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Home My WebLink AboutPermit D08-277 - WESTFIELD SOUTHCENTER MALL - SOLSTICE - TENANT IMPROVEMENTSOLSTICE 201 SOUTHCENTER MALL D08 -277 Parcel No.: 2623049023 Address: 201 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SOLSTICE Address: 201 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contractor: Name: COSMO CONST & CONSULTING INC Address: 12924 206 AV NE , WOODINVILLE WA 98077 Phone: 800 838 -9241 Contractor License No: COSMOCC936KA DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING MALL SPACE doc: IBC -10/06 Cit"f Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: MARCIA PEDDICORD Address: 633 SOUTHCENTER MALL TRAILER #3 , TUKWILA WA 98188 Phone: 206- 802 -6071 Value of Construction: $130,000.00 Fees Collected: $2,456.40 Type of Fire Protection: SPRINIKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -277 Issue Date: 09/16/2008 Permit Expires On: 03/15/2009 Expiration Date: 05/01/2009 D08 -277 Printed: 09 -16 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City diPTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: Signature: Print Name: doc: IBC -10/06 Permit Number: D08 -277 Issue Date: 09/16/2008 Permit Expires On: 03/15/2009 006(0 I hereby certify that I have read and - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of o . I am authorized to sign and obtain this development permit. Date: 9' /��8 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -277 Printed: 09 -16 -2008 • City of Tukwila Parcel No.: 2623049023 Address: 201 SOUTHCENTER MALL TUKW Suite No: Tenant: SOLSTICE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -277 Status: ISSUED Applied Date: 05/13/2008 Issue Date: 09/16/2008 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: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D08 -277 Printed: 09 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: 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) 27: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: 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) 29: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and doc: Cond -10/06 D08 -277 Printed: 09 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: 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. 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: 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. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -277 Printed: 09-16 -2008 Signature: • 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 Print Name: dGt_ /-a-iY doc: Cond -10/06 D08 -277 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. ordinances governing or local laws regulating Printed: 09-16 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwila.wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 20$ SOuTHCO.I41" ER M ALL TiAt —104iLAuite Number: Tenant Name: WA 980313 SOLSTice New Tenant: Property Owners Name: WrTr Fi E Lt2L SO OT* tE %TER Mailing Address:_ 63 So unictRreFt_ fARKW AY K City CONTACT PERSON - who do t w he n ' we con act w en your perm t is ready to be issued Name: MA Ft ciA F1pp1COR17 Tr tQ-r Day Telephone: Mailing Address: 63 50u IPA RKINIAYI 'TUKWILA pJA Iga ztraa City State Zip E-Mail Address: rn • • do 0 m U •LOYIllax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TO ss 17E1' EiRt.4 I tsrEr) Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: gsr ARc.titTEcT5, LTP. !ARM TERRY i6/ K art Mailing Address: 502 5 CoLLE6E AVEKuE SUITE 2.443 A L, 8.5284 Cit S tate Contact Person: TARA )'U US E-Mail Address: ot..raw L.Lh US r"narcil 9a9Timber: 4 ns 4j 2.O9 ENGINEER OF RECORD - All pla must be wet stamped by Engineer of Record Company Name: HeNveRSot4 ENGIN Es Rs t Nc, Mailing Address: 3!330 N. 16Th STREST A Ho City Day Telephone: Fax Number: Contact Person: HY E-Mail Address: ke. iler-en/.corn pe Q: \Applications \Forms-Applications On Line - 006 - PoKipajApplication.doe .11j 114 Revised: 9-2006 Oh State i, .. Building Permit No. s 0 _(.3 0 — 8 ....: -1 1 - 7 . . i I Mechanical Permit No. t _ 8 .. ( _i s Plumbing/Gas Permit No. 8 16°G° ' Public Works Permit No. p ro j ect N (For office use only) 24 2304 - 9 032- Floor: I L00 Er Yes E] „No c iFig8-2.8g8 State Zip City Day Telephone: Fax Number: Expiration Date: Zip Zip Day Telephone: 4g0'" 88 - rftoENtA, Az 85020 State Zip 602-33G -528 I 6o2--- 4 151- -3012. Page 1 of 6 BUILDING PERMIT INFORMATION -- 206 -431- 3670 Valuation of Project (contractor's bid price): $ t 3°1 O 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): 301-$T1C E, SON GLASS LAS SOOT I eUE: TENANT 21, SOOTtt E. U `l 1S$ LocA - r • ON TtiS C,ROi»Ntt FLobiz OF A Thlo STORY BUIL1I 1etA INTAI 4 EXISTING G RbSS /HEX SgoARE fOOTAc AtNty ALL E $ ISTI ELE MEHTS Or otVI LP! NG tRVELbPE Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. P oxide All Building Areas in Squ e Footage Below 1 2 Floor 3 Floor Floors Basement Accessory Structure* ge Attached Gar. Detached Garage Attached Carpo Detached Carport Covered Deck Uncovered Deck Addition to Structure Type of struction per IBC 28 Type of Occupancy per IBC TYPE 'M PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Ce Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes .2"" 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 \Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Ir Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill PUBLIC WORKS PERMIT INFORMATION — 20 Call before you Dig: 1- 800 - 424 -5555 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Septic System: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond El .. Insurance ❑ .. Easement(s) El .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards El ...Sanitar Side Sewer ❑ ...Cap or Remove Utilities El ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. El ...Water Only Meter Size El ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q:\ Applications \Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 hi, ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ❑ .. Highline El .. Work in Flood Zone El .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO# WO # WO # El ...Deduct Water Meter Size Private Private ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ...Water El ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 ot'6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty 0 Furnace <I00K BTU O Air Handling Unit >10,000 CFM 0 +ks Damper 14CTDiRI I 0 -3 HP /100,000 BTU Furnace>100K BTU 0 Evaporator Cooler 0 Diffuser 1. 3 -15 HP /500,000 BTU 0 Floor Furnace O Ventilation Fan Connected to Single Duct 1 Thermostat 1 15 -30 HP /1,000,000 BTU O Suspended/Wall/Floor Mounted Heater O Ventilation System 0 Wood/Gas Stove O 30 -50 HP /1,750,000 BTU 0 Appliance Vent „ and Duct 0 Emergency Generator 0 50+ HP /1,750,000 BTU 0 Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic 0 Other Mechanical Equipment ” GOW DENS C it ' Air Handling Unit <10,000 CFM ' Incinerator — Comm/Ind O o MECHANICAL CONTRACTOR INFORMATION Company Name: TO BE PET ERM%ist D 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): $ ( 000 Scope of Work (please provide detailed information): TE NgNT VI I L L PRO V I DE N EN UN t TS puC.T14.IDRK ARP SYSTEM AGGESSoRt Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement ...12 Fuel Type: Electric.... Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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) 0 Wash fountain Gas piping outlets O Bidet O Food -waste grinder, commercial O Receptor, indirect waste 0 Clothes washer, domestic 0 Floor drain b Sinks 0 Dental unit, cuspidor 0 Shower, single head trap 0 Urinals Dishwasher, domestic, with independent drain O Lavatory ` Wa Closet Building sewer or trailer park sewer -St Rain water system — per drain (inside building) 0 Water heater and /or vent 1 Additional medical gas inlets /outlets — six or more D Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treating equipment 1 Repair or alteration of drainage or vent piping , Medical gas piping system serving one to five inlets /outlets for specific gas 0 PLUMBING AND GAS PIPING PERMIT INFORMATION -- 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: To 13Th 71'E R M I N EP Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 12.1000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): TENANT W ILL RE PLACE EXIST 1 N Cb PLUMBING FixTURES YVITH LIKE , NEW FIXTURES MAiNTA1N1NCa EXISTING LOCATION AND CDNNEGTibN Building Use (per Int'l Building Code): M E RCtiA NT t L E Occupancy (per Int'l Building Code): TYPE `M Utility Purveyor: Water: LA 1gt MoDitP Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications \Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: LANDLORD Page 5 of 6 T APPLICATION NOTES — Applicable to all per 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 0 ER OR AUTHORIZ D AGENT: Q Signature: l/�ytvt.NH- /�"� Date: 031041 0 8 H Day Telephone: 4.8 b a act- 217-- Print Name: TARA ri 14 UM YUN US Mailing Address: 502. .S LLe AVE140E I s4P 2 -03, - TUMPer A7 85)- I City State • Zip Q: 4spplications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Accepted: �,�_ / 1 \ D Date Application Expires: Staff Initials: Page 6 of 6 Receipt No.: R08 -03494 Initials: JEM User ID: 1165 Payee: SUMMIT RETAIL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2959 60.00 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 Parcel No.: 2623049023 Permit Number: D08 -277 Address: 201 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/13/2008 Applicant: SOLSTICE Issue Date: 09/16/2008 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 Payment Date: 10/10/2008 02:52 PM Balance: $0.00 VITA! doc: Receiot -06 Printed: 10 -10 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -03269 Initials: WER User ID: 1655 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 Payee: SUMMIT RETAIL CONSTRUCTION SET ID: 0916 SET NAME: SOLSTICE SET TRANSACTIONS: Set Member Amount Dd& -277 1,490.50 M08 -141 271.00 TOTAL: 1,761.50 TRANSACTION LIST: Type Method Description Amount Payment Check 2957 ACCOUNT ITEM LIST: Description BUILDING - NONRES MECHANICAL - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Payment Date: 09/16/2008 Total Payment: 1,761.50 1,761.50 1,761.50 Account Code Current Pmts 000/322.100 1,486.00 000.322.102.00.0 271.00 000/386.904 4.50 TOTAL: 1,761.50 7400 09/16 ?707 TOTAL 1761.50 Projec `-, So�( Type of tnspectio 1 • �A #.\ � v,t r4 7 Address: - 10 1 5c Ait Date Called: Special Instructions: / ` Date Wanted: , ( f1, v `�a.mm. J Requester: Phone No: O / n 3r73 INSPECTION RECORD O g, Z Retain a copy with permit 1 INSPECTI6N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION v2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: : Inspect Date: it_ LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 7rA 5 1 i ( .)(+ L .,- i c ,tt_Ar ., 3 ) 7 9 C1 d(1A , N.1 ue Ic 1e <.7". ,S l-cYv- Jai_ if 2- (ore .1 r� G . !/. p( 4r L r t _ ie v / ./ 1„) 4./ ,e ? "7 ( . e j-P_l - / A-T P c_„ (1.1.1., Phone No Project'. ' r JO Type ofAispe4ti?n t u 6 I 4 f --.-. H Add n 1 s C A µ -f i Date Called: S Instructions: Date Wanted: a.m. p.m. Requester: Phone No INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 EI Approved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit 0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. i Date: v r-i$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: Type of Inspection: 6 (.4- Address: C ' ` Date Called: 7 Special Instructions: .7 Date Wanted: ) r� r"—..a.m... I (` S tick p.m. Requester: Phone 0 - 5 j i 3 -3 '135 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dog-- 219 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. .(5 COMMENTS: Inspect r: tAj Oitj Date: !' s -or ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: • Pro' Type of Inspection: Address: 2 N M 4 t\ Date Called: Special Instructions: • Date Want : _ (0 I Pf a.m. p.m. Requester: Phone No: igL INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. LJ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206)431 -36 0 .%* COMMENTS: Date: 0 I I - , ee to inspection, El 0.00 REINSPECTION FE EQUIREI . Prior must be p id at 6300 Southcenter Blv , Suite 100. Call to schedule reinspection. Re ipt No.: 'Date: proved per applicable codes. El Corrections required prior to approval. Project O - I 1 C i9 Type of�nsp� ec� o � Ad� s5: nil � � � Date Called: Special Instructions: Date Wanted: ` 1Q a.m. Requester: Phone No: y I Dy3 Z NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6 100 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3¢7 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: I nspector IDatei A MA _06 El $60. ' 0 ' EINSPECTION FEE R UIRED. for to inspection, fee must be paid •t •300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Receipt N (Date: Project: 0 L� C.6 Type of Inspection: \ �. F n- gn1 i .1(.., Address: ) 1 w\ < Date Called: Special Instructions: Date Wanted: Requester: Phone No: 7 Li U -1 3 ^ 7 INSPECTION NO. COMMENTS: 1 • Rec pt No.: INSPECTION RECORD Retain a copy with permit 'Date: T:)68 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 "Approved per applicable codes. El Corrections required prior to approval. I pJk 4 I`U (,(A.d'; C f or: Date. .t wo, \ " fl - C? • 0.00 REINSPECTION FE = REQUIRED. rior to inspection, fee must be id at 6300 Southcenter Bl i1., Suite 100. Call to schedule reinspection. Project: C ` v 1._ CF: O Type of Inspection: , ( a �-c , 4.4r Address: 7,6 l S L( I Date Called: Special Instructions: • �---, Date Wanted: /0,.. D4 _a_p.mm. . Requester: Phone No: ')4o — '1 3 -3'13 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 PERMIT NO. (206)431 -3670 El Approved per applicable codes. COM 4 ,,za , e 9 e . ."0 „ 40catehdlitIviateeet 4 „ , Inspector: l Dateg L 457' ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. 4 =it , .;L. s qty Project: .5©44. Sprinklers: Type of Inspection: Address: 0 Suite #: 3 C.. M . ( Peon: Special Instructions: Permits: Phone No.: Needs Shift In spection: Sprinklers: Fire Alarm : ,, Hood & D u ct: ' Monitor: Pre -Fire: Permits: Occupancy Type: 2_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -�C -err -F PN - Inspector: -4 Al 5 (7 , ' I Date: �(? (06 n $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc Hrs.. 1/13/06 T.F.D. Form F.P. 113 Project :1-� i Sprinklers: _ Type of Inspection : se Ccou I Address: 91 • S. C -,L Suite #: L _ Contact Person: e"t ,iv S4 _ Special Instructions: Phone No.: 37 3 5 - 1 ? -- 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 Do c9:77 01?.. s- e/g PERMIT NUMBERS . 444 Andover Park East, Tukwila, Wa. 98188 • - 206- 575 -4407 ,Approved per applicable codes. n Corrections required prior to approval. COMMENTS: CN - — I 1 Z4L_ Inspector: Date: / H n $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info Project Address 201 South Center Mail Date 5/8/2008 Tukwila, WA 89186 For Building Department Use Applicant Name: Chris Kelsey Applicant Address: 7330 N. 16th St. Suite A110 Phoenix, AZ 85020 Applicant Phone: 602 - 336 -5251 Project Summary II PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY Permit No. G(^ r c 7prrvaI b Sub cct °JCrtrr' a't,1 ©rnlon:r+ r .� _•. • � r.a..11ii�g„ J RECEIVED CITY OF TUKWILA MAY 13 2008 i po -V1 Revised July 2007 Project Info Project Address 201 south Center Mall Model No.' Capacity Btu/h Date 5/8/2008 OSA CFM or Econo? Tukwila, WA 89188 IPLV Location For Building Dept. Use CARRIER 24A5A324 30 900 Applicant Name: Chris Kelsey 21 EOH Applicant Address: 7330 N. 16th St. Suite A110 Phoenix, AZ 85020 Applicant Phone: 602- 336 -5251 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM . OSA CFM or Econo? SEER �r EER IPLV Location 00 -1 CARRIER 24A5A324 30 900 160 13 SEER 21 EOH • • Fan Equipment Schedule - Equip. ID Brand Name' Model No.' CFM Sp HP /BHP Flow Control Location of Service EF -1 GREENSECIC SP -125 100 0.25 53W Cv RESTROOM 21 • Heating Equipment Schedule Equip. ID Brand Name Model No.' Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh , Efficiency IU -1 CARRIER FX4CNF030008 30 900 160 27 21 • Mechanical Summary MECH -SUM 2006 Washington Slate Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 The mechanical system includes a DX cooling split system unit with R41OA refrigerant and electric heat option. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Simple System O Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The'following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: 0 Constant vol? 0 Air cooled? I Packaged sys? ❑ <20,000 Btuh? Economizer included? ,, Split system? If Heating Only: El <5000 dm? l=1<70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. 2006 Washington State Nonresidential Energy Code Compliance Form otal Ca wo economize <240,000 Btuh or 10 %? Reference Section 1421 Heating/Cooling or Cooling Only Yes Reference S ection 1423 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 201 south center Mall 'Date 5/8/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M202 n. a . 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls n.a. 1412.1 Temperature zones Indicate locations on plans n. a. 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types . M301 . yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage Mi01 n.a. 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule . n.a. 1412.6 Combustion htg. ;, Indicate modulating or staged control n.a. 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans . Mi01 n.a. 1423 Economizers Equipment schedule - 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1. Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n. a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems . • yes 1414.1 Duct sealing Indicate sealing necessary M301 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M301 yea 1415.1 Piping insulation Indicate R -value of insulation on piping M301 1416 Completion Requirements n.a. 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M301 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training M301 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M301 n.a. 1434 Separate air sys. . Indicate separate systems on plans yes Mechanical Completed and attached. Equipment schedule with types, , Summary Form J input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) . 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank • n. a. 1442 Shut -off controls Indicate automatic shut -off n:a. 1443 Pipe Insulation Indicate R -value of insulation on piping • n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 • Pool heater controls Indicate switch and 65 degree control n. a. 1454 . Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover - 2006 Washington State Nonresidential Energy Code Compliance Form no is circiea ror any question, provtae exptana Project Info Project Address 201 south center Mall Date 5/8/2008 - Tukviia, WA 89188. For Building Department Use Applicant Name: Kelly Ryas Applicant Address: 7330 N. 16th St. Suite A110 Phoenix, AZ 85020 Applicant Phone: 602- 336 -5231 • 2006 Washington State Nonresidential Energy Code Compliance Form Project Summa ry PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COPY Permit Flo. r -" n 1 i ^ c h! J� 1 �+...w....� A ri c.rn! on . Lv RECEIVED Cam! OF TUKWILA MAY 11.3 2000 'IRMLT CENTER Revised July 200? Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Type C 20W Metal Halide T4.5 Downlight 18 23.0 414.0 Stockroom Type G 70W Metal Halide Par30 Flood Adjustable Downlic . 16 79.0 1264.0 Restroom Type H SOW Halogen Accent Light - 2 50.0 100.0 Stockroom Type F2 4' T5 28W Strip Fluorescent 3 68.0 204.0 Restroom Existing Fluorescent Strip 1 31.0 31.0 Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Sales Retail 3.00 595.0 1785.0 Stockroom Retail storage 1.50 136.0 204.0 Restroom Common area ( Restroom) 0.80 50.0 40.0 Project Info Project Address 201 South Center Mall Date 5/8/2008 Tukwila, WA 89188 For Building Department Use Applicant Name: Kelly Hyde - ApplicantAddress: 7330 N. 16th St. Suite Alto Phoenix, A2 85020 Applicant Phone: 602- 336 -5231 Project Description ❑ Plans Included requirements. J New Building ❑ Addition 1111 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Interior Lighting Summary LTG -INT Revi Maximum Allowed Lighting Wattage rem Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 2029.01 otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wafts 2013.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual 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' LPA` (Wlsf) Use LPA` (W /sf) Automotive facility - . 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 • Plans Submitted for Common Areas Only' Manufacturing facility 1.3 • Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors,. toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: • 0 Warehouses, storage areas or aircraft storage hangers *Other Q ualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number or fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LpA Calculations. Lighting Fixtures: (Section 1521) ° Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 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 Revised July 2007 TABLE 15 -1 Unit Lighting Power Allowance (LPA ootnotes for Table 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. 2j 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 feel 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. I May 28, 2008 Marcia Peddicord 633 Southcenter Mall, Trailer 3 Tukwila WA 98188 Dear Ms. Peddicord, encl File No. D08 -277 fer Marshall it Technician • City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -277 Solstice — 201 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, P:\Pennit Ccnter\Correction Letters\2008\D08 -277 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: May 22, 2008 Project Name: SOLSTICE Permit #: D08 -277 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. The detail for the storefront shows the plenum open or exposed to the mall above the ceiling through the ceiling framing. Ventilation plenums shall be limited to uninhabited crawl spaces, and areas above the ceiling. Provide a detail to show the air plenum for this space with separations in place to prevent the plenum from being exposed to the mall corridors or adjacent spaces. (IMC 602.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -277 DATE: 09 -26 -08 PROJECT NAME: SOLSTICE SITE ADDRESS: 201 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: D Bull g D IiVi s i o Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP n APPROVALS R CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: n C ❑ Permit Coordinator n DATE: DATE: Planning Division DUE DATE: 09-30-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 10-28-08 Approved Approved with Conditions ri Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -277 DATE: 06 -18 -08 PROJECT NAME: SOLSTICE SITE ADDRESS: 201 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: g l 'vision Public Works Complete Comments: Approved n Notation: Documents/routing slip.doc 2 -28-02 � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete Ti TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions Planning Division ❑ Permit Coordinator No further Review Required DATE: DATE: n DUE DATE: 06-24-08 Not Applicable Ti Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07-22-08 Not Approved (attach comments) Ti Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPA j THE TS: Bui ding Division � Public Works VLLG 6 - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 • PLAN Structural EVERTNG • SLIP ACTIVITY NUMBER: D08 -277 PROJECT NAME: SOLSTICE SITE ADDRESS: 201 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 5 -13 -08 Response to Incomplete Letter # Revision # After Permit Issued frfi ' 6\if Fire I5 AM/ Incomplete El Planning Division ❑ Permit Coordinator DUE DATE: 5-15-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required ❑ DATE: DUE DATE: 6-12 -08 Not Applicable Approved with Conditions ❑ Not Approved (attach comments) DATE: Bldg it Fire ❑ Ping ❑ PW ❑ Staff Initials: /r%� REVISION NO. DATE RECEIVED ' 40 1 ISSUED DATE STAFF INITIALS ISSUED DATE 1 61 STAFF INITIALS 01 Summ: of Revision: 4%h . im jw a :Au Received by: �� 5 i ( REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 5 D (Al SITE ADDRESS: /4 ( 'C N a REVISION LOG • PERMIT NO: POD _2 V ORIGINAL ISSUE DATE: j� Chien (please print) (please print) (please print) (please print) (please print) Date: - 2 to - o 8 Sheet Number(s): 1app1ications.forms- applications on Iine.revision submittal Created: 8 -13 -2004 • 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.cLtukwila.