and release of liens from all subcontractors and material suppliers. Submittals shall be duly executed before delivery to Owner. 8. Submit final statement of accounting to Owner. SECTION 01900 - WARRANTIES AND BONDS 1. Assemble warranties, bonds, and service and maintenance contracts executed by each of the respective manufacturers, suppliers, and subcontractors. 2. Submit 2 original signed copies of required documents. 3. Provide the following complete information for each item: '� a. Product or assembly. b. Firm, with name of principal, address and telephone number. c. Scope of warranty. d. Date of beginning of warranty, bond or service and maintenance contract. e. Duration of warranty, bond or service maintenance contract. f. Provide information for proper procedure in case of failure and in instances which may affect the validity of warranty or bond. g. Contractor's name of responsible principal, and address and telephone number. 4. Prepare in duplicate packets in 3 -ring binders of commercial quality, with durable and cleanable plastic covers. 5. Review submittals to verify compliance with Contract Documents. Submit to Owner with closeout submittals as specified in Section 01800. SECTION 02050 - DEMOLITION 2 1. Do not begin demolition work until temporary partitions, barricades, warning signs and other forms of protection are installed. 2. Noise control: Exercise caution and care to prevent generation of unnecessary noise. Keep noise levels to the minimum possible. Inform Landlord, where applicable, in advance of the start of any excessively noisy demolition work so such work might be scheduled for during closed hours. 3. Dust control: Control dust within work areas by methods acceptable to the Landlord. Do not allow dust to escape into adjacent spaces in the building or Mall; assume liability for all claims related to flying dust. 4. Water control: Control the use of water to prevent damage to the existing facilities and site improvements to remain. Provide wet vacuum equipment where water is used in, or adjacent to, existing buildings. 5. Protective measures: Provide all safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees and adjacent property during demolition. 6. Observe applicable health and safety regulations when removing substances containing asbestos such as fireproofing, etc., and for removal and disposal of other toxic substances. 7. Safety: If at any time the safety of existing construction appears to be endangered, take immediate measures to support such endangered construction; cease operations and immediately notify the Architect. Do not resume demolition until Architect's instructions are received. 1 SECTION 02050 - DEMOLITION - CONTINUED 8. The Contractor shall be fully responsible for the adequacy and installation of all temporary shoring and bracing systems used during the performance of this work. 9. Work shall be performed by skilled and properly equipped personnel. Promptly repair damages caused by demolition operations to materials to remain. 10. Patch materials to remain when damaged by this work. Finish materials and appearance of the patch or repair work shall match the existing contiguous materials and finishes in all respects. 11. Debris, waste and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site. SECTION 03300 - CAST -IN -PLACE CONCRETE 1. Reference standards: Applicable provisions of the following govern the Work of this Section, except as noted. ACI 301, Specifications for Structural Concrete for Buildings. ACI 302, Recommended Practice for Concrete Floor and Slab Construction. ACI 304, Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. 2. Do not proceed with mixing and placing of concrete when the ambient temperature is below 40 deg. unless proper precautions are taken to heat materials and the substrates against which they will be placed, before during, and after installation until the materials have cured to the point where cold weather will not affect the installation. 3. Materials: a. Portland cement: ASTM C150, Type II low alkali. Do not change brand or type of cement without Architect's written approval. b. Aggregates: ASTM C33, non - reactive, graded so that coarse aggregate nominal size is not larger than 1 /5 of the narrowest dimension between form faces; nor 3/4 of the minimum clear spacing between individual reinforcing bars or bundles of bars, but never greater than 3/4" in any dimension for slabs 4" thick or less; 1-1/2" at all other locations. c. Water: Fresh, clean, and free of oil and other materials injurious to concrete. d. Hardener sealer at all interior locations, unless otherwise indicated on the Drawings: Ashford Formula by Martech Associates, Lapidolith by Sonneborn Building Products Div., Samiseal 50 by Master Builders Co., or equal. e. Curing compound: Liquid membrane - forming compound containing a fugitive dye, conforming to ASTM C309, Type I, guaranteed not to affect the bond, adhesion, or effectiveness of finishes and surface treatment to be applied to concrete. 4. Inspect excavations, subgrades and formwork, as applicable for each placing operation, for accuracy of lines, levels, elevations and dimensions. 5. Inspect placement of reinforcement and accessories for proper position, sizes, clearances, fastenings, laps and splices. 6. Place embed bolts, inserts and other items in the concrete accurately. Secure so that they are not displaced during concrete placing, compacting and finishing operations. Wire tie, nail or bolt embeds securely to forms. 7. Thoroughly consolidate concrete and work it around reinforcement and embedded items and into corners and angles of forms, to exclude rock pockets, air bubbles and "honeycombs" and to obtain required density and strength. 8. Flow of concrete: Keep surface of concrete level during placing with a minimum of concrete allowed to flow from one position to another. Reduce lateral flow of concrete to 5 ft. maximum. Place concrete in a continuous operation until each section or panel has been completed. 9. Record: Keep records showing location, date and time of placement of all concrete on the Project. 10. Shape slabs to the levels, slopes and elevations indicated. Where indicated c pres s qbs to receive other finishes. �e gpacktIL 11. Tolerances: Not greater than 1 /8 inch in 10 feet and not to exceed 1 /4 Ile o verall at slabs on grade. \ ., ; '),*i SECTION 03550 - CEMENTITIOUS FLOOR FILL `. T �s 1 ° � r - 1. Provide a self - leveling cementitious floor fill at slabs to receive hard surface flooring and at perimeter fixtures that exceed 1 /8 inch per 10 feet out of level, non - cumulative. Provide floor fill atoll other locations where existing slab is deficient or where necessary to correct problems associated with floor leveling. 2. Installation of the cement - based, self - leveling underlayment must be by an applicator using mixing equipment and tools approved by the manufacturer. 3. The floor fill system shall consist of the use of a primer and a mix of cements and binders which, when mixed with water, becomes a liquid cement compound that tends to seek its own level, but is plastic enough to be floated to produce a smooth floor transition. Floor fill shall be capable of retaining a transition slope of 1 /4 inch in 10 feet without creep. 4. Materials: Products and procedures by Custom Buildings Products (213) 582-0846 are specified below. Equivalent products by Ardex are acceptable. a. Primer: Level -Quick Concentrated Latex Primer by Custom Building Products. b. Floor fill material: Level -Quick Self- Leveling Underlayment by Custom Building Products. c. Aggregate: Well- graded, washed pea gravel (1 /8" to 1 /4" or larger) for use when underlayment is installed over 1 /2" thick. d. Water shall be clean, potable and sufficiently cool (not warmer than 70 degrees). 5. In addition to the general procedures described herein, refer to the manufacturer's current published product literature for complete installation details for the floor fill system being installed. 6. All concrete subfloors must be of adequate strength, clean, and free of all oil, grease, dirt, curing compounds, and any substance which might act as a bondbreaker. Mechanically clean if necessary using shot- blasting or other acceptable means. Acid etching is not acceptable. 7. All cracks in the subfloor shall be repaired to minimize telegraphing through the underlayment. 8. Subfloors shall be inspected and corrected for moisture or any other conditions which could affect the performance of the underlayment or finish floor covering. 9. The specified product is a cementitious material. Observe the basic rules of concrete work. Do not install below 50EF surface temperature. Install quickly if floor is warm and follow hot weather precautions available from the manufacturer. Do not mix with cement or additives other than manufacturer approved products. 10. Apply cementitious floor fill material and hand float as required by existing floor conditions so that material feathers out to zero at high spots and edges, and the remaining fill area conforms to specified tolerances. PROJECT LOCATION: AREA: SHEET TITLE: FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 809 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 qc‘ 11/09/09 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 981 18 SPECIFICATIONS 5,439 SF PROJECT NO. 0744.03 SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SP.2 11 -12 -07 RL MW D C B A RECEIVED CITY OF TUKWILA NUV r]. OMIT I Ii Luui CPNITFR A 11 - 1 2 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW L DATE ISSUE DESCRIPTION BY CHECK 2. Submit 3 copies of shop drawings. 5 SECTION 01100 - SUMMARY OF WORK 1. The Project consists of Tenant Improvements for a new Sephora Store in accordance with the Contract Documents and all code requirements. 2. The scope of work generally includes demolition of portions of the existing tenant improvements, preparation of the space for new construction and new construction, all as indicated on the Drawings. 3. The Contractor will be required to coordinate the work of this Contract with all work performed by others including but not limited to the Fixture Contractor, Security, Loss Prevention and Music Vendors. There will be no allowance for the failure of the Contractor to incorporate all costs associated with the interface between the various scopes of work on the project. 4. Unless specifically noted otherwise, provide and pay for labor, materials, equipment, tools and machinery. 5. Comply with codes, ordinances, rules, regulation, orders and other legal requirements of public authorities which govern the performance of the Work. 6. Promptly submit written notice to Architect of any observed variances of Contract Documents from legal requirements. 7. Use of site is limited to areas designated by the Landlord. Contractor recognizes that the construction site is located at an operational shopping center (Mall) and the rules and regulations imposed by the Mall management of the store will be enforced by the Contractor and its subcontractors and suppliers. The following definitions apply to the Work: 1. "Provide" means to furnish, fabricate, deliver, install and erect, and connect, including al labor, materials, equipment, apparatus, appurtenances and expenses necessary to complete in place, ready for operation and use, under the terms of the Contract Documents. 2. "As shown ", "as detailed ", "as indicated" or words of similar import mean as indicated on the Drawings. 3. "Approved equal ", "or equal ", "or approved equal" means as approved and accepted by the Architect as defined in section 01600 of the Specifications. 4. "Shall" is mandatory. 5. "As required" means as required by the Contract Documents. 6. "As necessary" means essential to the completion of the Work. 7. "Concealed" means embedded in masonry, concrete or other construction, installed within furred spaces, within a wall /partitions or above suspended ceilings, in trenches, in crawl spaces, or in enclosures. 8. "Exposed" means not installed underground or concealed as defined above. 9. "Product" means all materials, systems, and equipment. 10. "Section" means Section of these Specifications. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1. Submit shop drawings, samples and other required submittals for the products or trades specified on the Drawings. 3. Submit 3 samples, unless specified otherwise. 4. Submittals shall be sufficiently complete in terms of information, detail and dimensions so as to require only minimal review by Architect. 5. Revise initial shop drawings as required and resubmit when instructed by the Architect. Indicate on drawings any changes made other than those requested by Architect. 6. Distribute approved copies of shop drawings and product data to project record documents file, and to subcontractors, supplier and fabricator, as applicable. 7. Maintain at site, one record copy of Drawings, Addenda, Approved Shop Drawings, Change Orders, Construction Change Directives, Requests for Information, other modifications to Contract, and field test records. 8. Do not permanently conceal any work until required information has been recorded. 9. Keep record documents current. Legibly mark to record actual construction of field changes of dimension and detail, changes made by Change Order, Field Change Authorization and Notices of Clarification and details not on original Contract Drawings. 10. Shop drawings: Maintain as record documents; legibly annotate shop drawings to record changes made after approval. SECTION 01400 - PROJECT COORDINATION 1. The Contractor shall be responsible for all Project coordination. Coordinate the work of all subcontractors in conjunction with Owner's Fixture Contractor and Vendors. 2. Prepare detailed schedule of operations of all subcontractors on the Project and monitor schedules as work progresses. 3. Verify that labor and equipment are adequate for the work and to maintain the schedule. 4. Verify that product deliveries are adequate to maintain schedule. 5. Report non - compliance to Owner, with recommendation to remedy. 6. Maintain cost accounting records for authorized work performed, actual costs for labor and materials, and other work requiring accounting records. 7. Review subcontractor's requests for changes and for substitutions; submit recommendations to Owner and process Change Orders. 8. Permits and fees: Verify that subcontractors have obtained all permits required for inspections and temporary facilities. 9. Interpretations of Contract Documents: Consult with Architect to obtain interpretations. Assist in resolution of questions which arise. Transmit written interpretations to concerned parties. 10. Be responsible for the accuracy of the building lines and levels. As the work proceeds, verify all lines, levels, and dimensions indicated on the Drawings. Do not proceed until all errors and inconsistencies are corrected. 11. Establish control points, lines and benchmarks adequate for the use of all trades for reference so that all parts of the Work will be aligned as specified or within the tolerances standard with the industry, when not specified. 12. Remove, re- establish and relocate control points, lines and benchmarks as necessitated by construction progress. 4 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1. Provide all construction facilities and temporary controls required for the performance of the work. 2. Costs of installation, operation, maintenance and removal of all temporary facilities shall be borne by the Contractor, unless noted otherwise. 3. Provide temporary electric power throughout the construction period, so that power can be secured at any desired point within the building with not more than a 100 ft. extension cord. 4. Provide lighting for safe and adequate working conditions, sufficient for each trade to perform their work to standard of quality specified, notwithstanding more stringent legal requirements. 5. Provide temporary telephone service for construction needs throughout the construction period. 6. Provide a FAX machine compatible with standardized facsimile communication modes. This shall be connected on its own telephone line. 7. Provide and maintain temporary water services for drinking and construction purposes for all parts of the work. 8. Provide weathertight enclosures, and ventilating as required during construction to protect installed work from damage, and as necessary to ensure suitable working conditions for the construction operations of all trades. 9. Maintain building temperature as specified in various Sections of these Specifications, or when not specified, as recommended by the manufacturers of the materials being installed. 10. Provide barrier to prevent dust from escaping into the adjacent spaces. Maintain temporary protection as long as needed. Meet all Mall and local requirements. 11. Provide and maintain all miscellaneous temporary construction aids required for proper execution of the work, such as, but not limited to, ladders, scaffolds and hoists and barricades. 12. The Owner may provide such watchman service as he deems necessary to protect his interest during the progress of the work. Any protection provided by the Owner will not in any way relieve the Contractor of the responsibility for the security of the Work and the acceptance thereof. 13. The Contractor shall employ such watchman service as he may deem necessary to properly protect and safeguard the work. The Owner shall not in any way be liable or responsible for the damage or loss to the work due to trespass or theft. 14. Provide protection for materials, tools and equipment employed on the Project including the workmen tools. The Owner shall not be held to have incurred any liability for loss of, and damage to, materials, tools and equipment of the Contractor, or of those employed by him, by contract or otherwise. 15. Provide and maintain in good condition all protective measures as may be required to adequately protect the public from hazards resulting from the work and to exclude unauthorized persons from the work. When regulated by Building Code and other public authorities having jurisdiction, such legal requirements for protection shall be considered as minimum requirements; be responsible for the protection in excess of such requirements as required. 16. Comply with all pollution control regulations in effect at site for all materials, equipment and work procedures used on the project. 17. Comply with requirements of the Mall and regulatory agencies having jurisdiction. Obtain and pay for permits required by governing authorities. SECTION 01600 - PRODUCT REQUIREMENTS 1. Transport, deliver, handle, and store materials and equipment to prevent the intrusions of foreign matter, moisture, and to prevent damage. 2. Provide packaged material in manufacturer's original containers with seals unbroken and labels intact until incorporating into the Work. Wrapped or bundled materials shall clearly bear the manufacturer's name and trade mark. 3. Remove damaged or otherwise unsuitable material and equipment promptly from the site. Do not install damaged materials. 4. Inspect products upon delivery to ensure compliance with the Contract Documents, and to ensure that products are undamaged and properly protected. 5. Schedule delivery to minimize long -term storage at the site and to prevent overcrowding of construction spaces. 6. Protect all finished surfaces, including floors, jambs and soffits of all openings used as passageways or through which materials and equipment must travel. 7. Keep finished surfaces clean and unmarred until the date of acceptance. 8. Products shall be new, of the type specified, and furnished in ample quantities to facilitate proper and timely execution of the work. specified by naming one or more products, but indicating the option 9. For products speclfi y aming on e p od f 0 selecting equivalent products by stating "or equal" or "or approved equal ", before or after specified product, Contractor must submit a request, as required for substitution, for any product not specifically named. 10. The Owner will consider written requests from Contractor for substitutions for products other than those specified. In making request for substitution, Contractor represents: a. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. b. He will provide the same warranty for substitution of product or method specified. c. He will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects. d. He waives all claims for additional costs related to substitution which consequently becomes apparent. 11. Substitutions will not be considered if they are indicated or implied on shop drawings or project data submittals without formal written request, or if acceptance will require substantial revision of Contract Documents. SECTION 01700 - CLEANING 1. Keep premises and public properties free from accumulations of waste, debris, and rubbish, caused by construction operations. 2. Standards: Maintain Project in accord with State and local safety and insurance standards. 3. Store volatile wastes in covered metal containers, and remove from premises daily. 4. Prevent accumulation of wastes which create hazardous conditions. 5. Provide adequate ventilation during use of volatile or noxious substances. 3 SECTION 01700 - CLEANING - CONTINUED 7. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Store in containers with tight - fitting lids and remove to legal dump site. 8. At least once a week, or more often if required, clean site and public properties, and dispose of waste materials, debris and rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily. 9. Provide on -site containers, located where directed by the Mall or Landlord, for collection of waste materials, debris and rubbish. 10. Vacuum clean interior areas when ready to be painted. 11. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 12. At completion of Work remove waste materials, rubbish, tools, equipment and surplus materials. 13. Employ experienced workmen, or professional cleaners, for final cleaning in preparation for occupancy. Clean all exposed surfaces; leave area clean and ready for occupancy. 14. Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials from sight - exposed finished surfaces; polish bright surfaces to shine finish. 15. Repair, patch and touch -up marred surfaces to specified finish to match adjacent surfaces. 16. Keep Project clean until it is occupied by Owner.. SECTION 01800 - PROJECT CLOSEOUT 1. Contractor shall submit written certification that the work has been completed in accord with Contract Documents and that all equipment and systems have been tested in Owner's presence and are operational. 2. Submit Record Documents as specified in Section 01300. 3. Submit Warranties starting on dates of Substantial Completion. 4. Deliver certificates of inspection for mechanical and electrical work, Certificate of Occupancy, and other evidence of compliance with requirements of governing authorities. 5. Deliver certificate of insurance for products and completed operations. 6. Bind Operation and Maintenance Manuals in durable plastic binders. a. Provide complete instructions regarding operation and maintenance of all equipment involved, including but not limited to, start -up and shut -down procedures, and safety precautions. b. Provide complete nomenclature of all replaceable parts, their part numbers, current cost, and name and address of nearest vendor of parts. c. Provide copy of guarantees and warranties issued by the equipment manufacturers. d. Provide copy of the approved shop drawings, as applicable to the content of the manual, with all data concerning changes made during construction. e. Unless otherwise specified, provide one copy of each manual. 7. Submit Contractor's affidavit of payment of debts, and claims and release of liens from all subcontractors and material suppliers. Submittals shall be duly executed before delivery to Owner. 8. Submit final statement of accounting to Owner. SECTION 01900 - WARRANTIES AND BONDS 1. Assemble warranties, bonds, and service and maintenance contracts executed by each of the respective manufacturers, suppliers, and subcontractors. 2. Submit 2 original signed copies of required documents. 3. Provide the following complete information for each item: '� a. Product or assembly. b. Firm, with name of principal, address and telephone number. c. Scope of warranty. d. Date of beginning of warranty, bond or service and maintenance contract. e. Duration of warranty, bond or service maintenance contract. f. Provide information for proper procedure in case of failure and in instances which may affect the validity of warranty or bond. g. Contractor's name of responsible principal, and address and telephone number. 4. Prepare in duplicate packets in 3 -ring binders of commercial quality, with durable and cleanable plastic covers. 5. Review submittals to verify compliance with Contract Documents. Submit to Owner with closeout submittals as specified in Section 01800. SECTION 02050 - DEMOLITION 2 1. Do not begin demolition work until temporary partitions, barricades, warning signs and other forms of protection are installed. 2. Noise control: Exercise caution and care to prevent generation of unnecessary noise. Keep noise levels to the minimum possible. Inform Landlord, where applicable, in advance of the start of any excessively noisy demolition work so such work might be scheduled for during closed hours. 3. Dust control: Control dust within work areas by methods acceptable to the Landlord. Do not allow dust to escape into adjacent spaces in the building or Mall; assume liability for all claims related to flying dust. 4. Water control: Control the use of water to prevent damage to the existing facilities and site improvements to remain. Provide wet vacuum equipment where water is used in, or adjacent to, existing buildings. 5. Protective measures: Provide all safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees and adjacent property during demolition. 6. Observe applicable health and safety regulations when removing substances containing asbestos such as fireproofing, etc., and for removal and disposal of other toxic substances. 7. Safety: If at any time the safety of existing construction appears to be endangered, take immediate measures to support such endangered construction; cease operations and immediately notify the Architect. Do not resume demolition until Architect's instructions are received. 1 SECTION 02050 - DEMOLITION - CONTINUED 8. The Contractor shall be fully responsible for the adequacy and installation of all temporary shoring and bracing systems used during the performance of this work. 9. Work shall be performed by skilled and properly equipped personnel. Promptly repair damages caused by demolition operations to materials to remain. 10. Patch materials to remain when damaged by this work. Finish materials and appearance of the patch or repair work shall match the existing contiguous materials and finishes in all respects. 11. Debris, waste and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site. SECTION 03300 - CAST -IN -PLACE CONCRETE 1. Reference standards: Applicable provisions of the following govern the Work of this Section, except as noted. ACI 301, Specifications for Structural Concrete for Buildings. ACI 302, Recommended Practice for Concrete Floor and Slab Construction. ACI 304, Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. 2. Do not proceed with mixing and placing of concrete when the ambient temperature is below 40 deg. unless proper precautions are taken to heat materials and the substrates against which they will be placed, before during, and after installation until the materials have cured to the point where cold weather will not affect the installation. 3. Materials: a. Portland cement: ASTM C150, Type II low alkali. Do not change brand or type of cement without Architect's written approval. b. Aggregates: ASTM C33, non - reactive, graded so that coarse aggregate nominal size is not larger than 1 /5 of the narrowest dimension between form faces; nor 3/4 of the minimum clear spacing between individual reinforcing bars or bundles of bars, but never greater than 3/4" in any dimension for slabs 4" thick or less; 1-1/2" at all other locations. c. Water: Fresh, clean, and free of oil and other materials injurious to concrete. d. Hardener sealer at all interior locations, unless otherwise indicated on the Drawings: Ashford Formula by Martech Associates, Lapidolith by Sonneborn Building Products Div., Samiseal 50 by Master Builders Co., or equal. e. Curing compound: Liquid membrane - forming compound containing a fugitive dye, conforming to ASTM C309, Type I, guaranteed not to affect the bond, adhesion, or effectiveness of finishes and surface treatment to be applied to concrete. 4. Inspect excavations, subgrades and formwork, as applicable for each placing operation, for accuracy of lines, levels, elevations and dimensions. 5. Inspect placement of reinforcement and accessories for proper position, sizes, clearances, fastenings, laps and splices. 6. Place embed bolts, inserts and other items in the concrete accurately. Secure so that they are not displaced during concrete placing, compacting and finishing operations. Wire tie, nail or bolt embeds securely to forms. 7. Thoroughly consolidate concrete and work it around reinforcement and embedded items and into corners and angles of forms, to exclude rock pockets, air bubbles and "honeycombs" and to obtain required density and strength. 8. Flow of concrete: Keep surface of concrete level during placing with a minimum of concrete allowed to flow from one position to another. Reduce lateral flow of concrete to 5 ft. maximum. Place concrete in a continuous operation until each section or panel has been completed. 9. Record: Keep records showing location, date and time of placement of all concrete on the Project. 10. Shape slabs to the levels, slopes and elevations indicated. Where indicated c pres s qbs to receive other finishes. �e gpacktIL 11. Tolerances: Not greater than 1 /8 inch in 10 feet and not to exceed 1 /4 Ile o verall at slabs on grade. \ ., ; '),*i SECTION 03550 - CEMENTITIOUS FLOOR FILL `. T �s 1 ° � r - 1. Provide a self - leveling cementitious floor fill at slabs to receive hard surface flooring and at perimeter fixtures that exceed 1 /8 inch per 10 feet out of level, non - cumulative. Provide floor fill atoll other locations where existing slab is deficient or where necessary to correct problems associated with floor leveling. 2. Installation of the cement - based, self - leveling underlayment must be by an applicator using mixing equipment and tools approved by the manufacturer. 3. The floor fill system shall consist of the use of a primer and a mix of cements and binders which, when mixed with water, becomes a liquid cement compound that tends to seek its own level, but is plastic enough to be floated to produce a smooth floor transition. Floor fill shall be capable of retaining a transition slope of 1 /4 inch in 10 feet without creep. 4. Materials: Products and procedures by Custom Buildings Products (213) 582-0846 are specified below. Equivalent products by Ardex are acceptable. a. Primer: Level -Quick Concentrated Latex Primer by Custom Building Products. b. Floor fill material: Level -Quick Self- Leveling Underlayment by Custom Building Products. c. Aggregate: Well- graded, washed pea gravel (1 /8" to 1 /4" or larger) for use when underlayment is installed over 1 /2" thick. d. Water shall be clean, potable and sufficiently cool (not warmer than 70 degrees). 5. In addition to the general procedures described herein, refer to the manufacturer's current published product literature for complete installation details for the floor fill system being installed. 6. All concrete subfloors must be of adequate strength, clean, and free of all oil, grease, dirt, curing compounds, and any substance which might act as a bondbreaker. Mechanically clean if necessary using shot- blasting or other acceptable means. Acid etching is not acceptable. 7. All cracks in the subfloor shall be repaired to minimize telegraphing through the underlayment. 8. Subfloors shall be inspected and corrected for moisture or any other conditions which could affect the performance of the underlayment or finish floor covering. 9. The specified product is a cementitious material. Observe the basic rules of concrete work. Do not install below 50EF surface temperature. Install quickly if floor is warm and follow hot weather precautions available from the manufacturer. Do not mix with cement or additives other than manufacturer approved products. 10. Apply cementitious floor fill material and hand float as required by existing floor conditions so that material feathers out to zero at high spots and edges, and the remaining fill area conforms to specified tolerances. PROJECT LOCATION: AREA: SHEET TITLE: FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Emphasis On Excellence M• Retail Engineering, Inc. 750 Brooksedge Blvd Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 07186 809 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 qc‘ 11/09/09 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 981 18 SPECIFICATIONS 5,439 SF PROJECT NO. 0744.03 SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SP.2 11 -12 -07 RL MW D C B A 5 5 4 4 3 3 2 2 1 SECTION 03550 - CEMENTITIOUS FLOOR FILL - CONTINUED 11. Tolerances: Unless specified otherwise, completed surface shall slope a maximum of 1/8 inch in 10 feet. Fill -in with compatible material or grind down bumps to achieve required tolerances and smooth finish suitable for hard - surface flooring applications. SE ION 04450 - STONE VENEER 1. Stone -neer units shall be handled and stored in such a manner so as to prevent Ipping, breaking a , d cracking. 2. Cover and • otect materials from inclement weather. Stack to allow for air cir ulation through the sto while protecting against undue moisture absorbsion. 3. Setting materials: aticrete 4237 Latex Thin -Set Mortar Additive with Lati • ete 211 Crete Filler Powder by Laticrete I ernational Inc.. 4. Ties and anchors: Corr •.. ion resistant and in compliance with the ... ilding code requirements. 5. Sealer: Breather type (non -fil i forming) sealer as recommen 6. Examine the areas and conditions under which work of this Section will be performed. Correct conditions t : t ar:_ d =; e ` M+ I Imely =: nd ork. Do not proceed until unsati• o • -: ndition = ar corre 7. Stone veneer shall "•e lai« in :mq= ti blors s9zes and 8. Establish lines, levels, and coursing indicate tion by stone supplier. the Drawings. Protect from displacement. 9. Maintain veneer courses to uniform dimen '•n orm vertical and horizontal joints of uniform thickness. 10. Incorporate shelf angles and flashin• into coursing s indicated on the Drawings or required by the building code. 11. Provide anchor ties as indicat requirements at required spacin on the Drawings, or as n with approved fasteners into cessary to meet code ubstrate provided. 12. Provide mortar bedding ere indicated or required. 13. Joints shall be as det ed on the Drawings. 14. Comply with the f'i lowing tolerances: a. Maximum vari . ion from unit to adjacent unit: 1/16 inch. b. Maximum . nation from plane of wall: 1/4 inch in ten feet. c. Maxim ; variation from level coursing: 1/8 inch in three feet and 1/4 inch in ten e d. Ma urn variation in joint thickness: 1/16 inch in three feet. 15., • pon completion of the cleaning operation, apply water repellent coating in strict cordance with the Manufacturer's installation instructions. SECTION 05400 - LIGHTGAGE METAL FRAMING 1. Provide metal studs for support of gypsum board and all other assemblies herein specified. 2. Provide backing plates not provided by other trades for support of items attached to lightgage metal framing. 3. Provide supplementary parts and components, such as inserts, clips, bracing, fasteners, anchors and other miscellaneous supports and accessories required for a complete installation. 4. Fire resistance: Wherever a fire resistance classification is indicated (I -hour, 2 -hour or similar designation), provide materials, accessories, and application procedures which have been listed by UL, and are approved by the Building Department. 5. Studs supporting gypsum board and sheathing shall be a minimum of 20 gage and have a minimum flange width of 1 -3/8 inch. 6. Studs supporting plaster shall be a minimum of 18 gage and have a minimum flange width of 1 -3/8 inch. 7. Studs with particularly long spans may be noted on the Drawings to be of heavier gages, comply accordingly. 8. Where top runner is attached to overhead floor, deck or structural element, provide Flex Track by Superior Metal Trim Products, or a double runner with the lower channel attached to the upper one with screws in slotted holes may be used. 9. Furring channels: 25 gage minimum, galvanized, hat - shaped. 10. Runner channels and bridging: 16 gage channels fabricated of cold - rolled steel, with flanges not less than 7/16" wide. 11. Do not attach metal framing nor suspension wires to ducts, conduits or pipes. 12. Cut framing components squarely for a tight fit against abutting members. Erect framing plumb and level to provide solid backing for finish materials. Install all steel studs in a wall /partition so that their flanges point in the same direction. 13. Do not exceed a 1 /8 inch in 10 feet tolerance from true lines and levels, nor 1 /8 inch from true position. Perform remedial work on framing as necessary to achieve specified tolerances. 14. Lay -out all partitions, soffits and ceiling breaks, and permanently mark on slabs and soffits. Lay -out shall be within 1 /8 inch of their indicated locations. Notify the Architect immediately in case of discrepancies; do not start work until discrepancies are resolved. 15. Align and securely anchor ceiling and floor tracks to building construction. Do not drive fasteners closer than 2 inch to slab or curb edge. 16. Provide double studs, closer spacing, and additional reinforcement as detailed or required at door frames, recesses for equipment, etc. Assemble corners using a minimum of 3 studs. 17. Install studs in single length, without joints, extending from floor to underside of floor or roof structure above, except where noted on the Drawings to stop at suspended ceilings. Splicing studs is not permitted. 18. Provide additional framing, as required, for attachment of electrical boxes, fire extinguisher cabinets and similar items located in stud walls. 19. Backing plates not provided with fixtures and equipment shall be at least 16 gage x 4 inches wide and long enough to span across 3 studs. SECTION 05500 - MISCELLANEOUS METALS 1. Provide steel shapes and connections as required or indicated on the Drawings. 2. Provide miscellaneous tubes, channels, angles, plates, bars, rods, metal decking and other shapes, not specified in other Sections but required to complete the Work. 3. Reference standards: The applicable provisions of the following govern the work of this Section: AISC, Design, Fabrication and Erection of Structural Steel for Buildings. AISI, Specifications for the Design of Cold- Formed Steel Structural Members. AWS D1.1, Structural Welding Code. 4. Steel plates, bars and sheets: ASTM A36, ASTM A283, Grade C, ASTM A306, Grade 65, ASTM A446 or A526 with zinc coating conforming to ASTM A525, designation G90, or ASTM A575. 5. Steel pipe: ASTM A53, Type E or S, Grade A. Fy = 35 ksi. 6. Steel tubing: ASTM A500, Grade B. Fy = 46.0 ksi. 7. Concrete and masonry anchors: Self - drilling or non - drilling expansion types by Phillips Drill Co., Inc., Rawlplug Co., Inc., Star Expansion Industries, Inc., Hilti or equal. 