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. Plan Check/Permit Number: t) ® 5-- Z � ❑ 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: 6c \--ST \ GE Project Address: ZO\ Alm env oi LA SEP 2 6 2008 PERMIT CENTEp Contact Person: Phone Number: — 14 O - a 3 - 3-13 Summary of Revision: STp 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on n I7.4, D Date: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # [Y Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: So 16 I c-e— Project Address: ZD/ rS,a,u /h Contact Person: nitd.rc. 4.. Ped (,'corms Phone Number: 204 • aPD,a 4407/ Summary of Revision: SCe . rev; sue. le/try ; 4611:4 ,/ Secdpan. Scc.�7a.n� e n 5h ee- Ado . A; r p /ens s 4c, _ i-ms e.e.n L1 o s edL. 4 Ii Iv r e i p fp h u n 4-0 M @-a` eloDSa /2) 1714 // e_or-r,'dors or aftia_c. e.s ‘. 7 . 1e/11.2. 41-.2 If 4CP�5 Sheet Number(s): A4 sod City of Tukwila applications\fonns- applications on Ime\revision submittal Created: 8 -13 -2004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.ci.tukwila.wa.us "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on WI (k1) Plan Check/Permit Number: bay 02 7 7 Steven M. Mullet, Mayor Steve Lancaster, Director nECEIv CITY OF TUKWILA JUN 19 2008 PERMIT CENTER 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 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 i Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division 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. Please Print or Type /� r Aee f So er TY�C°_ee m< / Property Street Address 'T kw ;lam City SCA Si - 1« Owner's Name Owner's Phone Number (with Area Code) Signature of Owner /Representative • Print Name of Owner /Representative 1058 (Rev. 9/07) State ZIP Subdivision Name Lot # Subdiv. # (`/l /! Block # Building Name � i the... '-et v V l.f (( (if applicable) P roperty Contact Phone Number (with Area Code) Owner's Mailing Address L Ace l � t TTGi e-e-t LW J RB'' �! jolvg A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 8 RCE Property Tax ID # c Z ' " 94 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? ❑ Yes , N Was Sewer connected before 2/1/90? ❑ Yes L�No Sewer disconnect date: disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No 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 (gal /day) = 187 C. Total Residential Customer Equivalents (add A & B) ' "tY�!(tFT 4FMi�9...nr A B b /77/WCf ?h White - Kina County Yellow - Local Sewer Aaencv 6 RCE AYi1.32fl aCE tO& i11 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a 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 new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. 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 -cted d.. for determin.�•�of a revised capacity charge. Date J /36,e Pink - Sewer Customer Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN CONTRACTORS INDEM CO 100022119 04/13/2007 Until Cancelled 05/01/2007 $12,000.00 05/01/2007 Name Role Effective Date Expiration Date MCDOWELL, ALLEN PRESIDENT 05/01/2007 COFFMAN, BRETT SECRETARY 05/01/2007 MCDOWELL, ALLEN TREASURER 05/01/2007 COFFMAN, BRETT VICE PRESIDENT 05/01/2007 Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County COSMO CONST Et CONSULTING INC 8008389241 12924 206TH AVE NE WOODINVILLE WA 98077 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602565465 ACTIVE COSMOCC936KA CONSTRUCTION CONTRACTOR 5/1/2007 5/1/2009 ALTERAH923J9 GENERAL UNUSED Business Owner Information Bond Information Insurance Information S • Page 1 of 2 Ilnsurancel Policy I Effective I Expiration ICancelllmpaired Amount I Received https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= COSMOCC936KA 09/16/2008 = — — / DEMOLITION PLAN SCALE: 1/4" =1' -0" DEMOLITION GENERAL NOTES 1. SEE SPECIFICATIONS, SHEETS G004, G005, 4 G006 AND ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES 4 REQUIREMENTS. 2. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING AT OR AROUND JOBSITE. ALL EGRESS ROUTES, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. 3. FURNISH ALL LABOR AND MATERIALS / EQUIPMENT A5 REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 4, IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT. 5. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM EMANATING FROM DEMOLITION / CONSTRUCTION AREA. 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL CONDUIT, PIPING, OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE A5 REQUIRED PER CITY REQUIREMENTS. 1, THIS DEMOLITION PLAN IS DIAGRAMMATIC AND SHALL BE USED FOR REFERENCE ONLY, INDICATING EXISTING TO REMAIN ITEMS AFTER DEMOLITION. THE G.C. 15 RESPONSIBLE TO VERIFY ALL FIELD CONDITIONS AND PERFORM DEMOLITION WORK PER SPECIFICATIONS AND AS REQUIRED TO COMPLETE THE WORK PROJECT NORTH / i \ \ 102 100 RETAIL 101 STOCKROOM 2 NEW FLOOR PLAN SCALE: I/4 " =1' -0" 8. DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. e. FOLLOW CENTER REGULATIONS PERTAINING TO DEMOLITION AND REMOVAL OPERATIONS. COMPLY WIN GENERAL CONDITIONS. SUPPLEMENTARY GENERAL CONDITIONS AND GENERAL REQUIREMENTS. 10. ALL DOOR5, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMING FIXTURES, LIGHT FIXTURES (INCLUDING DOWN LIGHTS E FLUORESCENT), AND SPECIAL EQUIPMENT 51-101.1N TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED A5 DIRECTED HEREIN, RETURNED TO BUILDING STOCK OR DISPOSED OF AS DIRECTED BY LANDLORD. IL REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA /COMMUNICATIONS REPRESENTATIVE ,4S REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 12. IF HAZARDOUS MATERIALS ARE FOUND ON SITE - STOP WORK IMMEDIATELY AND NOTIFY THE ARCHITECT AND LANDLORD. 13. GENERAL CONTRACTOR TO CONFIRM ACCEPTABLE ROUTES FOR REMOVAL OF CONSTRUCTION MATERIALS, TRASH AND DEBRIS PRIOR TO STARTING WORK 14. REMOVE EXISTING GRILLES 4 DUCTWORK TO UNIT AS NECESSARY. SEE ENGINEERS DRAWINGS FOR MORE INFORMATION. 15. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE BACK TO THE SOURCE. C> -104 r c •b- n PROJECT NORTH STOCKROOM TYPE 'M' 136 SF /300- I OCCUPANT I EXIT REQUIRED. FLOOR PLAN GENERAL NOTES 1. NOTIFY ARCHITECT DURING LAYOUT AND PRIOR TO FRAMING IF: A. DIMENSIONS LABELED "MIN." CANNOT BE ACHIEVED. B. DIMENSIONS LABELED +/- VARIES 2" FROM ACTUAL FIELD DIMENSION. C. ANY DISCREPANCY, OMMISSION OR UNANTICIPATED FIELD CONDITION WHICH WOULD ALTER NE INTENT OF THESE DOCUMENTS. c1 i RETAIL AREA 1 - TYPE 'M' 504 5F/30= 11 OCCUPANTS I EXIT REQUIRED SH WRAP // 102 \ RESTRM ) - -- -- / 10 RETAIL SO -800 SO -800 EXITING PLAN SCALE: I/4" =1' -0" S0 -800 PFI -7 - n Ci 61 Ci 0 Ci CD a FFO -8504 FFO -8504 PFI -7561 PROJECT NORTH 1. SEE SPECIFICATIONS, SHEETS G - 004, G - 005, G - 006 AND ENGINEER'S. DRAWINGS FOR ADDITIONAL NOTES 4 REQUIREMENTS. 2. ALL DIMENSIONS ARE TAKEN FROM FINISHED FACE OF PARTITION, UNLESS INDICATED OTHERWISE. 3. G.C. 15 RESPONSIBLE FOR THE INSTALLATION OF REINFORCING IN WALLS AND CEILINGS. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED. SEE ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 4. PROVIDE A FLUSH AND SEAMLESS FINISHED WALL WHERE NEW GUS MEETS EXISTING TO REMAIN. 5. REPAIR EXISTING GLIB CONSTRUCTION AS REQUIRED FOR A NEW FINISH CONDITION AND PREPARE TO RECEIVE NEW WALL FINISH. 6. G.C. SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFTER DEMOLITION OPERATIONS AND COORDINATE ALL TRADES PRIOR TO ANY WORK S. G.C. TO CONFIRM SPECIFIC REQUIREMENTS WITH RETAIL OPERATIONS DIRECTOR FOR BLOCKING OUT WINDOWS DURING CONSTRUCTION . AN EXTERIOR BARRICADE WILL NOT BE REQUIRED EXCEPT IN THE EVENT NE TENANT MAY NOT MAKE NE GRAND OPENING DATE AS SPECIFIED IN THE LEASE AGREEMENT. 9. G.C. TO CONFIRM WITH RETAIL OPERATIONS DIRECTOR REQUIRED SERVICE ACCESS TO THE SPACE. 10. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED LIQUID TIGHT. 11. COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION. 12. ALL FIREPROOFING MATERIALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR ORIGINAL CONDITION BY ALL NECESSARY MEANS, INCLUDING ANY NEW STEEL MEMBERS. DEM�LITION PLAN KEY NOTES A B C D E F H KEY NOTES 1 2 3 4 5 6 1 8 10 11 12 13 14 15 16 REMOVE EX (STING WALL FINISH. REPLACE EXISTING ACCOUSTICAL CEILING TILES AND LIGHT BULBS WITH NEW. CLEAN AND RE -PAINT EXISTING DIFFUSER dOVERS. ALL TOILET FIXTURES, PLUMBING AND GRAB BARS TO REMAIN. EXISTING STORE FRONT TO BE DEMOLISHED. PROTECT, LATCH AND REPAIR MALL FLOOR AND OTHER SURFACES AS REQUIRED. REMOVE EXISTING INTERIOR WALL FINISHES, DISPLAYS, MILLWORK, AND SHELVING. DO NOT PENETRATE EXISTING DEMISING WALL. REMOvE ALL EXISITNG CEILING GRID, LIGHT FIXTURES AND GYP. BOARD CEILING SOFFIT. REMOVE ALL BASE, FLOOR FINISHES, AND ADHESIVE DOWN TO CONCRETE SLAB THROUGHOUT, UN.O. EXISTING ELECTRICAL PANELS AND ASSOCIATED TRANSFORMER TO BE REMOVED. SEE ENGINEERING DRAWINGS FOR MORE DETAILS. REPLACE DOOR WIN NEW. NOTE CHANGE OF NEW DOOR SWING. REMOVE STONE FINISH FROM EXISTING NEUTRAL PIER AND REFINISH WITH GYPBOARD. LINE INDICATES MALL'S LEASE LINE. CAULK EXISTING FLOOR JOINT AT LEASE LINE. NOT USED NOT USED 44" WIDE EGRESS PAN 5' -0" DIA ACCESSIBLE CLEARANCE PROVIDE NEW FULL HEIGHT GLASS DOORS WIN I0 "H BOTTOM RAIL DOORS TO 51= OPERABLE FROM NE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE (ON INTERIOR SIDE) NEW SIGN ABOVE W/ I" HIGH LETTERS STATING "DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS ". NOT USED PROVIDE I-ND INSTALL 24" X 42" X 3/4" FIRE TREATED PLYWOOD AT 48" AFF, FOR TELEPI -4ONE AND SECURITY PANELS. CONFIRM SIZE WIN PLACEMENT OF ADJACENT ELECTRICAL EQUIPMENT. FASTEN IS GA. SHEET METAL REINFORCING TO METAL STUDS PRIOR TO APPLICATION OF GYPSUM BOARD. REMOVE AND REPLACE GYP. D. OF EXIST. WALL TO INSTALL REINFORCING, NOT USED LINE OF RAISED GYP. BOARD SOFFIT AT CEILING. SEE SHEET A201 FOR MORE INFORMATION. FILE C .i1 PY Permit No Q - -' 11 Pjzr review appal is subject to errors and c /-,pprov, of construction documents cis no NOT USED the violation of any adopted code or ordinancC 0" approved Fie Copy and co ons its ackn PROVIDE NEW ELECTRICAL PANELS. NOT USED FIRE EXTINGUSHER CABINET NOT USED LEGEND � �� to � CG \`E G4 Ap@it p 1��1 oc� * By �m Date: C -te - 66 City of ildavila BULDING DMS ON RECEIVED CITY OF TUKWILA SEP 2 6 2008 PERMIT CENTER REVISION NO1___ PDS 2-1-1- NEW INTERIOR PARTITION NEW NON -RATED FULL HEIGHT PARTITION WIN SOUND ATTENUATION INSULATION x: „w.„„„,:am, EXISTING PARTITION TO REMAIN X }--- LAYOUT n PARTITION TYPE TAG. (SEE SHEET A301 FOR PARTITION TYPES) EXISTING ITEM OR WALL TO BE DEMOLISHED AND REMOVED FINAL LAYOUT 51-1ALL BE APPROVED BY OWNER PRIOR TO NE START OF FRAMING. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification Location Project For Date 1.<374 REGISTERED ARCHITECT 480.889.2000 480.889.2099 fax www.rsparch.com . WO EN TE OF WASH( GTON RSP Architects, Ltd. with - rry Wohken Washington No. 6634 Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Si CE REVISIONS No changes shall be made to the scope of work without prior approval of NOTE: Revisions B will re quire Division. and may include additional plan review fe s al OTiEDroject No. ,,,;,_; 1688.005.02 ma � E a f awn By TY 04.01.07 NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. s Copyright RSP Architects 2003. All rights reserved. IN 05/05/08 06/05/05 05/01108 Landlord Comments *I City Comments *I Addendum * 1 DEMOLITION, ARCHITECTURAL AND EXITING PLANS A101 EXIST. NEUTRAL PIER .,n . U ILIMMIENEMIAWIMMIMICESIM !Mal 11 4111 1/4" S.STL. CLADDING (M -I) OVER 3/4" FIRE TREATED PLYWOOD ON 4" BOX HEADER WIN 16 GA METAL STUDS 66) STORE FRONT CORNER DETAIL ' LIGI-4T 1BOX SCALE: I- 1/2 " =1' -0" 0 N O I- to ua w WHERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT. REFINE ARDENNES IVORY CLADDING 5 /S" GYP- BD. ON 4" METAL STUD 1/2" MTL. REVEAL (COLOR OF FINISH TOMATCH STOREFRONT FRAMING) FACE OF EXIST. WALL 3 5/S" METAL STUD 5/8" GYP- BD- ON 2 1/2" METAL STUD BELOW AND ABOVE LIGHT BOX 3' -0 "W x 5' -214 x 3 1/2" D LIGHT BOX (BY SOLSTICE) MOUNTED 36" APP. 5/8" GYP. BD. ON 2 1/2" METAL STUD PAINTABLE FIRESTOP SEALANT UNDERSIDE OF DECK ABOVE 6" SLOTTED TRACK (SPL TRACK OR EQUAL) UL NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR NE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD: 5 /S" THICK, 4 FT WIDE ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WIN I" LONG, TYPE S STEEL SCREWS SPACED S" O.G. ALONG EDGES OF BOARD AND 12" OC IN NE FIELD OF NE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5/5" GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X" BOTH SIDES TILE WAINSCOT, THIN SET WHERE OCCURS WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB. SEE STRUCTURAL DRAWINGS. PAINTABLE FIRESTOP SEALANT BOTH SIDES RAMSET AS REQUIRED NOT USED SCALE: 1- I/2 " =1' -0" k 0-1° r SCALE: 1- 1/2 " =1' -0" FLEXIBLE ACOUSTICAL CAULKING BOTH SIDES (NON - RATED) FULL HEIGHT INTERIOR PARTITION STRUCTURE ABOVE NOTE: DO NOT FASTEN GYP. BD. OR TOP TRACK TO SLIP TRACK DEEP LEG SLOTTED METAL SLIP TRACK FASTENED TO DECK W/ *10 TEK SCREWS fD 48" O.C. MAX. (I.C.5.O. 1693/2388) 3 METAL STUDS 6 24" O.C. OR AS REQ. BY HT. SOUND ATTENUATION INSULATION - MIN. R -I9 METAL BOTTOM TRACK ANCHORED TO CONC. FLR W/ POWER ACTUATED FASTENERS (I.C$.O. *1693/ 2388). a 45" O-C. MAX. BASE AS SCHEDULED ACOUSTICAL SEALANT FINISH FLOOR TYPE 10 ONE LAYER 5/S" TYPE "X" GYP. BD. PROVIDE 5/5" MOISTURE RESISTANT GYP. BD. AT INTERIOR WALLS OF RESTROOM PROVIDE BLOCKING WHERE SURFACE MOUNTED EQUIPMENT/FIXTURE OCCURS PROVIDE 5/8" MOISTURE RESISTANT GYP. D. AT INTERIOR WALLS RESTROOM PAINTED WOOD BASE SCALE: FULL FURRING WALL SCALE: I- 1/2 " =1' -0" I' - ASP IWID ; 1 Owrolill my r -IN e SCALE: 1- 1/2 " =1' -0" z CAULK i" TI-K HARD WOOD P -3 SCHEDULED PARTITION CAULK FINISHED FLOOR TYPE < Al (NON - RATED) FULL HEIGHT INTERIOR PARTITION FLEXIBLE ACOUSTICAL CAULKING BOTH SIDES DEEP LEG SLOTTED METAL SLIP TRACK FASTENED TO DECK W/ *10 TEK SCREWS e 48" O.C. MAX- (I-C -15-O- 1693/2388) ONE LAYER 5 /8" TYPE "X" GYP. BOARD PROVIDE TYPE 'X' 5/8" GYP. D. SOUND ATTENUATION INSULATION - MIN. R -I9 BASE AS SCHEDULED ACOUSTICAL SEALANT FINISH FLOOR 1\. STRUCTURE ABOVE SINGLE DP. LEG "SLOTTED" MTL. SLIP TRACK FASTENED TO DECK W/ *10 TEK SCREWS 6 48" O.C. MAX. (I.C$.O. *1693/23SS) CEILING VARIES 2 1/2" METAL STUD 9 16" 0.C. ONE LAYER 5/5" TYPE "X" GYP. BOARD FINISH FLOOR BASE AS SCHEDULED METAL BOTTOM TRACK ANCHORED TO CONC. FLR W/ POWER ACTUATED FASTENERS (1.C.15.0. 1693/ 2388). 6 45" O.G. MAX, TYPE < STRUCTURE ABOVE NOTE: DO NOT FASTEN GYP. P. OR TOP TRACK TO SLIP TRACK. RETAIL AREA GYP. CEILING 3 METAL STUDS 6 24" O.C. OR AS REQ. BY HT. METAL BOTTOM TRACK ANCHORED TO CONC. FLR W/ POWER ACTUATED FASTENERS (1- 0.5.0. *1693/ 2388). e 48" O.C. MAX. METAL STUD EXISTING STRUCTURE % "GYPBOARD 2x4 METAL STUD 6 24" O.C. LIGHTING (SEE ELECTRICAL) STOREFRONT GLASS 2'--6" n 2' -10 8' -5" 7' -11" 7. LONGITUDINAL SECTION A SCALE: 1 " =1' -0 PLENUM AREA 100 RETAIL STOREFRONT SECTION e ENTRANCE SCALE: I " =1' -0 n % " GYPBOARD EXISTING STRUCTURE SIGN 2x4 M STUD E *M1111111II411 TAL 24" O.G. CEILING STOREFRONT GLASS METAL STUD L ELECT Ci) 2' -6" 101 STOCKROOM n STOREFRONT SECTION SCALE: I " =1' -0 n t. C ON OPILOV 00 0 "I V* CSI 'W WILDI ION NG © --- �- REC IVED CITY OF TUKWILA SEP ' 6 2008 FERMI CENTER n RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with T ry Wohken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For S S CE Project No. 1 688.005.02 Drawn By Checked By MW Date TY 04.01.07 NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied. duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects_ These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. Copyright RSP Architects 2003. All rights reserved. 480.889.2000 480.889.2099 fax www.rsparch.com • A n n 05/05/06 06/05/08 08/07/08 Landlord Comments * I City Comments * 1 Addendum * 1 SECTIONS, PARTITION TYPES & DETAILS A301 GYP. SD. BULKHEAD TO BE PAINTED DUNE WHITE EXISTING 1/4" STAINLE55 STEEL CLADDING (M -I) OVER 3/4" PLYWOOD W/ 4" BOX HEADER ON 16 GA METAL STUDS. A" CLEAR ANODIZED ALUMINUM REVEAL N EXIST. NEUTRAL PIER BY LANDLORD. REMOVE STONE FINISH FROM NEUTRAL PIER AND REFINISH WITH — GYPBOARD. WINDOW VINYL - 3M *'1225 -324 FROSTED CRYSTAL 1/4" STAINLESS STEEL CLADDING (M -I) OVER 3/4" PLYWOOD W/ WOOD BLOCKING o, A30I aSO,S &!N Eo unacE 0 16' -0" • 4301 2 C � STOREFRONT EXTERIOR ELEVATION (FRONT) SCALE: 1/2 " =l' -0 S O.maSTD OE SUN 00[17YQUE CHANNEL LETTER SIGN - SIGNAGE PACKAGE SHALL BE SUBMITTED SEPARATELY BY SIGNAGE VENDOR 1/4" 6TAINLE55 STEEL CLADDING (M -I) OVER 3/4" PLYWOOD W/ 4" BOX HEADER ON 16 GA METAL STUDS. 