8. Welding electrodes: Types recommended by AWS for the metals to be welded. 9. Paint touch -up for galvanized surfaces: Zinc -rich primer by ZRC, Tnemec or equal. 10. Cut, reinforce, drill, punch, thread and tap miscellaneous metal work as required to receive finish hardware and similar items of work. 11. Form bent metal corners to the smallest radius possible without causing grain separation or otherwise impairing the strength of the material. 12. Fabricate items in the largest sections practical to minimize field jointing. 13. Apply a heavy coat of bituminous paint to metal surfaces in contact with concrete or masonry. 14. Weld shop and field connections continuously in accordance with AWS Dl .1, unless bolted connections are specifically shown. 15. Provide anchorage devices and fasteners required for attaching miscellaneous metal work to in -place construction, including threaded fasteners for concrete and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws and other connectors required. 16. Set items accurately in their proper location, alignment and elevation, plumb, level, true and free of rack as measured from established lines and levels. 17. Fit exposed connections accurately to form flush, hairline joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and flush with parent metal. SECTION 06200 - FINISH CARPENTRY AND MILLWORK 1. Provide cabinetry and finish hardware as indicated on the Drawings and as required for a complete installation. 2. Coordinate the work of this Section with Owner's Fixture Contractor and related trades. 3. Verify applicable dimensions at the jobsite. 4. Submit shop drawings in accordance with the requirements of Section 01300. Shop drawings shall clearly indicate all materials, dimensions, profiles and other pertinent data. 5. Fabricate all work from materials of the species and grades specified hereafter in accordance with the Woodwork Institute of California (W.I.C.) Manual of Millwork, "Premium Grade" requirements (unless herein noted otherwise). 6. Solid wood: Plain sawn yellow Poplar, Premium Grade complying with WIC Section 4. 7. Plywood: Paint grade Birch complying with WIC Section 6, Custom Grade, Hardwood. 8. Plastic laminate surfacing material: Color and texture as noted on drawings. 9. Wood screws and nails: Select the material, type, size and finish required for each use. 10. Anchors: Select the material, type, size and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors as required for corrosion resistance. 11. Fabricate woodwork and plastic laminate to dimensions, profiles and details shown. Rout or groove back of flat wood trim members, kerf backs of other wide flat wood members except plywood. 12. Shop assemble in as large units as practicable to minimize field cutting and jointing. Where necessary to fit at site, provide ample allowance for cutting and fitting. 13. Install this work plumb, level, true and straight with no distortions. Shim as required using concealed shims. 14. Cut to fit when not shop - fabricated or shop -cut to exact size. Where work abuts other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes at corners. 15. Anchoring: Secure work to anchors or blocking built --in or directly attributable to substrates. 16. Repair damaged or defective wood work as directed. Adjust and lubricate hardware for proper operation. 17. Clean exposed interior and exterior surfaces. Clean shop finished woodwork, touch up finish as required, and remove and refinish damaged or soiled areas of finish. SECT N 06400 - MOLDED STONE FABRICATIONS 1. Provide Adh- -d and mechanically fastened molded stone panels and trim ieces as indicated on the I .wings and required for a complete installation.. 3. Installer: Compan ; spec minimum three years experience. 2. Submit shop drawings - accordance with the requirements of Sec '•n 01300. Shop drawings shall clearly indicate all materials, dimensions, thicknesses, required clearances, tolerances, materials olo fi - ion c tails fi i �`,:; t construction, method of attachmo.f ' =+n4 o. er pe ` e data this Section with 4. Store molded stone panels and trim piece • on • lean, dry and level surface, in an area protected from weather and damage. ►• not Alea '? panels as warpage may occur. 5. Manufacturer: The QuarryCast .' Ision of Formglas Inc., • hampagne Drive, Toronto, Ontario, Canada M3J 2C5 (41 635 -8030. 6. Provide QuarryCast fie • fabricated panels (flat, 5/16" thick) and fabricated, precast panels (typically 3 -si. -d) 7. Adhesive: C. =mrex PL -400 or approved equal. Other adhesives may leach ough. 8. Color: = s indicated on th drawings. CTION 06400 - MOLDED STONE FABRICATIONS - CONTINUED 9. Seal • , t: Silicone type specified in Section 07900 and approved by the manufactur Match co of adjacent panels. 10. Grout: To m•-. h panels or trim. (To be used for filing fastener holes only.) 11. Verify that field me - urements are as indicated on shop drawings. 12. Do not install co 13. Sequence work t 14. Part thickness may vary (other stone and substrate. 15. Trim pieces are to be face fastened with panel is adhered to the substrate. 17. Butt the molded sto units and leave joints dry. ition ma b djac t a an veneer pane s . Allow for shim spaces between molded 18. Install 1/16" wi• spacers in joints to establish a constant width. rsunk screws that are grout filled after 16. Some warpage may occur due - climatic or storage •nditions. Carefully wet the back only with a brush and water and -:end the part back into th equired shape during fastening. Over wetting may stain the su ►.ce. Contact Formglas Inc. if wa 'age is excessive. 19. Caulked - .ints - Where indicated on drawings caulk between molded stone • '.• dissimilar materials • less dry joints are preferred or specified. 20. ger fill holes with matching grout and remove excess grout immediately with a flexib aper or damp cloth. Do not smear the grout on the molded stone surface beyond the hole. SECTION 06650 - SOLID POLYMER FABRICATIONS 1. Provide cast acrylic polymer panels (Conlon) as indicated on the drawings. 2. Installer: Company specializing in installing the products specified in this Section with minimum three years experience. 3. Manufacturer: Dupont Company, Wilmington, DE. Product: CORIAN. 4. Approved Fabricator: Quantum Fine Casework LLC - Contact: Christopher West (954) 306 -4900 Ext. 127 5. Composition: Homogenous, mineral- filled acrylic polymer, solid, non - porous with full depth color pattern, conforming to the following: 6. Adhesive: Neoprene -based panel adhesive or Type I solvent -based mastic type, approved for use by the materials manufacturer. At joints, use manufacturers joint adhesive, color matched to material. 7. Finish: Exposed surfaces smooth and polish to a matte sheen. 8. Ease corners and shape edges to the profiles shown on the Drawings. 9. Colors: Manufacturers standard colors as noted on the Drawings. 10. Set panels in place using approved adhesive and rigidly secure in place until adhesive cures. Align work plumb and level. 11. Clean and polish fabrications in accordance with manufacturers instructions. SE • TION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM 1. Provi Drawings. exterior insulation and finish system (EIFS) on exterior walls as indicated on th 2. Installer's qualifications: Installer shall have been trained by the system manufa- tuner and shall possess a :.urrent training certificate. 3. To establish a st dard of quality, the products of Dryvit Systems, Inc. are ;•ecified hereafter. Equivalent systems • USG or STO Industries may be used subject to the 0 errs approval under provisions of Se Lion 01600. 4. Gypsum sheathing: 5/ nch thickness, unless noted otherwise, Den. Glass Gold by Georgia- Pacific Corp. or a .'.roved equal. 5. Foam: Aged, expanded p• styrene insulation approved by e system manufacturer, with a nominal density of 1 pcf and . "U" value of 0.26 /inch. 6. Foam thickness: As indicated, b not less than 3/4 ". 7. Adhesive: Acrylic- yased 8. Base Coat: Dryvit 9. Reinforcing Mesh: a. Normal impact: Dryvit Reinforcing Mesh, in r ced glass fiber. b. High impact: Dryvit Panzer 15 Reinforci ,. Mesh, i enlaced glass fiber So E y h a , or it equal oduct or curing. anufacturer. ent. 10. Finish: As indicated on the Drawings 11. Water: Clean, potable, free of f eign matter. 12. Primer: 100% acrylic primer ti ► ed to match finish. 13. Sealants: Dow 790 - color •. match finish. 14. Install EIFS in accorda e with its manufacturer's printed instructio , the approved shop drawings and the follow 15. Foam: Mix and •.•ply adhesive to back of foam, in accordance with 'anufacturer =s printed instructions• sing a notched trowel. Rasp insulation to surface con •. ions to be Aflat@ within a toleranc-- of 1 /8 inch in 10 feet. 16. Base coat rowel or spray -apply over foam and immediately embed Reinfo . ing Mesh. Use Panzer • Mesh in addition to Reinforcing Mesh at all locations under 12 feet in eight. Terminatio-= s shall be back - wrapped and caulked per Section 07900. Mesh shall be complet- y embedded in Base Coat. Allow to dry. 17. Fi sh Coat: Spray or trowel apply over dry base coat in one continuous operation be . een joints or reveals maintaining a wet edge at all times, leaving an even texture with o s = Is, chatters, or irregularities. Do not allow finish to set up in area still being worked. Cold ints will be unacceptable. SECTION 07520 - ROOFING REPAIR 1. Patch existing roof membrane and base flashings where required by the work of this Contract. 2. Provide roof insulation, crickets, cant strips and other accessories required for a complete watertight installation. 3. Supervise removal of and installation of sheet metal items adjacent to, and in repaired roofing. SECTION 07520 - ROOFING REPAIR - CONTINUED 4. The work of this section is governed by the requirements of the Landlord. a. If a conflict arises between Mall criteria and these specifications the most stringent requirement shall apply. b. In the event that the Landlord requires the work to be performed by its own contractor, the work shall be supervised and coordinated in the same fashion that the Contractor would apply to its own subcontractor. All costs associated with the work of the Landlord =s contractor are a part of this Contract unless specifically stated otherwise by the Landlord in writing. 5. Applicator's qualifications: Applicator must have a minimum of 3 consecutive years of experience in application of the roofing proposed by use on projects of similar size and scope, and must be approved in writing by the Landlord. 6. UL classification: Completed roofing membrane must carry a UL Class A rating. Patching of existing roofing shall not change the fire rating of the existing assembly. 7. Environmental requirements: Do all roof patching in dry weather and temperature above 50 deg. F. Do not work on wet or frost covered surfaces. 8. Protection: Protect surfaces adjacent to hoist and kettles during roofing operations. Restore damaged surfaces to their original condition at no additional cost to the Owner. 9. Warrant roofing, including patching of existing roofing, against defective materials and workmanship for 2 years following Substantial Completion. Replace defective materials and workmanship at no cost to the Owner during the warranty period. 10. For patching existing roof membrane and base flashings: As selected by the Contractor, but subject to the Landlord =s approval. Materials selected must be compatible with existing roofing membrane, and be of similar type and construction. 11. The patch shall have the same, or a greater number of equivalent roofing plies as the existing roofing membrane. New base flashing shall be identical to or compatible with existing. 12. Power -broom and vacuum existing roof surfaces to remove all foreign substances. Cut out splits, blisters, buckles and surface irregularities and patch with appropriate compatible materials. 13. Remove roofing materials, including insulation, where moisture is present and replace with compatible roofing materials, being careful to bring the height of the area level with adjacent unrepaired surfaces. 14. Remove base flashings and any metal flashings built into the roof system, i.e., vent stack jacks, drain leads, etc. and make these areas level using compatible roofing materials. 15. Install new treated wood nailers where required due to deterioration or nailing requirements, or where required to bring existing nailers to new heights. 16. Install new roof insulation matching existing, unless otherwise acceptable to the Landlord. 17. Install all components of the roofing membrane, including insulation, in accordance with its manufacturer printed specifications. 18. The base flashing system shall be a component of, or attached to, the roof deck or roof deck system. 19.1n accordance with the method selected by the Contractor, as approved by the Landlord. First ply of roof patches shall overlap existing roofing a minimum of 6" on all sides, and each subsequent roofing ply shall overlap lower ply a minimum 9187 clot 6 ". 20. Where applicable, keep bitumen off exposed surfaces of cap sheet. Broadcast same aggregates used for cap sheet on bitumen spills to match adjacent surfaces. SECTION 07600 - FLASHINGS AND SHEET METAL 1. Provide and install sheet metal roofing, gutters, roof drain lead flashings and all other flashings and sheet metal items shown or required to make the building weathertight and not specified in other Sections. 2. The applicable provisions of the Architectural Sheet Metal Manual published by Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) govern the work of this Section. 3. Sheet steel: Commercial quality carbon steel sheets complying with ASTM A526; hot -dip galvanized to comply with ASTM A525, G90; 24 gage, except where heavier gage is indicated. 4. Sheet lead: 4 lbs. /sq. ft., ASTM B29 desilverized pig lead. 5. Nails for attaching sheet steel to wood: Hot -dip galvanized steel, large flat head "stronghold" type roofing nails, with barbed point, of sufficient length to penetrate a minimum of 1" into the wood nailer. 6. Rivets, screws and bolts: Hot -dip galvanized steel. 7. Solder and flux: 50 -50 lead /tin solder complying with ASTM B32, used with a non - corrosive flux. 8. Sealant and back -up: As specified in Section 07900. 9. Shop fabricate flashings and sheet metal work to comply with profiles and sizes indicated on the Drawings. When not detailed, comply with standard SMACNA details shown in the "Architectural Sheet Metal Manual ". 10. Exposed edges: Double back sheet metal 1 /2" to stiffen edges and provide a finished appearance. 11. Provisions for attachment to structure: Furnish supports, hangers, bracing, anchors and other devices shown, specified or necessary for reinforcement and proper attachment of flashings and sheet metal to building. 12. Coordinate this work with other trades whose work affects, or is affected, by the flashings and sheet metal work, to permit the correct sequencing and the watertightness of flashings and sheet metal work. 13. General: Comply with the approved shop drawings and SMACNA Architectural Sheet Metal Manual recommendations for installation. Attach flashings and sheet metal work securely to supporting construction, plumb, level, with flush, tight joints. 14. Dissimilar material protection: Protect sheet metal in contact with dissimilar metals and plaster with a heavy coating of bituminous paint, approved separation tape, or building felt or paper. 15. Expansion and contraction: Provide for thermal expansion and contraction and building movement without overstressing the material, breaking connections or producing wrinkles and distortion in finished surfaces. Make sheet metal installations weathertight at all locations. 16. Joints: Except at corners which shall be lapped and soldered, do not use lap joints nor exposed fasteners on sheet metal visible from public spaces, provide butt joints and concealed splice plates. Make these joints weathertight using sealant specified in Section 07900. 17. Completed work: Completed flashings and sheet metal work shall be watertight, free of dents, scratches and other damages, with joints and corners accurately machined, filed and fitted, and rigidly framed together and connected. RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER tl U Es/IEW 'F R DE COMPLIANCE APPROVED % It E NOV. 20O AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 1 1TH FLOOR SAN FRANCISCO, CA 94105 TSAO 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M - Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.232.3 FAX 614.818.2337 RMJ Robinson Meier ]uiiiy & Associates www.rmjse.com RMJ Job No.: 07186 EXPIRES: 12/07/09 Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 TeL 650.871.2282 Fax: 650.871.2459 gk it) 11/09/07 PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 98118 SPECIFICATIONS SP.3 5,439 SF PROJECT NO. 0744.03 11 -12 -07 RL MW 1 D C B A /�\ A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08-07 ISSUE FOR PERMIT RL MW 07 -27-07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 5 5 4 4 3 3 2 2 1 SECTION 03550 - CEMENTITIOUS FLOOR FILL - CONTINUED 11. Tolerances: Unless specified otherwise, completed surface shall slope a maximum of 1/8 inch in 10 feet. Fill -in with compatible material or grind down bumps to achieve required tolerances and smooth finish suitable for hard - surface flooring applications. SE ION 04450 - STONE VENEER 1. Stone -neer units shall be handled and stored in such a manner so as to prevent Ipping, breaking a , d cracking. 2. Cover and • otect materials from inclement weather. Stack to allow for air cir ulation through the sto while protecting against undue moisture absorbsion. 3. Setting materials: aticrete 4237 Latex Thin -Set Mortar Additive with Lati • ete 211 Crete Filler Powder by Laticrete I ernational Inc.. 4. Ties and anchors: Corr •.. ion resistant and in compliance with the ... ilding code requirements. 5. Sealer: Breather type (non -fil i forming) sealer as recommen 6. Examine the areas and conditions under which work of this Section will be performed. Correct conditions t : t ar:_ d =; e ` M+ I Imely =: nd ork. Do not proceed until unsati• o • -: ndition = ar corre 7. Stone veneer shall "•e lai« in :mq= ti blors s9zes and 8. Establish lines, levels, and coursing indicate tion by stone supplier. the Drawings. Protect from displacement. 9. Maintain veneer courses to uniform dimen '•n orm vertical and horizontal joints of uniform thickness. 10. Incorporate shelf angles and flashin• into coursing s indicated on the Drawings or required by the building code. 11. Provide anchor ties as indicat requirements at required spacin on the Drawings, or as n with approved fasteners into cessary to meet code ubstrate provided. 12. Provide mortar bedding ere indicated or required. 13. Joints shall be as det ed on the Drawings. 14. Comply with the f'i lowing tolerances: a. Maximum vari . ion from unit to adjacent unit: 1/16 inch. b. Maximum . nation from plane of wall: 1/4 inch in ten feet. c. Maxim ; variation from level coursing: 1/8 inch in three feet and 1/4 inch in ten e d. Ma urn variation in joint thickness: 1/16 inch in three feet. 15., • pon completion of the cleaning operation, apply water repellent coating in strict cordance with the Manufacturer's installation instructions. SECTION 05400 - LIGHTGAGE METAL FRAMING 1. Provide metal studs for support of gypsum board and all other assemblies herein specified. 2. Provide backing plates not provided by other trades for support of items attached to lightgage metal framing. 3. Provide supplementary parts and components, such as inserts, clips, bracing, fasteners, anchors and other miscellaneous supports and accessories required for a complete installation. 4. Fire resistance: Wherever a fire resistance classification is indicated (I -hour, 2 -hour or similar designation), provide materials, accessories, and application procedures which have been listed by UL, and are approved by the Building Department. 5. Studs supporting gypsum board and sheathing shall be a minimum of 20 gage and have a minimum flange width of 1 -3/8 inch. 6. Studs supporting plaster shall be a minimum of 18 gage and have a minimum flange width of 1 -3/8 inch. 7. Studs with particularly long spans may be noted on the Drawings to be of heavier gages, comply accordingly. 8. Where top runner is attached to overhead floor, deck or structural element, provide Flex Track by Superior Metal Trim Products, or a double runner with the lower channel attached to the upper one with screws in slotted holes may be used. 9. Furring channels: 25 gage minimum, galvanized, hat - shaped. 10. Runner channels and bridging: 16 gage channels fabricated of cold - rolled steel, with flanges not less than 7/16" wide. 11. Do not attach metal framing nor suspension wires to ducts, conduits or pipes. 12. Cut framing components squarely for a tight fit against abutting members. Erect framing plumb and level to provide solid backing for finish materials. Install all steel studs in a wall /partition so that their flanges point in the same direction. 13. Do not exceed a 1 /8 inch in 10 feet tolerance from true lines and levels, nor 1 /8 inch from true position. Perform remedial work on framing as necessary to achieve specified tolerances. 14. Lay -out all partitions, soffits and ceiling breaks, and permanently mark on slabs and soffits. Lay -out shall be within 1 /8 inch of their indicated locations. Notify the Architect immediately in case of discrepancies; do not start work until discrepancies are resolved. 15. Align and securely anchor ceiling and floor tracks to building construction. Do not drive fasteners closer than 2 inch to slab or curb edge. 16. Provide double studs, closer spacing, and additional reinforcement as detailed or required at door frames, recesses for equipment, etc. Assemble corners using a minimum of 3 studs. 17. Install studs in single length, without joints, extending from floor to underside of floor or roof structure above, except where noted on the Drawings to stop at suspended ceilings. Splicing studs is not permitted. 18. Provide additional framing, as required, for attachment of electrical boxes, fire extinguisher cabinets and similar items located in stud walls. 19. Backing plates not provided with fixtures and equipment shall be at least 16 gage x 4 inches wide and long enough to span across 3 studs. SECTION 05500 - MISCELLANEOUS METALS 1. Provide steel shapes and connections as required or indicated on the Drawings. 2. Provide miscellaneous tubes, channels, angles, plates, bars, rods, metal decking and other shapes, not specified in other Sections but required to complete the Work. 3. Reference standards: The applicable provisions of the following govern the work of this Section: AISC, Design, Fabrication and Erection of Structural Steel for Buildings. AISI, Specifications for the Design of Cold- Formed Steel Structural Members. AWS D1.1, Structural Welding Code. 4. Steel plates, bars and sheets: ASTM A36, ASTM A283, Grade C, ASTM A306, Grade 65, ASTM A446 or A526 with zinc coating conforming to ASTM A525, designation G90, or ASTM A575. 5. Steel pipe: ASTM A53, Type E or S, Grade A. Fy = 35 ksi. 6. Steel tubing: ASTM A500, Grade B. Fy = 46.0 ksi. 7. Concrete and masonry anchors: Self - drilling or non - drilling expansion types by Phillips Drill Co., Inc., Rawlplug Co., Inc., Star Expansion Industries, Inc., Hilti or equal. 8. Welding electrodes: Types recommended by AWS for the metals to be welded. 9. Paint touch -up for galvanized surfaces: Zinc -rich primer by ZRC, Tnemec or equal. 10. Cut, reinforce, drill, punch, thread and tap miscellaneous metal work as required to receive finish hardware and similar items of work. 11. Form bent metal corners to the smallest radius possible without causing grain separation or otherwise impairing the strength of the material. 12. Fabricate items in the largest sections practical to minimize field jointing. 13. Apply a heavy coat of bituminous paint to metal surfaces in contact with concrete or masonry. 14. Weld shop and field connections continuously in accordance with AWS Dl .1, unless bolted connections are specifically shown. 15. Provide anchorage devices and fasteners required for attaching miscellaneous metal work to in -place construction, including threaded fasteners for concrete and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws and other connectors required. 16. Set items accurately in their proper location, alignment and elevation, plumb, level, true and free of rack as measured from established lines and levels. 17. Fit exposed connections accurately to form flush, hairline joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and flush with parent metal. SECTION 06200 - FINISH CARPENTRY AND MILLWORK 1. Provide cabinetry and finish hardware as indicated on the Drawings and as required for a complete installation. 2. Coordinate the work of this Section with Owner's Fixture Contractor and related trades. 3. Verify applicable dimensions at the jobsite. 4. Submit shop drawings in accordance with the requirements of Section 01300. Shop drawings shall clearly indicate all materials, dimensions, profiles and other pertinent data. 5. Fabricate all work from materials of the species and grades specified hereafter in accordance with the Woodwork Institute of California (W.I.C.) Manual of Millwork, "Premium Grade" requirements (unless herein noted otherwise). 6. Solid wood: Plain sawn yellow Poplar, Premium Grade complying with WIC Section 4. 7. Plywood: Paint grade Birch complying with WIC Section 6, Custom Grade, Hardwood. 8. Plastic laminate surfacing material: Color and texture as noted on drawings. 9. Wood screws and nails: Select the material, type, size and finish required for each use. 10. Anchors: Select the material, type, size and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors as required for corrosion resistance. 11. Fabricate woodwork and plastic laminate to dimensions, profiles and details shown. Rout or groove back of flat wood trim members, kerf backs of other wide flat wood members except plywood. 12. Shop assemble in as large units as practicable to minimize field cutting and jointing. Where necessary to fit at site, provide ample allowance for cutting and fitting. 13. Install this work plumb, level, true and straight with no distortions. Shim as required using concealed shims. 14. Cut to fit when not shop - fabricated or shop -cut to exact size. Where work abuts other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes at corners. 15. Anchoring: Secure work to anchors or blocking built --in or directly attributable to substrates. 16. Repair damaged or defective wood work as directed. Adjust and lubricate hardware for proper operation. 17. Clean exposed interior and exterior surfaces. Clean shop finished woodwork, touch up finish as required, and remove and refinish damaged or soiled areas of finish. SECT N 06400 - MOLDED STONE FABRICATIONS 1. Provide Adh- -d and mechanically fastened molded stone panels and trim ieces as indicated on the I .wings and required for a complete installation.. 3. Installer: Compan ; spec minimum three years experience. 2. Submit shop drawings - accordance with the requirements of Sec '•n 01300. Shop drawings shall clearly indicate all materials, dimensions, thicknesses, required clearances, tolerances, materials olo fi - ion c tails fi i �`,:; t construction, method of attachmo.f ' =+n4 o. er pe ` e data this Section with 4. Store molded stone panels and trim piece • on • lean, dry and level surface, in an area protected from weather and damage. ►• not Alea '? panels as warpage may occur. 5. Manufacturer: The QuarryCast .' Ision of Formglas Inc., • hampagne Drive, Toronto, Ontario, Canada M3J 2C5 (41 635 -8030. 6. Provide QuarryCast fie • fabricated panels (flat, 5/16" thick) and fabricated, precast panels (typically 3 -si. -d) 7. Adhesive: C. =mrex PL -400 or approved equal. Other adhesives may leach ough. 8. Color: = s indicated on th drawings. CTION 06400 - MOLDED STONE FABRICATIONS - CONTINUED 9. Seal • , t: Silicone type specified in Section 07900 and approved by the manufactur Match co of adjacent panels. 10. Grout: To m•-. h panels or trim. (To be used for filing fastener holes only.) 11. Verify that field me - urements are as indicated on shop drawings. 12. Do not install co 13. Sequence work t 14. Part thickness may vary (other stone and substrate. 15. Trim pieces are to be face fastened with panel is adhered to the substrate. 17. Butt the molded sto units and leave joints dry. ition ma b djac t a an veneer pane s . Allow for shim spaces between molded 18. Install 1/16" wi• spacers in joints to establish a constant width. rsunk screws that are grout filled after 16. Some warpage may occur due - climatic or storage •nditions. Carefully wet the back only with a brush and water and -:end the part back into th equired shape during fastening. Over wetting may stain the su ►.ce. Contact Formglas Inc. if wa 'age is excessive. 19. Caulked - .ints - Where indicated on drawings caulk between molded stone • '.• dissimilar materials • less dry joints are preferred or specified. 20. ger fill holes with matching grout and remove excess grout immediately with a flexib aper or damp cloth. Do not smear the grout on the molded stone surface beyond the hole. SECTION 06650 - SOLID POLYMER FABRICATIONS 1. Provide cast acrylic polymer panels (Conlon) as indicated on the drawings. 2. Installer: Company specializing in installing the products specified in this Section with minimum three years experience. 3. Manufacturer: Dupont Company, Wilmington, DE. Product: CORIAN. 4. Approved Fabricator: Quantum Fine Casework LLC - Contact: Christopher West (954) 306 -4900 Ext. 127 5. Composition: Homogenous, mineral- filled acrylic polymer, solid, non - porous with full depth color pattern, conforming to the following: 6. Adhesive: Neoprene -based panel adhesive or Type I solvent -based mastic type, approved for use by the materials manufacturer. At joints, use manufacturers joint adhesive, color matched to material. 7. Finish: Exposed surfaces smooth and polish to a matte sheen. 8. Ease corners and shape edges to the profiles shown on the Drawings. 9. Colors: Manufacturers standard colors as noted on the Drawings. 10. Set panels in place using approved adhesive and rigidly secure in place until adhesive cures. Align work plumb and level. 11. Clean and polish fabrications in accordance with manufacturers instructions. SE • TION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM 1. Provi Drawings. exterior insulation and finish system (EIFS) on exterior walls as indicated on th 2. Installer's qualifications: Installer shall have been trained by the system manufa- tuner and shall possess a :.urrent training certificate. 3. To establish a st dard of quality, the products of Dryvit Systems, Inc. are ;•ecified hereafter. Equivalent systems • USG or STO Industries may be used subject to the 0 errs approval under provisions of Se Lion 01600. 4. Gypsum sheathing: 5/ nch thickness, unless noted otherwise, Den. Glass Gold by Georgia- Pacific Corp. or a .'.roved equal. 5. Foam: Aged, expanded p• styrene insulation approved by e system manufacturer, with a nominal density of 1 pcf and . "U" value of 0.26 /inch. 6. Foam thickness: As indicated, b not less than 3/4 ". 7. Adhesive: Acrylic- yased 8. Base Coat: Dryvit 9. Reinforcing Mesh: a. Normal impact: Dryvit Reinforcing Mesh, in r ced glass fiber. b. High impact: Dryvit Panzer 15 Reinforci ,. Mesh, i enlaced glass fiber So E y h a , or it equal oduct or curing. anufacturer. ent. 10. Finish: As indicated on the Drawings 11. Water: Clean, potable, free of f eign matter. 12. Primer: 100% acrylic primer ti ► ed to match finish. 13. Sealants: Dow 790 - color •. match finish. 14. Install EIFS in accorda e with its manufacturer's printed instructio , the approved shop drawings and the follow 15. Foam: Mix and •.•ply adhesive to back of foam, in accordance with 'anufacturer =s printed instructions• sing a notched trowel. Rasp insulation to surface con •. ions to be Aflat@ within a toleranc-- of 1 /8 inch in 10 feet. 16. Base coat rowel or spray -apply over foam and immediately embed Reinfo . ing Mesh. Use Panzer • Mesh in addition to Reinforcing Mesh at all locations under 12 feet in eight. Terminatio-= s shall be back - wrapped and caulked per Section 07900. Mesh shall be complet- y embedded in Base Coat. Allow to dry. 17. Fi sh Coat: Spray or trowel apply over dry base coat in one continuous operation be . een joints or reveals maintaining a wet edge at all times, leaving an even texture with o s = Is, chatters, or irregularities. Do not allow finish to set up in area still being worked. Cold ints will be unacceptable. SECTION 07520 - ROOFING REPAIR 1. Patch existing roof membrane and base flashings where required by the work of this Contract. 2. Provide roof insulation, crickets, cant strips and other accessories required for a complete watertight installation. 3. Supervise removal of and installation of sheet metal items adjacent to, and in repaired roofing. SECTION 07520 - ROOFING REPAIR - CONTINUED 4. The work of this section is governed by the requirements of the Landlord. a. If a conflict arises between Mall criteria and these specifications the most stringent requirement shall apply. b. In the event that the Landlord requires the work to be performed by its own contractor, the work shall be supervised and coordinated in the same fashion that the Contractor would apply to its own subcontractor. All costs associated with the work of the Landlord =s contractor are a part of this Contract unless specifically stated otherwise by the Landlord in writing. 5. Applicator's qualifications: Applicator must have a minimum of 3 consecutive years of experience in application of the roofing proposed by use on projects of similar size and scope, and must be approved in writing by the Landlord. 6. UL classification: Completed roofing membrane must carry a UL Class A rating. Patching of existing roofing shall not change the fire rating of the existing assembly. 7. Environmental requirements: Do all roof patching in dry weather and temperature above 50 deg. F. Do not work on wet or frost covered surfaces. 8. Protection: Protect surfaces adjacent to hoist and kettles during roofing operations. Restore damaged surfaces to their original condition at no additional cost to the Owner. 9. Warrant roofing, including patching of existing roofing, against defective materials and workmanship for 2 years following Substantial Completion. Replace defective materials and workmanship at no cost to the Owner during the warranty period. 10. For patching existing roof membrane and base flashings: As selected by the Contractor, but subject to the Landlord =s approval. Materials selected must be compatible with existing roofing membrane, and be of similar type and construction. 11. The patch shall have the same, or a greater number of equivalent roofing plies as the existing roofing membrane. New base flashing shall be identical to or compatible with existing. 12. Power -broom and vacuum existing roof surfaces to remove all foreign substances. Cut out splits, blisters, buckles and surface irregularities and patch with appropriate compatible materials. 13. Remove roofing materials, including insulation, where moisture is present and replace with compatible roofing materials, being careful to bring the height of the area level with adjacent unrepaired surfaces. 14. Remove base flashings and any metal flashings built into the roof system, i.e., vent stack jacks, drain leads, etc. and make these areas level using compatible roofing materials. 15. Install new treated wood nailers where required due to deterioration or nailing requirements, or where required to bring existing nailers to new heights. 16. Install new roof insulation matching existing, unless otherwise acceptable to the Landlord. 17. Install all components of the roofing membrane, including insulation, in accordance with its manufacturer printed specifications. 18. The base flashing system shall be a component of, or attached to, the roof deck or roof deck system. 19.1n accordance with the method selected by the Contractor, as approved by the Landlord. First ply of roof patches shall overlap existing roofing a minimum of 6" on all sides, and each subsequent roofing ply shall overlap lower ply a minimum 9187 clot 6 ". 20. Where applicable, keep bitumen off exposed surfaces of cap sheet. Broadcast same aggregates used for cap sheet on bitumen spills to match adjacent surfaces. SECTION 07600 - FLASHINGS AND SHEET METAL 1. Provide and install sheet metal roofing, gutters, roof drain lead flashings and all other flashings and sheet metal items shown or required to make the building weathertight and not specified in other Sections. 2. The applicable provisions of the Architectural Sheet Metal Manual published by Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) govern the work of this Section. 3. Sheet steel: Commercial quality carbon steel sheets complying with ASTM A526; hot -dip galvanized to comply with ASTM A525, G90; 24 gage, except where heavier gage is indicated. 4. Sheet lead: 4 lbs. /sq. ft., ASTM B29 desilverized pig lead. 5. Nails for attaching sheet steel to wood: Hot -dip galvanized steel, large flat head "stronghold" type roofing nails, with barbed point, of sufficient length to penetrate a minimum of 1" into the wood nailer. 6. Rivets, screws and bolts: Hot -dip galvanized steel. 7. Solder and flux: 50 -50 lead /tin solder complying with ASTM B32, used with a non - corrosive flux. 8. Sealant and back -up: As specified in Section 07900. 9. Shop fabricate flashings and sheet metal work to comply with profiles and sizes indicated on the Drawings. When not detailed, comply with standard SMACNA details shown in the "Architectural Sheet Metal Manual ". 10. Exposed edges: Double back sheet metal 1 /2" to stiffen edges and provide a finished appearance. 11. Provisions for attachment to structure: Furnish supports, hangers, bracing, anchors and other devices shown, specified or necessary for reinforcement and proper attachment of flashings and sheet metal to building. 12. Coordinate this work with other trades whose work affects, or is affected, by the flashings and sheet metal work, to permit the correct sequencing and the watertightness of flashings and sheet metal work. 13. General: Comply with the approved shop drawings and SMACNA Architectural Sheet Metal Manual recommendations for installation. Attach flashings and sheet metal work securely to supporting construction, plumb, level, with flush, tight joints. 14. Dissimilar material protection: Protect sheet metal in contact with dissimilar metals and plaster with a heavy coating of bituminous paint, approved separation tape, or building felt or paper. 15. Expansion and contraction: Provide for thermal expansion and contraction and building movement without overstressing the material, breaking connections or producing wrinkles and distortion in finished surfaces. Make sheet metal installations weathertight at all locations. 16. Joints: Except at corners which shall be lapped and soldered, do not use lap joints nor exposed fasteners on sheet metal visible from public spaces, provide butt joints and concealed splice plates. Make these joints weathertight using sealant specified in Section 07900. 