18" x 12" REFIN ARDENNES IVORY CLADDING 1/2" CLEAR TEMP. FULL HEIGHT GLAZING -TYP. L �7 H SCALE: 1/2 "= l' -0 STOREFRONT EXTERIOR ELEVATION (SIDE) 0 ADA LAVATORY 48" x 30" CLEAR AREA NEW ADA TOILET NEW 36" GRAB BAR NEW 48" GRAB BAR P -6 ENLARGED UNISEX RESTROOM PLAN SCALE: 1/2 " =1' -0 NOTE: SEE ENGINEERING DRAWINGS FOR MORE SPECIFICATIONS N FRP f / MAX., IN. KNEE CLEARANCE / 1 1 -5" MIN./ ELEV "2A STAINLESS STEEL GRAS BAR WITH CONCEALED MOUNTING 1 1/2 "DIA_ X 36"L 3' -4" 1i-611 j FLUSH LEVER TO OF TOILET BE LOCATED AT ct OPEN SIDE OF DEPTH RESTROOM AS SHOWN I 2A 4' -0" \ 25 \\ N 5&"x60" CLEAR AREA -I' - 0 " (3) ADJ. SHELVES, 36 "W x 12 "D ON HEAVY DUTY KV STANDARDS AND BRACKETS P -6 N 1o2 RESTRM FRP PANEL TYP. MINIM I-- FLOOR DRAIN (3) ADJ. SHELVES, 36 "W x 12"D ON HEAVY DUTY KV STANDARDS AND BRACKETS 11/2" DIA_ x 18 "1- VERTICAL GRAB BAR 3' -4" 1 1/2" IA. x 36 "L RAB BAR n 1 1/2" DIA. x 42"L GRAB 2� fAR ,N 12" 1A N NOTE: INSTALL FLUSH VALVES IN H.C. TOILETS TOWARDS WIDE SIDE OF STALL ELEV "2B" PAPER TOWEL DISPENSER SOAP DISPENSER MIRROR SINK INSULATE DRAIN PIPE 614 INTEGRAL COVED BASE ON ALL WALLS ELEV "2D" TYPICAL ADA MOUNTING HEIGHTS 4 CLEARANCES SCALE: 1/2 " =1' -0" 102 REVISION N SOS x-77 RECEIVED CITY OF TUKWILA SEP 2 6 2008 PERMIT CENTER RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with erry Wohken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Drawn By Date TY Checked By MW 5634 REGISTERED ARCHITECT Project No. 1 688.005.02 04.01.07 480.889.2000 480.889.2099 fax www.rsparch.com O KEN HINGTON NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. a Copyright RSP Architects 2003. All rights reserved. CE A A A 05/05/05 06/05/08 08/07/06 Landlord Comments * I City Comments * I Addendum *1 STOREFRONT ELEVATIONS A401 PROJECT DATA PROJECT DESCRIPTION: SOLSTICE SUNGLA55 BOUTIQUE TENANT IMPROVEMENTS AT 201, SOUTI- ICENTER MALL, TUKWILA, WA 98188 LOCATED ON NE GROUND FLOOR OF A TWO STORY BUILDING. MAINTAIN EXISTING GROSS/ NET SQUARE FOOTAGE AND ALL EXISTING ELEMENTS OF OF BUILDING ENVELOPE. I. Applicable Building Codes A. BUILDING CRITERIA BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: FIRE CODE: IBC 2006 WiTH WASHINGTON STATE AMENDMENTS IMC 2006 WIN WASHINGTON STATE AMENDMENTS UPC 2006 WITH WASHINGTON STATE AMENDMENTS NEC 2006 WITH WASHINGTON STATE AMENDMENTS IFC 2006 WITH WASHINGTON STATE AMENDMENTS ENERGY CODE: 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE BUILDING CLASS USE GROUP: M- RETAIL II. Building Code Information A GROSS PROJECT 5.F.: - 153 SF B. EXISTING CONSTRUCTION TYPE: 25 - UNPROTECTED NON - COMBUSTIBLE I. FIRE RESISTIVE CONSTRUCTION RATINGS DEMISING WALLS - 1 HOUR INTERIOR WALLS - NON RATED FiRE CORRIDOR WALLS - 1 HOUR 2. EXISTING EMPLOYEE ACCESSIBLE UNISEX TOILET ROOM C. EXISTING OCCUPANCY GROUP (TO REMAIN): M- COVERED MALL D. ALLOWABLE BUILDING AREA AND PARKING REQUIREMENTS REMAIN AS PREVIOUSLY APPROVED. E. FULLY SPRINKLED BUILDING TO 15E MODIFIED TO SUIT NEW CONSTRUCTION PER ALL APPLICABLE CODES. F. EXISTING i -HR HRE RATED CONSTRUCTION ON ALL EXISTING STRUCTURAL MEMBERS TO REMAIN.TOTAL G. TOTAL EMPLOYEES, LESS THAN 4 PER SHIFT. TOTAL OCCUPANCY FOR EXITING occ. LOAD ocG_ MIN. REQ. PROVIDED SPACE AREA (SOFT.) FACTOR LOAD EXITS EXITS RETAIL 100 504 30 11 1 1 STORAGE 101 143 300 1 1 2 VICINITY MAP B 55;4k�YL:�C�Ci a %: tiQla�`a.'V'i xao .... . inc11 fici St • WESTFIELD SOUTHCENTER (1t DkO 0 2007 DRAWING SYMBOLS INTERIOR ELEVATION REFERENCE DETAIL REFERENCE ENLARGED PLAN OR DETAIL REFERENCE ROOM IDENTIFICATION KEYNOTES DRAWING TITLE DIRAUJING TITLE SCALE: I/4" = 1' - DOOR IDENTIFICATION WALL FINISH SYMBOL ROOM FINISH SYMBOL REVISION REFERENCE PARTITION IDENTIFICATION FLOOR TRANSITION ON FINISH PLAN CT' � - OFFICES ( 123< 12 122A VB2 PTi VB2 ELEVATION REFERENCE TOP OF STEEL EL. - 100' -0" CPT3 NORTH ARROW DIMENSION IDENTIFICATION DRAWING NUMBER SHEET NUMBER ON WHiCH DRAWING IS LOCATED DRAWING NUMBER SHEET NUMBER ON WI -IICW DRAWING IS LOCATED DOTTED LINE AROUND AREA DETAILED / ENLARGED ROOM NAME ROOM NUMBER KEYNOTES: REFERS TO SPECIFIC NOTES LOCATED ELSEWHERE ON A DRAWING WALL FINISH TYPE BASE FINISH TYPE FINISH EXTENT INDICATES IN MIDDLE SPACE WHEN ALL SURFACES IN ROOM ARE SAME CLOUD ENCLOSES AREA OF LATEST REVISION ONLY. PREVIOUS CLOUDS REMOVED. REVISION NUMBER, SEE TITLE BLOCK FOR BRIEF DESCRIPTION 6 , -5 11 NORTH LANDLORD'S SPECIFIC NOTES SONO SS 3 UTll OE TENANT IMPROVEMENTS FOR 201 SOUTHCENTER MALL, TUKWILA, WA 98188 PROJECT TEAM Owner Construction Manager Solstice 404 Fifth Ave 2nd Floor New York, NY 10018 Contact Ed JanKowski Tel. : (646) 348 -6106 Fax (646) 348 -6110 Dougherty Partners, Inc. 4 Beechtree Lane Bronxville, NY 10708 Contact Tom Dougherty Tel. : (914) 646 -1437 Fax (914) 395 -1359 Email: tdougherty@doughertypartners.com Landlord Tenant Coordination Westfield Southcenter 633 Southcenter Parkway Tukwila, WA 98188 -2888 Contact: Marcia Peddicord Tel. : (206) 802.6071 Fax. (206) 246.7043 Westfield Corporation Tenant Coordination - Southcenter 14th. Floor, 11601 Wilshire Blvd. Los Angeles, CA 90025 Contact: Joshua Kimmel Tel: (310) 478.4456 Fax: (310) 575.5991 E -mail: xxx Architect Mechanical /Electrical RSP Architects, Ltd. with Terry Wobken 502 South College Ave. Suite 203 Tempe, AZ 85281 Contact: Tara Yunus Tel. : (480) 889 -2047 Fax: (480) 889 -2099 Email: tarannum.yunus@rsparch.com Henderson Engineers, Inc. 7330 North 16th Street Suite A110 Phoenix, AZ 85020 Contact Omid Mottahed, P.E. Tel: (602) 957 -3050 Fax: (602) 957 -3012 omid .mottahed @hendersanengineers.com ABBREVIATIONS AC ACT AL ALT ANGH ARCH B/o SET BLDG BLKG SM IBIRG SSTU C/O Cased O err CCTV Closed Circuit Television CFM Cubic Feet per Minute CJ Control Joint CLG Ceilin CMU Conc Masonry Unit CO Cleanout COL Column CONIC Concrete CONN Connection CONST Construction CONT Continuous / Continuation CONTR Contractor CPT Carpet CT Ceramic Tile CTR Center CW Cold Water DEMO Demolish DEPT Department DIA Diameter DIM Dimension D ISP DIV DO DR EA ELEC E IFS EQUIP EW EWC EXIST EXP EXT Anchor Bolt Air Conditioning Acoustical Tile Above Finished Fir Aluminum Alternate Anchor Architectural Bottom of Board Between Suilding Blocking Seam Bearing Basement Bottom British Thermal Unit Dispenser Division Down Ditto Door Each Elevation Electric (al) Exterior Insulation and Finish System E ual Equ Each Way Electric Water Cooler Exposed Existing. Expansion / Expanded Exterior Fl-I Full 1-lei ht FAS Fabricate (ion) (or) FD Floor Drain FDN Foundation FE Fire Ext inguisher FE CAB Fire Extinguisher 4 Cabinet FFE Finished Fir Elev FIN Finish (ed) FIX Fixture FLR Floor FT Foot FTG Footing FUT Future GA GALV GS GFI GL G5 GYP SD 1415 HC 14DSD HDCP HDWD HDWR 1 HVAC HYD NSUL NT NV SOL JAN J ST T LAY LS MAIL MAX MECH MET MFR MISC MO uC NTS P PP PR PRY PSF PT PTS G2T QTY Gauge, Gage Ga IvanizecT Grab 1 General Contractor Ground Fault Interrupt Glass, Glazinq Gallons per luTinute Gypsum Wallboard Gypsum Board I-lose Bib Hollow Core Hardboard Handicapped Hardwood Hardware Hollow Metal 1-lour Height 1- lealin /Venti lating,q and Air Conditionals Hot Wa ter Hydrant Inside Diameter Insulation Interior Invert Isolation (Joint) Janitor Joist Joint Lavatory Pound Ma feria 1 Maximum Mechanica I Meta 1 Manufacturer Manhole Minimum, Minute Miscellaneous Masonry Opening Not Applicable Not in Contract Not to Scale OC On Center Ol4 Overhead OPNG Opening OPP Opp PART Partition PART BD Particle Soard PBLG Plumbing PLF Lbs pe Linea 1 Foot Plast Laminate Plate Plywood Power Pole Pa 11 Power Roof Vent lator Line er Square Foot Lbs er Squar Inch Pa in Plywood this Side Polyvinyl Chloride Quarry Tile Quantity R Radius, Riser RA Return Air RD Roof Drain REF Reference REFG Refrigqerator REG Re is'ter REINF ReTforce (ang) (ed) REQ Required RET Return REV Reversed RM Room RO Rou h Opening ROW Right -of -Wa RTU Rooftop Unif RV Roof Vent RWL Rain Water Leader SD Soap Dispenser SECT Section SF Square Foot SiM Similar SLNT Sealant SND Sanitary Napkin Dispenser SNR Sanitary Napkin SPEC Specification (s) SQ Square SS Service Sink STL Steel STRUC Structure (al) SYST System T/o To of TS Toluel Bar TD Towel Dispenser TELE Telephone TEMP Temperature TFE Top of' Ftg Elev THRES Threshold TPH Toilet Paper Holder TRANSF Transformer TV Television TYP Typica I UNO UTIL VCT