17. Completed work: Completed flashings and sheet metal work shall be watertight, free of dents, scratches and other damages, with joints and corners accurately machined, filed and fitted, and rigidly framed together and connected. RECEIVED CITY OF TUKWILA NOV 1 6 2007 PERMIT CENTER tl U Es/IEW 'F R DE COMPLIANCE APPROVED % It E NOV. 20O AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 1 1TH FLOOR SAN FRANCISCO, CA 94105 TSAO 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M - Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.232.3 FAX 614.818.2337 RMJ Robinson Meier ]uiiiy & Associates www.rmjse.com RMJ Job No.: 07186 EXPIRES: 12/07/09 Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 TeL 650.871.2282 Fax: 650.871.2459 gk it) 11/09/07 PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 98118 SPECIFICATIONS SP.3 5,439 SF PROJECT NO. 0744.03 11 -12 -07 RL MW 1 D C B A II r- A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 5 5 { 4 4 3 2 SECTION 07840 - FIRESTOPPING 1. Firestopping of all penetrations through fire barriers, including: a. Voids around pipes, conduits, cables and wires not in conduit. b. Other openings, as required by authorities having jurisdiction. c. Joints between smoke barriers and other construction. 2. Products of the manufacturers listed below will be accepted: GE Silicones, Waterford, NY (800/255 -8886) Isolatek International, local representative Mission Viejo, CA (714/837 -4024) 3M /Construction Markets Department, St. Paul, MN Nelson Firestop Products, Tulsa, OK (800/331 -7325) The Rectorseal Corp., Houston, TX Semco Division /Products Research and Chemical Corporation (PRC) Specified Technologies Inc., Somerville, NJ 3. Firestopping Materials: Provide penetration seal assemblies whose fire - resistance ratings have been determined by testing in the configurations required and which have fire - resistance ratings at least as high as that of the fire -rated assembly in which they are to be installed. 4. It shall be the Contractor's responsibility to determine the types of penetrations to be sealed and to select appropriate firestopping assemblies. 5. If a tested assembly is not available for a particular penetration configuration, modify the penetration configuration to suit available assemblies; do not modify assembly configuration except as specifically stated in the test report or as approved by the authority having jurisdiction. 6. Provide products which: a. Allow normal expansion and contraction movement of the penetrating item without failure of the penetration seal. b. Emit no hazardous, combustible, or irritating by- products during installation or curing period. c. Do not require special tools for installation. SECTION 07900 - SEALANTS 1. This Section contains requirements pertaining to all sealants used on the Project and becomes a part of all Sections containing references to this Section, or when sealants are indicated on the Drawings or required to make the building weatherproof. 2. Do not install sealants under adverse weather conditions, or when temperatures are beyond manufacturer's recommended limits. 3. Warrant sealants against defective materials and workmanship for 5 years after Substantial completion. Warranty shall further state that installed sealants are warranted against the following: a. Water leakage thru sealed joints. b. Adhesive or cohesive failure of sealant. c. Staining of adjacent surfaces caused by migration of sealants or primer. d. Chalking or visible color change of the cured sealants. 4. Colors: Custom colors selected by the Architect to match finish materials. 5. Compatibility: Verify that selected sealers will not cause staining, degradation and premature aging of the adjacent surfaces and the sealant itself when in contact with these surfaces. 6. For all exterior applications: General Electric Corp.: Gesil or Silpruf. Dow Coming Corp.: 790 or 795. Bostick Construction Products Div.: Chem -Calk 1000 or 2000. Tremco Corp.: Spectrum 1 or 2. Rhone - Poulenc: Rhodorsil 50. 7. For interior locations, other than floors, such as ceramic wall tile, plumbing fixtures and others where a mildew - resistant sealant is required: General Electric Corp.: 1700. Dow Corning Corp.; 786. Rhone - Poulenc: Rhodorsil 6B. 8 Sealant backer rod: Compressible rod stock formed of closed -cell polyethylene foam, polyethylene jacketed polyurethane foam, butyl rubber foam, neoprene foam or other flexible, permanent, durable non - absorptive material recommended by the sealant manufacturer. Provide size and shape of rod which will control the joint depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of sealant bead on back, and provide a highly compressible backer to minimize the possibility of sealant extrusion when joint is compressed. 9. Clean and prepare joints just before installing sealant, in accordance with the sealant manufacturer's printed instructions using materials recommended by the sealant manufacturer. Remove dirt, loose coatings, moisture and other substances that would interfere with sealant bond. 10. Install backer rod for all sealants with blunt or rounded tools to avoid puncturing the material. Do not twist, stretch or braid the backer rod. 11. Employ only proven installation techniques which will ensure that sealants are installed in uniform, continuous ribbons without gaps or air pockets and with complete 'Wetting" of the rabbet surfaces equally on opposite sides. 12. Fill rabbets to a slightly concave surface just below adjacent surfaces. For normal joints not subject to traffic: Fill joints to a depth equal to 50% of joint width, but not less than 1 /4" deep or more than 1 /2" deep, measured at the center (thin) section of the bead. 13. Remove excess sealant spillage promptly as this work progresses. Clean adjacent surfaces by recommended means to remove sealant, but not damage the surfaces. SECTION 08100 - HOLLOW METAL DOORS AND FRAMES 1. Reference standards: SDI 100, Recommended Specifications for Standard Steel Doors and Frames. 2. Comply with the Disabled Access requirements of the applicable Building Codes, all local and state codes and Americans with Disabilities Act (ADA). 3. Fire resistance: Provide fire -rated door and frame assemblies bearing the label of a testing agency acceptable to the Building Department for the fire resistance indicated. 4. Hollow metal doors: SDI Model 3 or 4, seamless Grade II -Heavy Duty steel doors (18 gage) for doors up to 3 ft. wide, and Grade III - Extra Heavy steel doors (16 gage) for doors wider than 3 ft. No seams permitted in door edges. Close the top of all outswinging exterior doors with an inverted channel. 5. Hollow metal door frames: Constructed of 16 gage steel, with corners mitered, welded and ground smooth for unit frames. 6. Approved manufacturers: J -Door Co., Steelcraft, The Ceco Corp., Krieger Steel Products Co., Overly Mfg. Co., Inc., or equal. 7. Inserts, bolts and fasteners: Manufacturer's standard units, except hot -dip galvanize all items in exterior walls. 8. Paints: Shop primer: Manufacturer's standard rust - inhibitive shop paint, ether air -drying or baking, compatible with specified finish paint. 9. Door filler: In accordance with SDI 100, except use UL listed materials in fire -rated doors. 10. Set frames accurately in their scheduled locations, plumb, straight, square and rigid. Coordinate the installation of built -in anchors for wall and partition construction with related trades. 11. Install fire -rated frames in accordance with UL tested procedures. 12. Provide UL tested adjustable floor clips for all frames. Anchor clips to floor with powder - driven pins or bolts in expansion shields. 13. Leave door frame spreader bars intact, wherever possible, until frames are set perfectly square and plumb and all anchors are securely attached and grouted where required. 14. Hang doors in accordance with their manufacturer's instructions, and adjust to the clearances specified in SDI Publication 100, except where more stringent clearances are indicated on the Drawings or required by UL listing for fire -rated doors. 15. Install finish hardware in accordance with its manufacturer's templates and printed instructions. Adjust hardware so that doors operate freely for their entire travel, but not loosely, without sticking or hinge binding, with all hardware adjusted, lubricated and functioning properly. 16. Clean damaged primer, sand smooth, reclean and spot -prime with a paint compatible with the primer and the scheduled finish coats. SECTION 08200 - WOOD DOORS 1. Reference standards: The applicable provisions of AWI, Architectural Woodwork Quality Standards, and NWWDA I.S.I govern the work of this Section. 2. Comply with the Disabled Access requirements of the Uniform Building Code (UBC), all local and state codes and Americans with Disabilities Act (ADA). 3. Fire resistance: Provide labeled fire -rated doors bearing the label of a testing agency acceptable to the Building Department for the fire resistance indicated. 4. Uniformity: Except as specified otherwise, all doors for the Project shall be made by the same manufacturer. 5. Furnish the Owner manufacturer's written warranty against doors delaminating, telegraphing core through face veneer and warping greater than 1 /4" for the life of the installation. 6. Approved manufacturers: Weyerhaeuser Co., Buell Door Co., Algoma Hardwoods, Inc. and Eggers Industries. 7. Flush wood doors: a. Construction: Solid core, 5 -ply construction. b. Model: AWI Type PC -5. c. Face: Birch, paint grade. d. Core: Mat- formed particleboard complying with CS 236, Type I, Density C, Class 1. e. Stile edges: Matching stile edges bonded to core, 1-1/8" minimum after trim, or mill option hardwood covered with oak veneer of the same thickness as the faces. f. Crossband: Minimum 1/16" kiln dried poplar. g. Rail edges: Mill option softwood bonded to core, 1-1/8" minimum after trim. h. Adhesive: Type II. 8. Fire rated doors: a. Model: AWI Type FD. b. Style: Flush. c. Face: Birch, paint grade. d. Core: Non - combustible mineral. Assemble doors with solid fire - retardant wood rails and lokblocks for hardware attachment without the use of through bolts (Chicago Bolts). e. Stile edges: 5/8" after trimming treated hardwood. f. Rail edges: Top, 1/2" minimum treated; bottom, 1- 1/2" minimum treated. g. Rating: As scheduled. 9. Doors glazing: Factory installed of the size and type indicated on the Drawings. 10. Accurately fit doors to frames with clearances not exceeding 1/8" at lock, hanging stile and top; 1 /4" at door bottom, except that where noted in the door schedule, undercut doors 1" above finish flooring as applicable. Comply with NFPA No. 80 for installation of fire -rated doors. 11. Install finish hardware in accordance with its manufacturer's printed instructions and the requirements of Section 08700. Fit accurately to doors. 12. Doors shall operate freely for their entire travel, but not loosely, without sticking or hinge binding, with all hardware adjusted and functioning properly. SECTION 08400 - ALUMINUM STOREFRONT 1. Provide and install anodized aluminum storefront framing complete with subframes, reinforcement, stiffeners, anchors and sealants for the work of this Section. 2. Submit large scale, dimensioned shop drawings in accordance with the requirements of Section 01300 including the following: a. Show joinery techniques, framing member profiles, doors and track, and other operating components. Identify all materials including glass types, glazing materials and hardware. b. Show relative layout of structural support, adjacent metal framing and materials, steel tube columns, slab and floor finishes, all correctly dimensioned. 3. Samples: Submit metal samples, not less than 12" long with specified finish and color. 4. Fabricator / installer's qualifications: Work shall be performed by a firm with a minimum of 5 years' experience fabricating and erecting work similar to that required for this Project. 5. Comply with "Care and Handling of Architectural Aluminum from Shop to Site" published by AAMA, and the applicable requirements of Section 01600. 6. Warrant the work of this Section against defective materials and workmanship for 2 years after Substantial Completion. Repair or replace, when repairs are acceptable to the Owner, defective materials and workmanship during the warranty period at no cost to the Owner. 7. Entry doors: Modified wide stile aluminum frame doors as indicated on the Drawings. 8. Storefront: Extruded aluminum of the profiles shown on the Drawings. 9. Fasteners: Aluminum or Type 302/304 stainless steel for aluminum; hot -dip galvanized steel for steel -to -steel and steel -to- concrete. Do not use exposed fasteners. 10. Sealants and back -up rods within assemblies: Manufacturer's standard non- drying, non - skinning sealant complying with AAMA 809.2. 11. Sealants and back -up rods between assemblies and adjacent materials: As specified in Section 07900. 12. Products of the following manufacturers are acceptable: Arcadia Aluminum, Kawneer, Vistawall and U.S. Aluminum. 13. Maintain the visual design concepts shown, including member sizes, profiles and alignment of components. Provide modified sections and internal stiffeners where indicated. 14. Exposed aluminum surfaces: Architectural Class I anodic coating with color conforming to aluminum association standard AA -M12 C22 A42/44. Color as indicated on the Drawings. 15. Concealed surfaces: Prime concealed aluminum surfaces in contact with masonry, concrete or steel with a bituminous paint. Prime steel parts of anchors, anchor inserts, reinforcement and supports with rust - inhibitive primer. 16. Install components level, plumb, true to line and with uniform joints and reveals. Attach securely to structure with non- staining and non - corrosive shims, anchors, fasteners and spacers. 17. Provide all accessories such as fastenings, sealants and concealed anchorage needed for a complete weatherproof installation. 18. Erection tolerances: a. Deviation from established vertical, horizontal or designed position shall not exceed 1/8 inch per 10 feet of length of any member, or 1 /4 inch in any total run in any line. b. Maximum offset from true alignment between 2 consecutive members placed end -to -end shall not exceed 1/16 inch. c. Maximum offset between glass framing members at corners of glazing pocket must not exceed 1/32 inch. 19. Provide tape separator between contact surfaces of dissimilar materials wher9 ❑e there is a possibility of corrosive or electrolytic action. 20. Glazing: Glaze assemblies in accordance with the glass manufacturer's printed instructions and the recommendations of FGMA "Glazing Manual ". 21. Hanging doors: Install finish hardware on doors in accordance with its manufacturer's printed instructions. Hang doors and adjust hardware so doors operate freely for their entire travel, without sticking or binding. SECTION 08700 - FINISH HARDWARE 1. Furnish finish hardware required to complete the Work as shown on the Drawings and as specified herein. Finish Hardware work may be a combination of new doors and new hardware as well as existing doors with new hardware. 2. Furnish trim attachments and fastenings, specified or otherwise required, for proper and complete installation. 3. Comply with the Disabled Access requirements of the Uniform Building Code (UBC), all local and state codes and Americans with Disabilities Act (ADA). 4. Except for items specifically included or specified under other Sections, provide all finish hardware and related items necessary to complete the work shown. 5. Where the size or shape of members to be equipped with hardware prevents or makes unsuitable the use of hardware specified, equal types having as nearly as practicable the same operation, function and quality shall be furnished. 6. Sizes of all articles of hardware in all instances shall be adequate for the service to which the individual items of hardware will be subjected in the course of normal usage. 7. Furnish silencers for door frames at the rate of three for each single door and two for each door for pair of doors; coordinate with weatherstripped doors and doors with light seals or smoke seals. 8. The keying arrangements are to be prepared, coordinated and approved with Owner. 9. Provide minimum two keys per lock (or as required by Owner, at no additional cost). Each key shall be tagged for the respective lock. 10. Furnish to the General Contractor two (2) construction master keys. Construction cores shall furnished by the hardware supplier to operate locks during construction. Upon insertion of Owner's change key, the construction cores shall be removed, and permanent cores shall be installed by Contractor, in presence of Owner's Representative. 11. Provide knock -out key(s) that will cancel /remove the construction core upon completion of Contractor's work. 12. With the delivery of permanent keys, deliver to the Owner one complete set of adjustment tools and one set of maintenance manuals for locksets, latchsets, closers, panic devices, and as requested by Owner. 13. Single source for items: To the maximum extent practicable, furnish similar items (such as "door butts ") only as the product of a single manufacturer. SECTION 08700 - FINISH HARDWARE - CONTINUED 14. Refer to the Hardware Schedule on the Drawings for specific hardware items and finishes. In addition to the specified items, equivalent hardware items from the following manufacturers will be accepted providing that function, quality and finish are maintained. Adams Rite Manufacturing Co. - Locksets (without cylinders), automatic bolts Baldwin Hardware Mfg. Corp. - Push and pull plates Best Lock Corp. (8K Series) - Locksets, latchsets, cylinders, deadbolts Brookline Industries, Inc. - Kickplates, push and pull plates, thresholds Dorma - Closers Glynn- Johnson Corporation - Door stops, bumpers and silencers Hager and Sons - Hinges Ives Builders Hardware - Door stops, bumpers, flush bolts LCN Closer - Door closers Norton - Door closers Stanley - Hinges Yale Security, Inc. - Door closers Von Duprin - Alarm /Exit devices 15. Provide other materials, not specifically described but required for a complete and proper installation. Match finishes of specified items. 16. Hardware and operating mechanisms shall be adjusted and lubricated as required after installation is completed to insure proper performance. 17. Completeness: While the hardware listing indicated on the Drawings and in these Specifications is intended to cover all doors of the project, and establish a type and standard of quality, it shall be the specific duty and responsibility of the finish hardware supplier to examine the Drawings and Specifications and furnish proper hardware for all door openings, whether listed or not, which may be considered reasonably incidental to the completion of the Work. 18. If there are any omissions in hardware groups, they shall be called to the attention of the Architect prior to submission of bids for instructions; otherwise, the list will be considered complete. No extras shall be allowed. SECTION 09200 - LATH AND PORTLAND CEMENT PLASTER 1. Provide Portland cement plaster, metal lath and lathing accessories as indicated on the Drawings. 2. The applicable provisions of ASTM C926, Application of Portland Cement -Based Plaster, govern the work of this Section. 3. Do not proceed with plaster mixing and /or plastering when the temperature is below 40 deg. F unless proper precautions are taken to heat materials and the substrate against which they will be placed, before during, and after installation until the plaster has cured to the point where cold weather will not affect the finished product. 4. Plastering materials: a. Portland cement: ASTM C150, Type I or II. Use only one brand throughout the Work. b. Hydrated lime: ASTM C206, Type S. c. Water: Potable, fresh from domestic source. d. Sand: ASTM C144. 5. Lath: Galvanized stucco netting with attached paper backing (Grade B) by K -Lath or Western Metal Lath. When applied on solid surfaces provide SFB self- furring lath. Provide lath in rolls. 6. Lathing accessories: Formed from minimum 26 gage hot -dip galvanized steel furnished in longest possible single length. Control joints: Western Metal Lath No. XJ 15 -3. Casing bead (J mold): Western Metal Lath NO. 66. Corner reinforcement: Western Metal Lath Stucco -Lok. Base and drip screed: Superior No. 5 or Western Metal Lath No. 7. 7. Tie -wire: 18 gage galvanized, annealed steel wire for lath -to- supports and for accessories -to -lath. P1 8. Scratch coat (by volume): 1 part Portland cement, maximum 1 part dry hydrated lime and maximum 4 parts loose sand aggregate of the total volume of cement and lime. 9. Brown coat (by volume): Same as specified for scratch coat except that sand may be increased to 4-1/2 parts of the total volume of cement and lime. 10. Finish coat (by weight) : 1 part Portland cement, not more than 1 /2 part dry hydrated lime and not more than 3 parts graded sand. 12. At control joints, cut lath but continue paper backing uninterrupted behind lath. 13. Lap paper backing over flange of plaster accessories to prevent direct contact between lath and accessories and to ensure water tightness. 14. Attach plaster accessories to metal lath with 18 gage wire tie, or nail to framing at no more than 24" o.c. using single length wherever length of run does not exceed longest standard stock length available. Miter or cope at corners with tight joints, and seal with sealant specified in Section 07900. 15. Set accessories level, plumb and true to line with a tolerance of not more than 1/8" in 10 ft. Shim as required and align joints with concealed splice or tie plates. Install corner reinforcement at all external corners. 16. At plaster terminations, provide stops where plaster termination abuts other finishes. Install a square casing bead and isolate it from contact with adjacent finishes with 1 /4" thick tape sealant specified in Section 07900. 17. Plaster type: 3 -coat work on metal lath. Minimum thickness 7/8 inch. CODE CO APi' NO 11. Install lath with long dimension at right angle to supports. Work from right to left, extend both horizontal and vertical factory flaps. Apply first course at bottom and work up. Make overlaps shingle fashion to assure waterproof joints. Stagger vertical joints. Lap joints 2" minimum. Wire tie intermediate horizontal joints at 6" o.c. maximum. Secure lath to supports at 16" o.c. 18. Scratch coat: Apply with sufficient material and pressure to form goo9 ❑d full keys, and to cover well. Minimum thickness of scratch coat shall be 3/8 inch when measured from backing to crest of scored plaster. Moist cure continuously fo9 Or a minimum of 48 hours unless covered by the brown coat before that time. 19. Brown coat: Dampen the scratch coat thoroughly and apply the brown coat approximately 3/8 inch thick. Bring to a true, even surface by floating or nodding and leave slightly rough to receive the specified finish. RECEIVED CITY OF TUKWILA NOV 16 ZOO7 PERMIT CENTER AREA: SHEET TITLE: SCALE: DATE: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO Emphasis On Excellence M Retail Engineering, Inc. 750 Broaksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 DRAWN BY: RMJ PROJECT LOCATION: REVIEWED BY: Robinson Meier huilly & Associates ww RMJ Job No.: 07186 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com EXPIRES: 12/07/09 7809 JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 REGISTERED ARCHITECT 11/09/09 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 SPECIFICATIONS SP.4 5,439 SF PROJECT NO. 0744.03 11 -12 -07 RL MW 3 2 { 1 1 { D C B A SECTION 09200 - LATH AND PORTLAND CEMENT PLASTER 20. Finish coat: Dampen brown coat thoroughly and apply finish coat in a minimum thickness of 1/8" to match existing adjacent surfaces. 21. Allowable tolerances: Maximum deviation from true planes of finish plaster shall not exceed 1/8" in 5 ft. when measured. SECTION 09210 - SPECIAL PLASTER FINISH 1. Provide ArcusStone limestone finish coat over Portland cement plaster base coats on metal p lath and lathing accessories. 2. Submit samples of all colors and finishes specified in accordance with Section 01300. 3. Refer to Section 09200 for basic plastering requirements. 4. Finish coat: ArcusStoneCoat limestone coating by ArcusStone Products Inc. prepared for the colors and application specified on the Drawings. 5. Bonding agent: ArcusBond by ArcusStone Products Inc. 6. Apply all materials plastering materials in accordance with ArcusStone requirements and printed instructions. 7. Plaster type: 3 -coat work on metal lath. Nominal thickness 1-1/8 inch. 8. Scratch coat: Refer to Section 09200. 9. Brown coat: Refer to Section 09200. 10. Finish coat: Apply ArcusStone finish coat over approved bonding agent to a mini um thickness of 3/8" to match approved samples. Apply alternating colors as indicated the Drawings with a smooth trowel finish. 11. Sealer: Apply manufacturer =s recommended sealer per approved samples. Comply with recommended curing times prior to application, 12. Cleaning: Promptly plaster spatter and droppings from ad adjacent surfaces. Repair C e g omp y rem ve o p p J p surfaces which have been stained, marred or otherwise damaged during plastering. SECTION 09250 - GYPSUM BOARD 1. Fire resistance: Comply with fire resistance ratings indicated and required by Code. Provide materials, accessories and application procedures which have been listed by UL or tested in accordance with ASTM E1 19 for the type of construction shown. 2. Reference standard: The applicable provisions of ASTM C840, Application and Finishing of Gypsum Board, govern the work of this Section unless otherwise noted. 3. Gypsum board: 5/8 inch thickness, unless noted otherwise. Provide Type X boards at fire Yp Yp rated assemblies. Use products by Genstar Building Materials Co., Goldbond Building Products, g Corprp., ypsum America or equal. U.S. Gypsum Co., Geor is Pacific omtar Gypsum 4. Toilet Rooms and Kitchen areas: Moisture resistant gypsum board complying with ASTM C630. 5. Exterior soffits: 5/8 inch thickness, unless noted otherwise, Exterior Gypsum Ceiling Board by United States Gypsum Company or approved equal. Finish joints with setting -type compound. 6. Access panels: a. Suspended gypsum board ceiling locations: Glass fiber reinforced gypsum drop -in "A- panel" access doors with concealed frame by IntexForms Inc. (408) 846 -5667. b. Other locations: Milcor DW access doors, flush panel with perimeter frame drywall bead for concealed installation. c. Size: As noted on the Drawings in gypsum board ceiling applications. All other locations as re wired by code or local building official or as shown on Drawing s. q Y g g d. Finish: Factory primed. 7. Joint tape, compound and laminating adhesive: ASTM C475, type recommended by the gypsum board manufacturer. 8. Acoustical insulation: 3" thick Thermafiber Sound Attenuation Blankets by US Gypsum Co., or equal unfaced mineral wool or glass fiber insulation of the same density. 9. Allowable tolerances: a. Do not exceed 3/16 inch in 8 ft., and 1/8 inch in 4 ft., from plumb, level and flat (all directions in sum board surfaces. gyp Do not exceed 1 /16 inch offset at joints between gypsum board panels, 10. Ceilings: Apply gypsum board with long dimension at right angles to supports, with end joints located over supports. Use maximum practical length panels to minimize end joints. Stagger end joints in alternate panels. 11. Partition /walls: Apply pp y gypsum board using floor -to- ceiling length boards (where possible) with vertical joints located over supports. Offset at least one stud on o opposite sides of partition /walls. 12. Fasten gypsum board to metal framing with screws in accordance with manufacturer's printed instructions and Code requirements, but do not exceed 12 inch on center spacing. s or required by local code. To the 13. Access Panels: Provide at locations shown on Drawings q Y greatest extent possible, coordinate other trades so as to eliminate the need for access panels g p p in suspended gypsum board ceilings. Comply with manufacturer =s printed instructions for concealed frame flush- mounted installation. 14. Insulation: Install insulation at indicated locations. Cut to fit irregular spaces, butt edges into firm contact with each other and adjoining surfaces. Hand pack around pipes, ducts, conduits, electrical boxes, etc., as required to thoroughly fill all voids. q g Y 15. Install trim in single unjointed length, unless length exceeds manufacturer's standard. Attach to gypsum board in accordance with manufacturer's printed instructions. J a. Install Type CB trim at all external corners. b. Install T Type LC trim where gypsum board edges are exposed in the finish work. Yp gYp g p 16. Reinforce joints between gypsum board panels, and interior corners and angles with tape set in joint compound. Apply skim coat over tape in one application. Where spaces greater than 1/16 inch occur between abutting gypsum board panels, prefill joints with joint compound and allow to dry before applying joint tape. 17. Joint compound: Apply 3 coats of joint compound over joints and trim, and 2 coats over screw heads. 18. Lap each coat not less than 4 inches over the preceding coat (2 inches on each edge). Width of joint compound on tapered gypsum board edges shall be not less than 12 inches; width of joint compound on square gypsum board edges not less than 18 inches. 19. Allow at least 24 hours drying time between applications of joint compound. 20. Exception: Gypsum board surfaces above finished ceilings, inside duct shafts, and other areas which will be concealed in the finish work, and in Stock Rooms and Electrical rooms, need only receive one coat of joint compound on taped joints and screw heads. SECTION 09310 - CERAMIC TILE FLOORING 1. Reference standards: The applicable provisions of the following govern the work of this Section, except as otherwise specified: ANSI A108.4, Latex - Portland Cement Mortar. ANSI A108.5, Ceramic Tile Installed With Dry-Set Portland Cement Mortar. ANSI A108.10, Installation of Grout in Tilework. 2. Owner provided porcelain tile: As noted on the drawings. 3. Marble thresholds: MIA Group A. honed marble complying with ASTM C503 for exterior use and abrasion, uniform in color. Fabricate to dimensions and profile indicated to provide a tight fit against doorjambs and a smooth transition between tile and adjoining floor surface. 4. Setting materials: Laticrete 4237 Latex Thin -Set Mortar Additive with Laticrete 211 Crete Filler Powder by Laticrete International Inc. 5. Perimeter edge angle: Zinc or stainless steel continuous edge trim with minimum 1 /8 inch visible edge. 6. Grout: Custom Building Products or Laticrete International sanded gout, color as indicated on the Drawings. 7. Crack isolation membrane: Nobleseal CIS by The Noble Company (800) 878 -5788. 8. Grout sealer: Aqua Mix penetrating sealer (310) 946 -6877, 9. Verify that surfaces to be tiled are within a tolerance of 1/8 inch in 10 feet. Fill -in, with compatible materials, or grind down bumps to achieve required tolerances. 10. Prepare substrate in accordance with TCA Handbook recommendations and ANSI A108 standards. 11. Where floor tiles are to be located, install crack isolation membrane in accordance with manufacturer =s printed instructions for crack isolation. Install sheet with NobleBond 21 in accordance with ANSI A118. Unroll sheets on bond coat to avoid trapping air below pp g membrane. 12. Install ceramic tile in accordance with the Reference Standards of this Section. 1 3. Press or beat the tiles to obtain 100% coverage of mortar on back of tile; back butter tile if necessary. 14. Terminate work neatly at obstructions, edges and corners without disrupting pattern or joint alignment. Saw -cut tiles to obtain clean, sharp, undamaged cut edges. 15. Install tile in patterns indicated with uniform joints and perimeter units not less than 1 /2 unit wide. Adjust to minimize cuffing. 16. Install edge angle at perimeter with horizontal leg secured in setting material below tile. Angle must be tight to edge of tiles, do not grout. 17. Grouting: Comply with grout manufacturer's printed instructions. Finish joints of square g� p Y g p joints edge tiles flush with tile surfaces; finish joints of cushion edge tiles to depth of cushion. Grout shall be free of voids and pits. 18. Grout Sealer: Apply immediately after grout has cured in accordance with manufacturer =s written instructions. SECTION 09510 - ACOUSTICAL CEILINGS 1. Do not install acoustical ceilings until the space to receive them has been enclosed, and is weathertight, until work above ceilings has been completed, and until ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for tern p tY Y final occupancy. 2. Acoustical units where indicated: Acoustical panels: 24" x 48" Minaboard Cortega square cut lay-in tiles by Armstrong World Industries or equal by U.S.G. or Celetex. 3. Suspension system for locations with acoustical panels: "Prelude" 15/16 inch exposed tee system by Armstrong World Industries or approved equal by Chicago Metallic. System shall have an "Medium Duty" classification complying with ASTM C635. 4. Hanger wire: Galvanized, 12 gage soft- annealed. 5. Accessories: Devices for attachment to overhead construction, secondary members, ry splines, splicers, connection slips, wall connectors, compression struts and all other devices required for complete installation. 6. Trim: Special trim as shown or required by construction, and compatible with design, appearance and durability rating of ceiling. Trim at perimeter and penetrations shall permit lateral adjustment of at least 1/2" to accommodate irregularities in vertical surfaces interrupting ceiling. 7. Finish: Exposed surfaces of metal grid and accessories: Prime and paint with a baked -on enamel finish. Color: White. 8. Codes and standards: Install materials in accordance with their manufacturer's printed instructions, ASTM C636, and to comply with governing regulations and industry standards applicable to this work. 9. Layout: Plan layout to balance border widths at opposite edges of each ceiling area. Avoid use of less than half -width units wherever possible. Comply with Architect's reflected ceiling plans. 10 Allowable tolerances: Maximum deviation from level and flat of the completed ceilings placed Y shall not exceed 1 /8" in 10 ft. when measured with a straightedge laced at any location on the ceiling; 1 /4" total deviation within any single area. 11. Acoustical units: Match tile for color and pattern by using tile from cartons in the same sequence as manufactured. 12. Scribe and cut units for accurate fit at borders and around work which penetrates ceilings. 13. Where units abut wall surfaces and rest on flange of edge molding, insert jiffy clip behind each acoustical unit. 14. Install hold -down clips at exterior doors to prevent panel uplift or flutter from air movement. SECTION 09640 - PREFINISHED WOOD FLOORING 1. Maintain temperature in spaces to receive wood flooring at approximately 70 degrees F. and a relative humidity between 35 50% for not less than 24 hours before and 48 hours after its installation. Temperature of the subfloor should be at least 60 degrees F. during installation. 2. Maintain minimum temperature of 70 degrees F. after wood flooring has been installed. 3. Wood flooring: Hartco Pattern Plus 5000, size, style and color as indicated on Drawings. 4. Adhesive: Bostik's Best Urethane Adhesive SECTION 09640 - PREFINISHED WOOD FLOORING - CONTINUED 5. Metal base: a. Material: 0.06 aluminum sheet formed over 2" plywood strips of the specified heights indicated on the Drawings. b. Finish: Architectural Class I anodic coating with color conforming to aluminum association standard AA -M12 C22 A42/44. Color as indicated on the Drawings. 6. Examine substrates for excessive moisture content and unevenness which would prevent the proper execution of the work of this Section. a. Verify moisture content as recommended by manufacturer. A moisture barrier may be required if excessive moisture is present. b. Fill cracks and grind down bumps that would adversely affect the level plane of the finished flooring. Subfloor should be level within 3/16 inch in 10 feet. 7. Remove dirt, oil, grease, or other foreign matter from surfaces to receive wood flooring. 8. Mix and apply adhesives in accordance with their manufacturer's written instructions. It is extremely important to use the recommended trowel to obtain satisfactory results. 9. Apply adhesive uniformly over backing surfaces, but only on areas which can be covered by flooring material within the recommended working time of the adhesive. 10. Install wood slats in accordance with manufacturer's printed instructions. a. Layout wood flooring to the pattern and dimensions indicated on the Drawings, b. Install units slightly snug to loose without leaving obvious cracks. c. Make sure there is at least 1 /4 inch expansion space adjacent to all vertical surfaces. 11. Installation of metal base (refer to Drawings for locations and heights): a. Mechanically fasten plywood backing to walls. b. Apply adhesive and firmly adhere prefinished metal to plywood. C. Miter all corners and match edges at joints to a hairline fit. SECTION 09650 - RESILIENT TILE FLOORING 1 • Maintain temperature in spaces to receive resilient flooring and bases between 70 degrees and 90 degrees F. for not less than 24 hours before and 48 hours after its installation. 2. Maintain minimum temperature of 60 degrees F. after resilient flooring has been installed, except as specified above. 3. Resilient flooring: Size, style and color as indicated on Drawings. 4. Base: Burke Rubber Wall Base, colors as indicated on Drawings. Base shall be cove type at resilient flooring condition and carpet base at carpet locations. 5. Edging strip: Tapered hard rubber edging strip made by the manufacturer specified for base, and of color(s) as indicated on Drawings. 6. Primer adhesive and crack filler: Type recommended by resilient materials manufacturer for the conditions of use. 7. Examine substrates for excessive moisture content and unevenness which would prevent the proper execution of the work of this Section. Fill cracks and grind down bumps that would telegraph throw h the resilient flooring. g g. 8. Remove dirt, oil, grease, or other foreign matter from surfaces to receive resilient flooring. 9. Apply adhesive uniformly over backing surfaces, but only on areas which can be covered by flooring material within the recommended working time of the adhesive. 10. Install resilient tile in accordance with manufacturer's printed instructions. 11. Match tiles for color and attern, when applicable, by using tile from cartons in the same p g sequence as manufactured and packaged. 12. Install tile working from centerlines of each room or space and work outward toward the perimeter in straight lines, parallel to room axis, except when impractical because of room shape. Do not install tile that is less than 1 /2 the width of a full size tile. 13. Fit tiles neatly and tightly into breaks and recesses, against bases, around pipes and penetrations, under metal thresholds and around permanent fixture and equipment. 14. Roll flooring into adhesive with heavy roller to eliminate air pockets and to thoroughly bond to the substrate. Take particular care to roll edges and corners thoroughly. es at joints to a hairline fit. Apply adhesive and firm! adhere to 15. Bubber Base: Match edges g J pp Y firmly wall. Do not use preformed corners. 16. Edging strip: Install at termination of floor tile where the tile is not covered by another material. Glue securely to clean, dry subfloor. Install in one piece between door jambs, and in longest possible length elsewhere. SECTION 09660 - RESILIENT SHEET FLOORING . oisture es: Prior o nsallation, conduc a RMA calcium chloride test on concrete slabs 1 Moisture Test: to installation, conduct to receive resilient sheet flooring. Maximum moisture emission level: 3 pounds of water per 1000 square feet of slab in a 24 -hour period. 