VAV VERT VWC w/ w/o WC WDW WP WR WSCT WWF YD L Unless Noted Otherwise Utf lity Vinyl Composition Tile Variable Air Volume vertical (Iy) Vinyl WaII Covering With Without Water Closet Wood Window Waterproof, (ins) Water Resistive Wa inscot Weight Welded Wire Fabric Yard Angle Diameter SHEET INDEX KEY • = ISSUED = REVISED AND REISSUED REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. General G001 G002 G003 G004 G005 0006 A101 A201 A301 A401 A901 1101 M101 M102 M201 M202 M301 M302 M303 E101 E102 E201 E301 E302 SEPARATE PERMIT REQUIRED FOR: Plumbing Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Mar review approval is select to net of of any �, Receipt vision � approved O . is f Fie an d � , ; 1' 1 City at Tukwila BUILDING DIVISION Cover Sheet- Project Information Site Plan & General Notes Responsibility Schedule & Vendor List Specifications Specifications Specifications Architectural Architectural, Demolition and Exiting Plans Reflected Ceiling Plan, Door Schedule and Details Sections, Partition Types & Details Storefront Elevations, Enlarged Restroom Plans and Elevations Interior Elevations & Details Fixture Plan & Finish Plan Mechanical /Electrical Mechanical Plan Plumbing Plan Mechanical Details & Schedules Plumbing Details & Schedules Mechanical Specifications Mechanical & Plumbing Specifications KEY PLAN: (N.T.S.) SOLSTICE SUNGLASS BOUTIQUE 201, SOUTHCENTER MALL, TUKWILA, WA 98188 NORTH 1� �"pIN+� ►".a.. pf Tukw1►a Plumbing Specifications Electrical Power Plan Electrical Lighting Plan & Schedule Electrical Schedules, Legends & Diagrams Electrical Specifications Electrical Specifications CITY SUBMITTAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects. Ltd. with Terry Wobken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For s o LS10E Drawn By Date WED s ° ir s"' TY , =;r+C Checked By MW 04.01.07 w�- Project No. 1 688.005.02 Copyright RSP Architects 2003. All rights reserved. 480.889.2000 480.889.2099 fax www.rsparch.com NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied. duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. DOS COVER SHEET PROJECT INFORMATION GO 1 mac sis SITE PLAN: 201, SOUTHCENTER TUKWILA, WA 98188 SITE PLAN NTS SLAM IIME IMP AREA OF WORK Mai MAME 4 PROJECT NORTH EXIT NOTES FOR LOCKING INDICATOR DEVICES THAT ARE USED FOR THE MAIN EXIT IN N OCCUPANCIES, SPECIFY A NOTE OVER THE DOOR IN I" HIGH LETTERR5 ON A CONTRASTING BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO COMMENCING WITH THE WORK ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. DO NOT SCALE THESE DRAWINGS. 2. ALL CONSTRUCTION 51-TALL BE COMPLETED IN ACCORDANCE WITH CONSTRUCTION PRACTICES, CURRENT CITY BUILDING AND SAFETY CODES AND STANDARDS SET FORTH BY THE STATE REGISTRAR OF CONTRACTORS. 3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WIN THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS_ 4. THE GENERAL CONTRACTOR SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS_ AFTER CONSTRUCTION 15 COMPLETE, THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN -UP. 5. ALL PENETRATIONS OF HRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WIN APPROVED HRE ASSEMBLIES. 6. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT (AD.A.), INCLUDING ANY AMENDMENTS ENFORCED BY LOCAL GOVERNING AGENCIES. 1. THE GENERAL CONTRACTOR 5I -TALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEM. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING: DEVICES IN FIRE RATED CONSTRUCTION. S. PROVIDE PEDESTRIAN PROTECTION BARRICADES AND /OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES, THE LANDLORD, AND AS NECESSARY FOR PEDESTRIAN SAFETY. 9. SIGNAGE FOR BOTH EXTERIOR AND INTERIOR REQUIRES SEPARATE PERMIT AND APPROVAL. 10. NE CONTRACTOR SHALL VISIT NE PROJECT SITE AND BECOME FAMILIARIZED WITH ALL OF THE CONDITIONS AFFECTING NE CONSTRUCTION OF THIS PROJECT_ IL PORTABLE FIRE EXTINGUISI -IERS 5I -1ALL BE PER NFPA $10, 2 -At 104 -5, C RATED MINIMUM. PROVIDE A MINIMUM OF ONE FIRE EXTINGUISHERS_ 12. EVERY EXIT DOOR SHALL BE ABLE TO OPEN FROM INSIDE WITHOUT NE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED, UN.O. 13. ALL EXPOSED ELECTRICAL OR MECHANICAL EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 14. ALL MATERIAL AND EQUIPMENT EXPOSED TO PUBLIC VIEW SHALL BE PAINTED OR FINISHED AS DIRECTED BY THE ARCHITECT. FIRE SPRINKLER NOTES 1. GENERAL CONTRACTOR SHALL REPAIR/REPLACE, AS DIRECTED BY THE OWNER, ANY EXISTING SURFACES, MATERIALS, FIXTURES, OR EQUIPMENT NOT DESIGNATED AS PART OF THIS WORK, THAT MAY HAVE BEEN DAMAGED BY THE GENERAL CONTRACTOR THEIR SUB - CONTRACTORS OR SUPPLIERS. 2. FIRE PROTECTION FLANS (SPRINKLER DRAWINGS) MUST BE ENGINEERED AND WET SEALED BY A LICENSED REGISTERED FIRE PROTECTION ENGINEER IN NE STATE OF WHICH WORK 15 BEING PERFORMED. 3. TENANT IS LIABLE FOR COMPLIANCE WIN ALL REQUIREMENTS OF LANDLORD'S FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS. 4. FIRE SPRINKLER HEAPS ARE TO BE FULLY RECESSED IN HARD OR ACOUSTICAL CEILINGS. HAZARDOUS MATERIALS — REVIEWED CODE COMPLIANCE APPROVED JUL 0 7 2000 City Of Tukwila TIDING D ION D � X77 I. IT IS THE RESPONSIBILITY OF NE TENANT AND NE TENANT'S CONTRACTOR(S), WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WIN ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. NE TENANT SHALL NOT PERMIT THE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES IN ANY COMPONENT OF THE PREMISES DURING ITS TENANCY. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification Location Project For Date 480.889.2000 480.889.2099 fax www.rsparch.com RSP Architects. Ltd. with Terry Wohken Washington No. 6634 201 Southcenter Mall Tukwila, WA 98188 Westfield Southcenter Drawn By Ty Checked By MW oFE1 y,l: vn `iS Project No. 1688.005.02 04.01.07 ® Copyright RSP Architects 2003. All rights reserved. SITE PLAN & GENERAL NOTES NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited. in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. G002 RESPONSIBILITY SCHEDULE CONSTRUCTION DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. IF THE GENERAL CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND THE CONSTRUCTION DOCUMENTS, NOTIFY OWNER OR ARCHITECT PRIOR TO SUBMITTING BID. ANY DISCREPANCIES. ITEM DOES NOT APPLY EXISTING L.I. GC OWNER FAX CELL HS1N2lfld TIVISNI FURNISH INSTALL FURNISH INSTALL REMARKS PREPARATION A. PERMITS X B. TEMPORARY UTILITIES X X 2771 Rutherford Road Concord Ontario C. PROFESSIONAL CLEANING Don Sanderson 905.695.3016 416.428.9209 X X D. CERTIFICATE OF OCCUPANCY X Music Vendor DMX 300 W. Main Street Northboro E. TRASH REMOVAL 01532 Scott W. Alden 508.439.5031 508.393.5137 X scott.alden@bmxmusic.com Security - ADT Tyco /ADT 10 Research Parkway Wallingford CT 06492 Tim Lynch 203 -741 -4159 203- 783-4990 203- 824 -2672 timlynch@adt.com Stockroom Shelving PiPP Mobile Storage )121OM 311S A. SELECTIVE DEMOLITION MI 49544 Lori Bickel 800- 234 -7477 X Ibickel @pippmobile.com AS REQUIRED FOR CONSTRUCTION PREP B. TEMPORARY BARRICADES X G.C. TO CONFIRM WITH LANDLORD IF REQUIRED C. ROOF PATCHING X X AS REQUIRED FOR MECHANICAL AND PLUMBING Sign Vendor Colite International 229 Parson Street West Columbia SC 29171 Christopher Zammiello 1 -800 -760 -7926 803 - 926 -8412 czammiello @colite.com Linda Bull Ext. 8134 (bull @colite.com Lighting Vendor Specialty Store Lighting 35 Industrial Park Road Centerbrook CT 06409 Mitch Dennis 860 -767 -0110 DEMISING WALL A. MASONRY BLOCK WALL X B. METAL STUDS X Stone Vendor Stone Source 215 Park Ave. South New York NY 10003 BY LANDLORD C. GYPSUM WALL BOARD 212 -979 -6989 brant @stonesource.com X X APPLY TO TENANT SIDE ONLY D. TAPING AND SPECKLING PREPARATION X X 5885 East Old Pekin Road Pekin IN E. FIREPROOFING Dave Robertson 888 - 305 -4495 812- 967 -3252 X X F. SOUND ATTENUATION INSULATION X X Sanfoot Vendor Wall Resources 146 E. Coronado Rd. #39 G. SERVICE DOORS X 85004 Judy Kelly 602- 577 -9566 888- 322 -3772 judy.kelly @earthlink.net E. NEUTRAL PIERS X PATCH AND REPAIR AS NECESSARY INTERIOR WALL A. METAL STUD Middlebury VT 05753 Tim Robinson X X trobinson @durasol.com ADD FURRING TO DEMISING WALLS B. GYPSUM WALL BOARDS X X C. TAPING AND SPECKLING PREPARATION X X D. DOORS, FRAMES & HARDWARE X X E. BLOCKING AND REINFORCING X X APPLY