2. Maintain a temperature of not less than 70 degrees F or more than 95 degrees F in spaces to p roducts for at least 48 hours before installation, during installation, and for at least 48 hours after installation. 3. Do not install flooring over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive as determined by moisture test. 4. Remove coatings, including curing compounds, and other substances that are incompatible with flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 5. Broom and vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Do not proceed with installation until unsatisfactory conditions have been corrected. 6. Apply trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates: Picini Patch PRP 110 by Mapei or equivalent. 7. Adhesives: Water- resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. 8. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edge of sheet vinyl, and in maximum available lengths to minimize running joints. 9. Cove Strip: 1- inch - radius support for integral flash cove base provided or approved by floor covering manufacturer. 10. Cove -Base Cap Strip: Square metal, vinyl, or rubber cap for integral flash cove base provided or approved by floor covering manufacturer. SECTION 09660 - RESILIENT SHEET FLOORING - CONTINUED 11. Comply with sheet vinyl floor covering manufacturer's written installation instructions. 12. Unroll sheet vinyl floor coverings and allow them to stabilize before cutting and fitting if recommended in writing by manufacturer. 13. Maintain uniformity of sheet vinyl floor covering direction with minimum number of seams and place in inconspicuous and low- traffic areas and not less than 6 inches away from parallel joints in flooring substrates. 14. Match edges of sheet vinyl floor coverings for color shading and pattern at seams according to manufacturer's written recommendations. SECTION 09900 - PAINTING 1. Paint all exposed surfaces, both new and existing, throughout the Project, except as excluded in Paragraph 4 below. 2. Surface preparation, priming and coats of paint specified are in addition to shop priming and surface treatment specified in other Sections. 3. Paint all exposed surfaces whether or not colors are designated, except where the natural finish of the material is obviously intended or s ecificall noted as a surface not to be ainted. Y specifically painted. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar materials or areas. 4. Painting not included: The following surfaces are not to be painted or their painting is included in other Sections of these Specifications: a. Shop priming of ferrous metal items included under miscellaneous metals, hollow metal work, and similar work. b. Finished (not primed) mechanical and electrical equipment including light fixtures, switchgear and distribution cabinets. c. Factory finished items such as (but not limited to) finish hardware and storefront. d. Finished metal surfaces such as anodized aluminum, stainless steel, chromium plating, copper, bronze, brass and similar finished materials will not require finish painting. e. Painting is not required on walls or ceilings in concealed and inaccessible areas, such as furred areas and pipe spaces. f. Operating parts and labels: 5. Environmental requirements: Comply with manufacturer's recommendations for environmental conditions regarding paint application. Do not apply finish in areas where dust is being generated. 6. Quality and manufacture: Use best quality grade regularly manufactured by one of the manufacturers listed below. Insofar as practicable each paint shall be factory mixed to match approved samples and colors, and be of a consistency permitting immediate application. ICI Paint Co. Frazee Paint Co. O'Brien Corp. Dunn - Edwards Corp. Sherwin Williams Co. 7. Paint compatibility: Provide finish coats compatible with the prime coats used. Review other Sections of these Specifications in which prime coats are specified and be responsible for the compatibility of the total coating system. 8. Products of more than one approved �� pproved manufacturer may be used, except that -� � F Y p� , - applied on a surface shall be by the same manufacturer. \ CODE CO - O 9. Prepare surfaces to receive the specified finishes in accordance with the paint " manufacturer's printed instructions and established industry standards. `''' ' L 10. Remove all hardware, hardware accessories, machined surfaces, plates, lighting- fixt "a REGISTERED and similar items in place and not to be painted, or provide surface applied prote 1 p to r , �. surface preparation and painting. Following completion of painting each space or area; `_ " ARCHITECT reinstall the removed item by workmen skilled in the trades involved. 11. Apply paint only under conditions that will insure finishes free from blemishes and defects. Make finish coats smooth, free of brush marks, streaks, laps or skipped and missed areas. Leave all corners with no undue amount of paint buildup. 12. Primer and intermediate coats shall be unscarred and completely integral when succeeding coats are applied. Sand and dust between each coat to remove defects visible from a distance of 5 feet. 13. Remove paint spillage and spatters on adjacent surfaces so as not to damage the surface being cleaned. Perform all patching and repairs required because of painting operations. Refinish entire panel or assembly where portion of finish has been damaged or is not p Y p g acceptable to the Owner. 14. Paint interior surfaces of ducts with a flat non- specular black paint where visible through registers and grilles. g g 15. The number of coats specified is the minimum required for complete coverage and uniformity of color. Apply additional coats when undercoats, stains, or other conditions show through the final finish the finish is of uniform color and appearance. g 16. Completely cover surfaces to be painted to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Painted surfaces with cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other imperfections will not be acceptable. 17. To establish a standard of quality, the products of ICI Paint Co. are specified below unless otherwise noted; numbers used to identify paint is for white color, same material shall be in p color(s) selected. This shall not preclude the Contractor from using paint made by any of the manufacturers listed in Paragraph 6 of this Section. Exterior surfaces: Shop primed, galvanized and ferrous metal, and aluminum: First coat: ICI Devoe Coating #205 Devran Second coat: ICI Devoe Coating #379 Devthane Concrete, masonry and cement plaster : First coat: ICI #SA18 Epoprime +� Second coat: ICI #2200 Decra- Shield Interior surfaces: Ferrous metal and aluminum to receive a flat finish: First coat: ICI Devoe Coating #205 Devran Second coat: ICI #1201 Dulux Ultra Velvet Sheen Masonry to receive a semi -gloss finish: First coat: ICI #3210 Gripper Second coat: ICI # 1407 Dulux Ultra Semi-gloss RECEIVED CITY 1 TUKWILA NOV 1 6 Z067 PERMIT CENTER S E P H 0 R A FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 T le 41 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com - M Retail EX Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 FAX 614.818.2337 Structural Engineers Robinson 103 Linden Avenue Meier So. San Francisco, CA 94080 luilly & Associates Tel: 650.871.2282 www.rmjse.com Fax 650.871.2459 RMJ Job No.: 07186 - , -- EXPIRES: 12/07/09 \ JONANANTSAO STATE OF WASHINGTON j 11/09/0; � 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27-07 CLIENT /PRELIM. LL REVIEW RL MW 0 DATE ISSUE DESCRIPTION BY CHECK PROJECT LOCATION: SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 981 18 AREA: 5,439 SF SHEET TITLE: SPECIFICATIONS PROJECT NO. 0744.03 SCALE: DATE: 11 -12 -07 DRAWN BY: RL REVIEWED BY: MW SHEET NO. SP•5 5 4 3 2 1 D C B A 5 5 4 4 3 SECTION 09900 - PAINTING - CONTINUED Gypsum board to receive a flat finish: First coat: ICI # 1030 Ultra -Hide PVA Sealer Second coat: ICI #1201 Dulux Ultra Velvet Sheen Gypsum board to receive an satin finish: First coat: ICI #1030 Ultra -Hide PVA Sealer Second coat: ICI # 1403 Dulux Ultra Satin Gypsum board to receive a semi -gloss finish: First coat: ICI # 1030 Ultra -Hide PVA Sealer Second coat: ICI #1407 Dulux Ultra Semi -gloss h. Wood and Hardboard: First coat: ICI #3210 Gripper Second coat: ICI #1407 Dulux Ultra Semi -gloss SECTION 09980 - FRP WALL PANELS 1. Provide fiberglass reinforced plastic panels and related trim.. 2. FRP Panels: Kemlite Glasbord -P with surfaseal; .09" (2.3 mm) thick; 4' x 8' and 4' x 10' panels; embossed; color #85 white, or equal by Marlite. 3. Moldings: Division Bars, inside corners, top and bottom edge caps, PVC in matching white color. 4. Adhesive: #1160 FRP adhesive. 5. Inspect surfaces to receive FRP covering and make sure that conditions detrimental to its proper and timely installation are corrected before proceeding with installation. Do not install if the substrate has more than a 4 percent moisture content when measured with a moisture meter. 6. Hardware: Remove hardware, accessories, plates, and similar items to allow FRP to be installed. Replace these items upon completion of each space. 7. Cutting: Do all cutting with carbide tipped saw blades or drill bits, or cut with snips. 8. Follow manufacturer's directions and the recommended gap for panel field and corner joints. 9. Examine each seam carefully when completed. Seams shall be vertical and perpendicular to the floor. SECTION 10400 - IDENTIFYING DEVICES 1. Provide coordination and backing for signage provided by Owner vendor. 2. Provide interior signage as indicated on the Drawings and specified herein. 3. Storefront and /or street frontage signage will be provided and installed by Owner Vendor. Provide backing, access and power as indicated on the Drawings. 4. Rear entry door identification will be provided and installed by Owner Vendor. Coordinate application and Landlord requirements. Refer to door schedule on drawings. 5. Exterior Entrance Doors: a. Provide and install die -cut pressure sensitive vinyl International Symbol of Accessibility by Physically Handicapped /Disabled Person. Provide one (1) symbol mounted on inside of glass as indicated on the Drawings. b. Color: White graphics on clear background or white graphics on black background. 6. Restrooms: a. Install signage at restroom doors, as manufactured by Best Sign Systems, model Series HC200. Provide raised braille lettering. Comply with the Disabled Access requirements of the applicable Building Code, all local and state codes and Americans with Disabilities Act (ADA). b. Color: White graphics on black background. 7. Provide other identifying devices required by local Codes or jurisdiction at no additional cost to the Owner. 8. Install signage level, plumb and at height indicated, with sign surfaces free from distortion and other defects. 9. Mount using standard fastening methods recommended by manufacturer. Provide heavy weight paper template to establish spacing and to locate holes for fasteners. SECTION 10800 - TOILET ROOM ACCESSORIES 1. Manufacturers: The Drawings and these Specifications are based on accessories made by Bradley Corp. This is to establish the standard of quality, function and design required for the Project. Equivalent products by Accessory Specialities, Inc., Bobrick Washroom Equipment, Inc. and McKinney /Kidde, Inc. are acceptable. 2. Uniformity: All toilet room accessories installed on the Project shall be products of one manufacturer, except as noted. 3. Installation shall comply with the Disabled Access requirements of the applicable Building Code, all local and state codes and Americans with Disabilities Act (ADA). 4. Comply with the applicable requirements of Section 01600. Keep protective covers on accessories until their installation is complete, then remove at final clean -up. 5. Finish: Exposed surfaces shall have AISI No. 4 finish, except where a knurled surface is specified for grab bars. 6. Check openings and supports to receive accessories and make sure that unsuitable conditions that would effect quality and execution of this work are corrected before proceeding with installation. 7. Coordinate installation with other toilet room accessories for proper installation and function. 8. Drill holes to correct size and location. Install accessories plumb. level and at the specified heights. 9. Attach accessories with screws or bolts to steel studs or backing plates. Do not use molly or toggle bolts in gypsumboard. 10. Adjust accessories for proper operation. After completion of installation, clean and polish exposed surfaces after removal of protective coverings. 11. Deliver keys and instruction sheets to Owner. \coo e't o wvOc e ‘ goao 1)()03664 RECEIVED CI1N OF TUKWILA NOV 1 6 ZOU 1 PERMIT CENTER SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.corn RMJ Job No.: 07186 V' PROJECT LOCATION: S AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M• Retail Engineering, Inc. EXPIRES: 12/07/09 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 11/09/0; SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 98118 SPECIFICATIONS SP.6 5,439 SF PROJECT NO. 0744.03 11 -12 -07 RL MW 3 2 2 1 1 D C B A / \ 1 1 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08 -07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW Q DATE ISSUE DESCRIPTION BY CHECK 5 5 4 4 3 SECTION 09900 - PAINTING - CONTINUED Gypsum board to receive a flat finish: First coat: ICI # 1030 Ultra -Hide PVA Sealer Second coat: ICI #1201 Dulux Ultra Velvet Sheen Gypsum board to receive an satin finish: First coat: ICI #1030 Ultra -Hide PVA Sealer Second coat: ICI # 1403 Dulux Ultra Satin Gypsum board to receive a semi -gloss finish: First coat: ICI # 1030 Ultra -Hide PVA Sealer Second coat: ICI #1407 Dulux Ultra Semi -gloss h. Wood and Hardboard: First coat: ICI #3210 Gripper Second coat: ICI #1407 Dulux Ultra Semi -gloss SECTION 09980 - FRP WALL PANELS 1. Provide fiberglass reinforced plastic panels and related trim.. 2. FRP Panels: Kemlite Glasbord -P with surfaseal; .09" (2.3 mm) thick; 4' x 8' and 4' x 10' panels; embossed; color #85 white, or equal by Marlite. 3. Moldings: Division Bars, inside corners, top and bottom edge caps, PVC in matching white color. 4. Adhesive: #1160 FRP adhesive. 5. Inspect surfaces to receive FRP covering and make sure that conditions detrimental to its proper and timely installation are corrected before proceeding with installation. Do not install if the substrate has more than a 4 percent moisture content when measured with a moisture meter. 6. Hardware: Remove hardware, accessories, plates, and similar items to allow FRP to be installed. Replace these items upon completion of each space. 7. Cutting: Do all cutting with carbide tipped saw blades or drill bits, or cut with snips. 8. Follow manufacturer's directions and the recommended gap for panel field and corner joints. 9. Examine each seam carefully when completed. Seams shall be vertical and perpendicular to the floor. SECTION 10400 - IDENTIFYING DEVICES 1. Provide coordination and backing for signage provided by Owner vendor. 2. Provide interior signage as indicated on the Drawings and specified herein. 3. Storefront and /or street frontage signage will be provided and installed by Owner Vendor. Provide backing, access and power as indicated on the Drawings. 4. Rear entry door identification will be provided and installed by Owner Vendor. Coordinate application and Landlord requirements. Refer to door schedule on drawings. 5. Exterior Entrance Doors: a. Provide and install die -cut pressure sensitive vinyl International Symbol of Accessibility by Physically Handicapped /Disabled Person. Provide one (1) symbol mounted on inside of glass as indicated on the Drawings. b. Color: White graphics on clear background or white graphics on black background. 6. Restrooms: a. Install signage at restroom doors, as manufactured by Best Sign Systems, model Series HC200. Provide raised braille lettering. Comply with the Disabled Access requirements of the applicable Building Code, all local and state codes and Americans with Disabilities Act (ADA). b. Color: White graphics on black background. 7. Provide other identifying devices required by local Codes or jurisdiction at no additional cost to the Owner. 8. Install signage level, plumb and at height indicated, with sign surfaces free from distortion and other defects. 9. Mount using standard fastening methods recommended by manufacturer. Provide heavy weight paper template to establish spacing and to locate holes for fasteners. SECTION 10800 - TOILET ROOM ACCESSORIES 1. Manufacturers: The Drawings and these Specifications are based on accessories made by Bradley Corp. This is to establish the standard of quality, function and design required for the Project. Equivalent products by Accessory Specialities, Inc., Bobrick Washroom Equipment, Inc. and McKinney /Kidde, Inc. are acceptable. 2. Uniformity: All toilet room accessories installed on the Project shall be products of one manufacturer, except as noted. 3. Installation shall comply with the Disabled Access requirements of the applicable Building Code, all local and state codes and Americans with Disabilities Act (ADA). 4. Comply with the applicable requirements of Section 01600. Keep protective covers on accessories until their installation is complete, then remove at final clean -up. 5. Finish: Exposed surfaces shall have AISI No. 4 finish, except where a knurled surface is specified for grab bars. 6. Check openings and supports to receive accessories and make sure that unsuitable conditions that would effect quality and execution of this work are corrected before proceeding with installation. 7. Coordinate installation with other toilet room accessories for proper installation and function. 8. Drill holes to correct size and location. Install accessories plumb. level and at the specified heights. 9. Attach accessories with screws or bolts to steel studs or backing plates. Do not use molly or toggle bolts in gypsumboard. 10. Adjust accessories for proper operation. After completion of installation, clean and polish exposed surfaces after removal of protective coverings. 11. Deliver keys and instruction sheets to Owner. \coo e't o wvOc e ‘ goao 1)()03664 RECEIVED CI1N OF TUKWILA NOV 1 6 ZOU 1 PERMIT CENTER SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juilly & Associates www.rmjse.corn RMJ Job No.: 07186 V' PROJECT LOCATION: S AREA: SHEET TITLE: SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M• Retail Engineering, Inc. EXPIRES: 12/07/09 REGISTERED ARCHITECT JONATHAN TSAO STATE OF WASHINGTON Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax 650.871.2459 11/09/0; SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1 120 TUKWILA, WA 98118 SPECIFICATIONS SP.6 5,439 SF PROJECT NO. 0744.03 11 -12 -07 RL MW 3 2 2 1 1 D C B A D C B A 5 4 3 2 1 L FASTENERS GENERAL NOTES DESIGN Design conforms to 2003/2006 International Building Code. Dimensions refer to rough concrete surfaces, face of studs, face of concrete block, top of sheathing, or top of slab, unless otherwise indicated. Typical Details and notes on these sheets shall apply unless specifically shown or noted otherwise. Construction details not fully shown or noted shall be similar to details for similar conditions. All work and construction shall comply with all applicable building codes, regulations, and safety requirements. Discrepancies: The Contractor shall inform the Architect in writing, during the bidding period, of any discrepancies or omissions noted on the drawings or in the specifications, or of any variations needed in order to conform to codes, rules, and regulations. Upon receipt of such information, the Architect will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the Contractor, and work shall be performed in a manner as directed by the Architect. Shoring: It shall be the Contractor's sole responsibility to design and provide adequate shoring, bracing, and formwork, etc., as required to hold the various elements in place until final support is securely anchored, and for the protection of life and property during the construction of this building. Other Trades: See architectural, electrical, and mechanical drawings for size and location of pipe, vent, duct and other openings, and details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. Welding shall be performed by welders certified for the welds to be made. Shop Drawings shall be submitted to Architect for review, where noted. Engineer will review 1 reproducible copy and 2 prints. EXISTING CONSTRUCTION Existing construction shown on the drawings was obtained from field surveys by others. The Contractor shall verify all existing conditions and shall notify the Architect of all exceptions before proceeding with the work. The removal, cutting, drilling, etc. of existing work shall be performed with great care and small tools in order not to jeopardize the structural integrity of the building. If structural members, not indicated for removal, interfere with the new work, the Structural Engineer shall be notified immediately and approval obtained before removal of the existing members. The Contractor shall safely shore existing construction wherever existing supports are removed to allow installation of the new work. The existing construction shall be connected and /or embedded into the new construction as shown or specified. STRUCTURAL STEEL AND MISCELLANEOUS IRON Structural Steel and Miscellaneous Iron shall be fabricated & erected according to the American Institute of Steel Construction's "Specifications for Structural Steel Buildings," latest edition and the "Code for Standard Practice for Steel Buildings and Bridges," latest edition. Unless otherwise noted, rolled wide flange steel shall conform to ASTM Specification A992. Other rolled shapes shall conform to A572 Grade 50. Steel pipe columns shall conform to ASTM A53 Grade B (Fy= 35 ksi). Structural tubing shall conform to ASTM A500 Grade B. Plates and bars shall conform to ASTM A36 or A572 Grade 50. Use bars in lieu of plates wherever practical or called for on plans. All welded connections shall be welded according to the American Welding Society's AWS D1.1 "Structural Welding Code — Steel," latest edition. All welds shall be made with low— hydrogen electrodes using matching filler metals. Submit a written Welding Procedure Specification (WPS) for all welds directly to the Structural Engineer and Testing Agency for review per AWS D1.1. The testing agency shall send copies of all structural testing and inspection reports directly to the Structural Engineer. Erection clips, temporary bracing, etc. required by the contractor are not shown. LIGHT STEEL STRUCTURAL FRAMING Light gauge steel members shall be the types indicated on the drawings, as manufactured by a member of Steel Stud Manufacturer's Association, under ICC ER- 4943P. Other suppliers having current ICC Research Reports, with properties of steel members equal to or greater than those in ICC ER-4943P, may be used with prior written approval from the Structural Engineer. Material for steel members, including special shapes, angles, etc. shall have minimum Fy = 33,000 psi for 43 mils (18 gauge) and lighter and Fy = 50,000 psi for 54 mils (16 gauge) and greater. Members may be galvanized (G60 coating) or shop painted. See /' . Sheet Metal Screws (S.M.S.) — See #10 — Wafer Head. Use Hex Washer Head only where architectural finish will allow it. Low Velocity Drive Pins Hilti X —DNI fasteners, types as indicated per ICC ER -2388 or by manufacturer having current ICC Reserch Report with values (in shear and tension) equal or greater. Wedge Anchors Hilti Kwik Bolt —TZ Concrete Anchor, types as indicated per ICC ER -4627 or by manufacturer having current ICC Research Report with values (in shear and tension) equal or greater and approved for cracked concrete NO SCALE FULL. HEIGHT BUILT —UP BOX COLUMN, SEE & 1/4"= 1' —0" FULL HEIGHT BUILT—UP BOX COLUMN, SEE & FULL HEIGHT BUILT —UP BOX COLUMN, L i 4 SEE FUL1. HEIGHT BUILT —UP BOX COLUMN, SEE & 3/4" MIN. 1111111`. #10 S.M.S. HEX WASHER HEAD (E) DEMISING WALL PARTIAL HEIGHT BUILT—UP BOX COLUMN, SEE 3/4 I"IIN. #10 S.M.S. WAFER HEAD PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE STOREFRONT FLOOR PLAN PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE SHEET METAL SCREWS (S.M.S. P A 11111 -Ii.•••. J3 / NO SCALE (E) DEMISING WALL (E) DEMISING WALL STOREFRONT SOFFIT FRAMING PLAN Ct. REFER TO SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) "PRODUCT TECHNICAL INFORMATION" CATALOGUE, AND ICC ER- 4943P. (www.ssma.com). 362S200-54 IS A 3 5/8" DEEP BY 2" FLANGE C –STUD AND THE MATERIAL THICKNESS IS 54 MILS. S = STUD OR JOIST SECTIONS, CEE SHAPE: T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS . MIN. THICKNESS (MILS) GAUGE NO. II 18 25 27 22 30 20 – DRY WALL 33 20 – STRUCTURAL 43 18 54 16 68 14 97 12 —2 -8005 162 --54 BUILT –UP BOX BEAM, SEE STEEL STUD NOTES 2- 8005162 -54 BUILT —UP BOX BEAM, SEE 2- 8005162 -54 BUILT —UP BOX BEAM, SEE r 9 :, - 6 - itIL?\_‘IN\v , - 7 ; ',, V k C� s oV ACN • - )bl38o RECEIVED CITY OF TUKWILA NOV 16 2007 PERMIT CENTER AREA: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DesignGroup Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juiily & Associates www.rmjse.com RMJ Job No.: 07157 PROJECT LOCATION: 4 1 7 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com I EXPIRES 04-17 -2008 1 Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SHEET TITLE: PLANS, GENERAL NOTES and STANDARD DETAILS tveft SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED S1 -0 11 -12 -07 PBG JEH / i \ / 11 -12 -07 CITY COMMENTS RE- SUBMCITAL RL MW 10 -08-07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW A DATE ISSUE DESCRIPTION BY CHECK D C B A 5 4 3 2 1 L FASTENERS GENERAL NOTES DESIGN Design conforms to 2003/2006 International Building Code. Dimensions refer to rough concrete surfaces, face of studs, face of concrete block, top of sheathing, or top of slab, unless otherwise indicated. Typical Details and notes on these sheets shall apply unless specifically shown or noted otherwise. Construction details not fully shown or noted shall be similar to details for similar conditions. All work and construction shall comply with all applicable building codes, regulations, and safety requirements. Discrepancies: The Contractor shall inform the Architect in writing, during the bidding period, of any discrepancies or omissions noted on the drawings or in the specifications, or of any variations needed in order to conform to codes, rules, and regulations. Upon receipt of such information, the Architect will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the Contractor, and work shall be performed in a manner as directed by the Architect. Shoring: It shall be the Contractor's sole responsibility to design and provide adequate shoring, bracing, and formwork, etc., as required to hold the various elements in place until final support is securely anchored, and for the protection of life and property during the construction of this building. Other Trades: See architectural, electrical, and mechanical drawings for size and location of pipe, vent, duct and other openings, and details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. Welding shall be performed by welders certified for the welds to be made. Shop Drawings shall be submitted to Architect for review, where noted. Engineer will review 1 reproducible copy and 2 prints. EXISTING CONSTRUCTION Existing construction shown on the drawings was obtained from field surveys by others. The Contractor shall verify all existing conditions and shall notify the Architect of all exceptions before proceeding with the work. The removal, cutting, drilling, etc. of existing work shall be performed with great care and small tools in order not to jeopardize the structural integrity of the building. If structural members, not indicated for removal, interfere with the new work, the Structural Engineer shall be notified immediately and approval obtained before removal of the existing members. The Contractor shall safely shore existing construction wherever existing supports are removed to allow installation of the new work. The existing construction shall be connected and /or embedded into the new construction as shown or specified. STRUCTURAL STEEL AND MISCELLANEOUS IRON Structural Steel and Miscellaneous Iron shall be fabricated & erected according to the American Institute of Steel Construction's "Specifications for Structural Steel Buildings," latest edition and the "Code for Standard Practice for Steel Buildings and Bridges," latest edition. Unless otherwise noted, rolled wide flange steel shall conform to ASTM Specification A992. Other rolled shapes shall conform to A572 Grade 50. Steel pipe columns shall conform to ASTM A53 Grade B (Fy= 35 ksi). Structural tubing shall conform to ASTM A500 Grade B. Plates and bars shall conform to ASTM A36 or A572 Grade 50. Use bars in lieu of plates wherever practical or called for on plans. All welded connections shall be welded according to the American Welding Society's AWS D1.1 "Structural Welding Code — Steel," latest edition. All welds shall be made with low— hydrogen electrodes using matching filler metals. Submit a written Welding Procedure Specification (WPS) for all welds directly to the Structural Engineer and Testing Agency for review per AWS D1.1. The testing agency shall send copies of all structural testing and inspection reports directly to the Structural Engineer. Erection clips, temporary bracing, etc. required by the contractor are not shown. LIGHT STEEL STRUCTURAL FRAMING Light gauge steel members shall be the types indicated on the drawings, as manufactured by a member of Steel Stud Manufacturer's Association, under ICC ER- 4943P. Other suppliers having current ICC Research Reports, with properties of steel members equal to or greater than those in ICC ER-4943P, may be used with prior written approval from the Structural Engineer. Material for steel members, including special shapes, angles, etc. shall have minimum Fy = 33,000 psi for 43 mils (18 gauge) and lighter and Fy = 50,000 psi for 54 mils (16 gauge) and greater. Members may be galvanized (G60 coating) or shop painted. See /' . Sheet Metal Screws (S.M.S.) — See #10 — Wafer Head. Use Hex Washer Head only where architectural finish will allow it. Low Velocity Drive Pins Hilti X —DNI fasteners, types as indicated per ICC ER -2388 or by manufacturer having current ICC Reserch Report with values (in shear and tension) equal or greater. Wedge Anchors Hilti Kwik Bolt —TZ Concrete Anchor, types as indicated per ICC ER -4627 or by manufacturer having current ICC Research Report with values (in shear and tension) equal or greater and approved for cracked concrete NO SCALE FULL. HEIGHT BUILT —UP BOX COLUMN, SEE & 1/4"= 1' —0" FULL HEIGHT BUILT—UP BOX COLUMN, SEE & FULL HEIGHT BUILT —UP BOX COLUMN, L i 4 SEE FUL1. HEIGHT BUILT —UP BOX COLUMN, SEE & 3/4" MIN. 1111111`. #10 S.M.S. HEX WASHER HEAD (E) DEMISING WALL PARTIAL HEIGHT BUILT—UP BOX COLUMN, SEE 3/4 I"IIN. #10 S.M.S. WAFER HEAD PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE STOREFRONT FLOOR PLAN PARTIAL HEIGHT BUILT —UP BOX COLUMN, SEE SHEET METAL SCREWS (S.M.S. P A 11111 -Ii.•••. J3 / NO SCALE (E) DEMISING WALL (E) DEMISING WALL STOREFRONT SOFFIT FRAMING PLAN Ct. REFER TO SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) "PRODUCT TECHNICAL INFORMATION" CATALOGUE, AND ICC ER- 4943P. (www.ssma.com). 362S200-54 IS A 3 5/8" DEEP BY 2" FLANGE C –STUD AND THE MATERIAL THICKNESS IS 54 MILS. S = STUD OR JOIST SECTIONS, CEE SHAPE: T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS . MIN. THICKNESS (MILS) GAUGE NO. II 18 25 27 22 30 20 – DRY WALL 33 20 – STRUCTURAL 43 18 54 16 68 14 97 12 —2 -8005 162 --54 BUILT –UP BOX BEAM, SEE STEEL STUD NOTES 2- 8005162 -54 BUILT —UP BOX BEAM, SEE 2- 8005162 -54 BUILT —UP BOX BEAM, SEE r 9 :, - 6 - itIL?\_‘IN\v , - 7 ; ',, V k C� s oV ACN • - )bl38o RECEIVED CITY OF TUKWILA NOV 16 2007 PERMIT CENTER AREA: DATE: DRAWN BY: REVIEWED BY: SHEET NO. SEPHORA FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DesignGroup Emphasis On Excellence M • Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 RMJ Robinson Meier Juiily & Associates www.rmjse.com RMJ Job No.: 07157 PROJECT LOCATION: 4 1 7 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com I EXPIRES 04-17 -2008 1 Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SHEET TITLE: PLANS, GENERAL NOTES and STANDARD DETAILS tveft SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED S1 -0 11 -12 -07 PBG JEH STOP TRACKS OF- BUILT-UP COLUMN SHORT OF BOTTOM TRACK 1 / 2 " MAXIMU ISOMETRIC G0013 FOR BUILT -UP COLUMN, SEE , 362T150 -33 TRACK w/ 3 -HILTI 0.145" DIA. FASTENERS TO CONC. COPE FLANGES EA. END. WEB PROTRUDES 2 EA. END SUSPENDED CEIUNG, S.A.D. CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. ® 1 6 "o.c. TO STUD, TYP. — FOR BUILT -UP COLUMN, SEE BUILT -UP BEAM w/ 2- 362T150 -33 TRACKS, SEE PLAN FOR STUD SIZES STUDS FOR BUILT -UP BEAMS SHALL HAVE 1 WIDE FLANGES, TYPICAL' NOTE: ALL METAL STUDS SHALL BE 362S162 --33 WITH 4 - #10 S.M.S. AT LAPS, U.O.N. SECTION AT ENTRY SECTION 3/4".v-0" ISOMETRIC CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. Cc? 16 9 o.c. TO STUD, TYP. BUILT -UP - BOX BEAM, SEE PLAN PIECE OF 362T150 -33 TRACK AT TOP OF PARTIAL HEIGHT POST, TYP. w/ 2 -- #1O S.M.S. EA SIDE. FOR TOP OF FULL HEIGHT POST CONNECTION, SEE �� 4 "x4 "xO' -3 LONG x16 GA. ANGLE WITH 4- #10 S.M.S. TO BM. AND 4 - #10 S.M.S. TO COLUMN 4 "x8 "x 16 GA. PLATE WITH 4 - #10 S.M.S. TO BEAM AND 4 - #1O S.M.S. TO COLUMN, EACH SIDE (OPPOSITE SIDE NOT SHOWN FOR CLARITY) 4 "x4 "x0' -3 LONG x16 GA. ANGLE WITH 4 - #10 S.M.S. TO BM. AND 4 - #10 S.M.S. TO COLUMN 18' -0" BOT. OF DECK BULKHEAD BY LANDLORD FINISH, S.A.D. — ADD FILLER AS REQUIRED FOR FINISH CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. @ 16"o.c. TO STUD, TYP. 10' -0" BOT. OF MULLION H ------- LEASELINE, S.A.D. COLUMN HEIGHT STUDS TRACKS 15' MAX. (PARTIAL) 2- 362S162 -33 2- 362T150 -33 25' MAX. (FULL) 2- 3625162 -54 2-362T150-54 ■ ■ ■ I ■ ■ TYPICAL BUILT —UP COLUMN ISOMETRIC e) 2 -STUDS WITH TRACK EACH SIDE, TYPICAL AT BUILT -UP COLUMN, SEE TABLE 16 - #10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYPICAL AT BUILT -UP COLUMN (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8-- #10 S.M.S. at 12 "o.c., TYPICAL AT BUILT --UP COLUMN (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 3625162 -33 DIAG. BRACE (I 48 "o.c. SEE IT\ CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. ® 1 6 "o.c. TO STUD, TYP. — CONT. 362T150 -33 w / #10 S.M.S., EA. STUD, EA. FLG. -� SUSPENDED CEILING, S.A.D. TWO CONT. STUDS w/ CONT. TRACK T &B, SEE PLAN - NOTE: ALL METAL STUDS SHALL BE 3625162 -33 WITH 4 - #10 S.M.S. AT LAPS, U.O.N. TYPICAL BUILT —UP BEAM ISOMETRIC N.T.S. G0017 BUILT -UP BOX BEAM, SEE PLAN • 16 - #10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYP. AT BUILT -UP BEAM (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8 #10 S.M.S. at 12 "o.c., TYP. AT BUILT --UP BEAM (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 18' -0" BOT. OF DECK BULKHEAD BY LANDLORD STOREFRONT ENTRY GLAZING, S.A.D. 10' -0" BOT. OF MULLION LEASEUNE, S.A.D. 160a. BENT PLATE - x4"x4"xO'-8" LONG w/2- 0.145 "OP P.D.P. TO (E) CONC. SLAB FOR CONNECTION BELOW DETAIL (E) 2nd FLOOR CONC. SLAB OVER METAL DECK RECEIVED CITY OF TUKWILA NOV 1 s zoo? PERMIT CENTER D 5 4 4 3 2 1 1 AREA: SHEET TITLE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DesegnGroup RMJ Robinson Meier Juilly & Associates w RMJ Job No.: 07157 PROJECT LOCATION: 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 1EXPIRES 04 -17 -2008 1 DETAILS and SECTIONS Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED S2.0 11 -12 -07 PBG JEH A 11 -12 -07 CITY COMMENTS RE- SUBMITTAL RL MW 10 -08-07 ISSUE FOR PERMIT RL MW 07 -27 -07 CLIENT /PRELIM. LL REVIEW RL MW L: DATE ISSUE DESCRIPTION BY CHECK STOP TRACKS OF- BUILT-UP COLUMN SHORT OF BOTTOM TRACK 1 / 2 " MAXIMU ISOMETRIC G0013 FOR BUILT -UP COLUMN, SEE , 362T150 -33 TRACK w/ 3 -HILTI 0.145" DIA. FASTENERS TO CONC. COPE FLANGES EA. END. WEB PROTRUDES 2 EA. END SUSPENDED CEIUNG, S.A.D. CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. ® 1 6 "o.c. TO STUD, TYP. — FOR BUILT -UP COLUMN, SEE BUILT -UP BEAM w/ 2- 362T150 -33 TRACKS, SEE PLAN FOR STUD SIZES STUDS FOR BUILT -UP BEAMS SHALL HAVE 1 WIDE FLANGES, TYPICAL' NOTE: ALL METAL STUDS SHALL BE 362S162 --33 WITH 4 - #10 S.M.S. AT LAPS, U.O.N. SECTION AT ENTRY SECTION 3/4".v-0" ISOMETRIC CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. Cc? 16 9 o.c. TO STUD, TYP. BUILT -UP - BOX BEAM, SEE PLAN PIECE OF 362T150 -33 TRACK AT TOP OF PARTIAL HEIGHT POST, TYP. w/ 2 -- #1O S.M.S. EA SIDE. FOR TOP OF FULL HEIGHT POST CONNECTION, SEE �� 4 "x4 "xO' -3 LONG x16 GA. ANGLE WITH 4- #10 S.M.S. TO BM. AND 4 - #10 S.M.S. TO COLUMN 4 "x8 "x 16 GA. PLATE WITH 4 - #10 S.M.S. TO BEAM AND 4 - #1O S.M.S. TO COLUMN, EACH SIDE (OPPOSITE SIDE NOT SHOWN FOR CLARITY) 4 "x4 "x0' -3 LONG x16 GA. ANGLE WITH 4 - #10 S.M.S. TO BM. AND 4 - #10 S.M.S. TO COLUMN 18' -0" BOT. OF DECK BULKHEAD BY LANDLORD FINISH, S.A.D. — ADD FILLER AS REQUIRED FOR FINISH CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. @ 16"o.c. TO STUD, TYP. 10' -0" BOT. OF MULLION H ------- LEASELINE, S.A.D. COLUMN HEIGHT STUDS TRACKS 15' MAX. (PARTIAL) 2- 362S162 -33 2- 362T150 -33 25' MAX. (FULL) 2- 3625162 -54 2-362T150-54 ■ ■ ■ I ■ ■ TYPICAL BUILT —UP COLUMN ISOMETRIC e) 2 -STUDS WITH TRACK EACH SIDE, TYPICAL AT BUILT -UP COLUMN, SEE TABLE 16 - #10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYPICAL AT BUILT -UP COLUMN (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8-- #10 S.M.S. at 12 "o.c., TYPICAL AT BUILT --UP COLUMN (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 3625162 -33 DIAG. BRACE (I 48 "o.c. SEE IT\ CONT. 20GA.x2x2 BENT PLATE w / #10 S.M.S. ® 1 6 "o.c. TO STUD, TYP. — CONT. 362T150 -33 w / #10 S.M.S., EA. STUD, EA. FLG. -� SUSPENDED CEILING, S.A.D. TWO CONT. STUDS w/ CONT. TRACK T &B, SEE PLAN - NOTE: ALL METAL STUDS SHALL BE 3625162 -33 WITH 4 - #10 S.M.S. AT LAPS, U.O.N. TYPICAL BUILT —UP BEAM ISOMETRIC N.T.S. G0017 BUILT -UP BOX BEAM, SEE PLAN • 16 - #10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYP. AT BUILT -UP BEAM (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8 #10 S.M.S. at 12 "o.c., TYP. AT BUILT --UP BEAM (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 18' -0" BOT. OF DECK BULKHEAD BY LANDLORD STOREFRONT ENTRY GLAZING, S.A.D. 10' -0" BOT. OF MULLION LEASEUNE, S.A.D. 160a. BENT PLATE - x4"x4"xO'-8" LONG w/2- 0.145 "OP P.D.P. TO (E) CONC. SLAB FOR CONNECTION BELOW DETAIL (E) 2nd FLOOR CONC. SLAB OVER METAL DECK RECEIVED CITY OF TUKWILA NOV 1 s zoo? PERMIT CENTER D 5 4 4 3 2 1 1 AREA: SHEET TITLE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. FIRST MARKET TOWER 525 MARKET STREET, 11TH FLOOR SAN FRANCISCO, CA 94105 TSAO DesegnGroup RMJ Robinson Meier Juilly & Associates w RMJ Job No.: 07157 PROJECT LOCATION: 417 Montgomery Street San Francisco California 415.398.5500 p 415.398.5510 f www.tsaodesign.com Emphasis On Excellence M- Retail Engineering, Inc. 750 Brooksedge Blvd. Westerville, Ohio 43081 PHONE 614.818.2323 FAX 614.818.2337 1EXPIRES 04 -17 -2008 1 DETAILS and SECTIONS Structural Engineers 103 Linden Avenue So. San Francisco, CA 94080 Tel: 650.871.2282 Fax: 650.871.2459 SOUTHCENTER MALL NEW STORE 633 SOUTHCENTER PARKWAY SUITE 1120 TUKWILA, WA 98118 5,439 SF PROJECT NO. 0744.03 SCALE: AS NOTED S2.0 11 -12 -07 PBG JEH