TO FURRING STUDS UNDER 1 LAYER GYP. BD. STOREFRONT A. STOREFRONT FRAMING X X B. STOREFRONT TILE FLOOR AND BASE X X PROVIDE METAL PTE STRIP AT MALL TILE FLOOR C. STOREFRONT GLASS & METAL COMPONENTS X X D. STOREFRONT SECURITY GRILLE X E. GRILLE POCKET DOORS X F. ALUMINUM TRIMS X X G. GLASS FILMS X X SEE SPECIFICATIONS 0 Z J W V A. GYPSUM BOARD CEILINGS X X B. STOCKROOM ACOUSTICAL TILE X X C. REST ROOM ACOUSTICAL TILE X X FLOOR CONSTRUCTION A. CONCRETE SLAB VAPOR BARRIER X B. SAW CUTTING. CORE DRILLING. TRENCHING & PATCHING OF CONCRETE SLABS X X CORE DRILL FOR ELEC/TELE/DATA AT CASH WRAP - LANDLORD APPROVAL REQUIRED PRIOR TO 7C-RAY' C. FLASH PATCH AND LEVELING X X AS REQUIRED DURING CONSTRUCTION, D. MEMBRANE WATER PROOFING AT TOILET X X E. CEMENT FILL AT SLAB X X MILLWORK/FINISHES A. MALL FLOOR FINISH X B. ENTRY MAT X C. SALES AREA WOOD FLOOR X X D. SALES AREA TILE FLOOR X X E. VCT /SHEET VINYL X X VCT AT STOCK ROOM F. WOODBASE/MILLWORK X X G. ALL PAINT x X SEE FINISH SCHEDULE ' RIB /Tl~11UCn n DE CCM r N f APPROVED 1 SIGNS A. STOREFRONT SIGN X X SEPARATE PERMIT REQUIRED i B. PIN MOUNTED INTERIOR SALES SIGN X X G.C. TO PROVIDE BACKING II I I 0 7 9f(18 7 C. H.C. TOILET SIGN X X I. is D. STOREFRONT BLADE SIGN X X SEPARATE PERMIT REQUIRED A. SOUND SYSTEM WIRING X X City p Of Tukwila � pp ��jj }� Bui SIN311 'OSIW B. CASH WRAP COMPUTER DATA SYS & WIRING X X e N. rtrist6 ri C. SECURITY SYSTEM & WIRING X X D. SENSORMATIC X E. FIRE ALARM AND WIRING X X F. CCTV SYSTEM & WIRING X X G.C. TO COORDINATE WITH OWNERS VENDOR ELECTRICAL A. ELECTRIC CONDUIT TO SPACE X X LANDLORD PROVIDES ONLY ELECTRICAL CONDUIT AND PULL STRING. THE FEEDER WIRES ARE BY TENANT AT TENANTS EXPENSE. B. ELECTRIC WIRE TO SPACE X X C. METER BASE /SOCKET X D. GENERAL ELECTRICAL WIRING X X E. TELEPHONE CONDUIT AND PULL STRING X X F. TELEPHONE SERVICE HOOK- UP/WIRING X X G. LIGHT FIXTURES. LAMPS & EXIT SIGNS X X H. WIRE VAV X X 3VAH A. AC SYSTEM X X REFER TO MECHANICAL DRAWINGS B. MISC. STEEL X X AS REQUIRED FOR DUCT SUPPORT /CEILING STRUCTURE/SEISMIC C. DROPS AND HEADS X X D. MECHANICAL CONTROL X X E. DUCTWORK, DAMPERS, GRILLES X X F. TOILET ROOM EXHAUST. DUCT & FAN X X G. SMOKE EXHAUST, DUCT & FAN X X G.0 TO CONFIRM IF OTHER REQUIREMENTS FOR BLDG SYSTEM H. VAV BOX X X G.0 TO PROVIDE NEW PER LANDLORD I. CHILLED WATER PIPING X G.C. TO CONFIRM IF ANY ADJUSTMENTS ARE REQUIRED. PLUMBING A. SANITARY STUB TO SPACE X X B. VENT PIPE TO SPACE. X X C. COLD WATER TO SPACE X X 0. INSTANTANEOUS WATER HEATER X X E. GENERAL PLUMBING AND PIPING X X F. PLUMBING FIXTURES X X MEET ADA REQUIREMENTS G. WATER PROOFING X X FIRE PROTECTION A. SPRINKLER TO MAIN SPACE X B. SPRINKLER BRANCH X X G.C. MUST USE APPROVED SUB - CONTRACTOR C. DROPS AND HEADS X X G.C. TO RELOCATE AS REQUIRED D. METHANE DETECTION SYSTEM X E. FIRE EXTINGUISHER X X PROVIDE 2 MINIMUM AS DIRECTED BY FIRE MARSHALL F. AUDIO AND VISUAL ALARMS X X G. SMOKE DETECTORS (DUCT) X X H. SMOKE DETECTORS (ROOM) X X FIXTURES & FURNITURE A. CASH WRAP X X B. STOCKROOM WORK SURFACE X X ASSEMBLE AND SET C. SALES & FIXTURES X X ASSEMBLE AND SET D. HARDWARE GENERAL X X FASTENERS AND MISCELLANEOUS ITEMS AS REQUIRED E. STOCKROOM SHELVING X X F. MIRRORS X X G. LIGHT BOXES X X G.C. TO COORDINATE WITH ELECTRICAL. CATEGORY COMPANY NAME STREET CITY STATE ZIP CONTACT PHONE FAX CELL EMAIL Fixture Contractor IDX Toronto 2771 Rutherford Road Concord Ontario L4K 2N6 Don Sanderson 905.695.3016 416.428.9209 don.sanderson ac7idxcorporation.ca Music Vendor DMX 300 W. Main Street Northboro MA 01532 Scott W. Alden 508.439.5031 508.393.5137 scott.alden@bmxmusic.com Security - ADT Tyco /ADT 10 Research Parkway Wallingford CT 06492 Tim Lynch 203 -741 -4159 203- 783-4990 203- 824 -2672 timlynch@adt.com Stockroom Shelving PiPP Mobile Storage 2966 Wilson Drive, NW Walker MI 49544 Lori Bickel 800- 234 -7477 616 -791 -9916 Ibickel @pippmobile.com Ext. 4042 Sign Vendor Colite International 229 Parson Street West Columbia SC 29171 Christopher Zammiello 1 -800 -760 -7926 803 - 926 -8412 czammiello @colite.com Linda Bull Ext. 8134 (bull @colite.com Lighting Vendor Specialty Store Lighting 35 Industrial Park Road Centerbrook CT 06409 Mitch Dennis 860 -767 -0110 860- 767 -5008 and @sslighting.com Stone Vendor Stone Source 215 Park Ave. South New York NY 10003 Brant Abrams 212 - 979 -6400 212 -979 -6989 brant @stonesource.com Wood Flooring Vendor Mould -Rite Inc. 5885 East Old Pekin Road Pekin IN 47165 Dave Robertson 888 - 305 -4495 812- 967 -3252 mr @wcrtc.net Sanfoot Vendor Wall Resources 146 E. Coronado Rd. #39 Phoenix AZ 85004 Judy Kelly 602- 577 -9566 888- 322 -3772 judy.kelly @earthlink.net Awning vendor Durasol Awnings 1232 Exchange Rd., Middlebury VT 05753 Tim Robinson 800 - 444 -6131 802 - 388 -9625 trobinson @durasol.com GENERAL NOTES 1. UNLESS SPECIFICALLY STATED IN TI415 5CI4EDULE, THE ENTIRE SCOPE OF WORK REPRESENTED IN THESE CONSTRUCTION DOCUMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR 2. REFER TO SPECIFICATIONS ON SHEETS G004, G005 AND G006. 3. IF NE GENERAL CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND THE CONSTRUCTION DOCUMENTS, NOTIFY NE OWNER PRIOR TO SUBMITTING A BID FOR NE WORK ANY DISCREPANCIES NOT CLARIFIED SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THIS PROJECT 15 SUBJECT TO THE TERMS AND CONDITIONS STIPULATED IN THE "TENANT DESIGN CRITERIA MANUAL" FOR THE MALL. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS. S. THE GENERAL CONTRACTOR SHALL COMPLETE THE "TENANT CRITERIA MANUAL" A5 REQUIRED BY LANDLORD. 6. THE CORE AND SHELL CONTRACTOR 15 USING 3M FIRE BARRIER CP 251.0.CAULK FOR ALL FIRE RATED OPENINGS AND PENETRATIONS AND MK -6 /14Y MONOKOTE FIREPROOFING OR STRUCTURAL STEEL. CONTACT: SPECIALTY FIRESTOP SYSTEMS 1006 5E CLINTON STREET PORTLAND, OR 91202 -2550 LIST OF VENDORS RESPONSIBILITY SCHEDULE z RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wohken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Drawn By Ty Checked By MW Date 04.01.07 OF Ti 9F, . N A 21 Project No. 1688,005.02 Copyright RSP Architects 2003. All rights reserved. RESPONSIBILITY SCHEDULE & VENDOR LIST 480.889.2000 480.889.2099 fax www.rsparch.com NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. 6003 SPECIFICATIONS DIVISION 1 - GENERAL REOUIREMENTS SECTION 01002 - BASIC REQUIREMENTS 1.01 GENERAL A. The following abbreviated specifications are a listing of products/systems only, with their respective accessories. " General" and "Execution" language typically associated with the CSI 3 -part specification format has been omitted. Quality control, installation procedures and tolerances normally associated with each trade will, however, be expected. 1.02 DEFINITIONS A. Approved: Where used in conjunction with Architect's response to submittals, requests, applications, inquiries, reports and claims by Contractor, the meaning of the term "approved" will be held to limitations of Architects' responsibilities and duties as specified in General and Supplementary Conditions. In no case will "approval" by Architect be interpreted as a release of Contractor from responsibilities to fulfill requirements of Contract Documents. B. By Owner: Items that will be ordered, paid for and shipped to Project by Owner. Contractor to receive, unload, unpack or uncrate, protect, move into place, install and connect these items as specified or indicated in the Contract Documents. C. Directed, Requested, Etc.: Where not otherwise explained, terms such as "directed ", "requested ", "authorized ", "selected ", 'Yequired ", "accepted ", and "permitted ", mean "directed by Project Manager ", etc. However, no such implied meaning will be interpreted to extend Project Manager's responsibility into Contractor's area of construction and responsibility. D. Provide: Furnish, install and connect, complete and ready for intended use, except as defined in greater detail E. Furnish: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, etc., as applicable, except as otherwise defined in greater detail. F. Indicated Cross - reference to graphics, notes or schedules on Drawings, to other paragraphs or schedules in specifications, and to similar means of recording requirements in Contract Documents. Where terms such as "shown ", "noted ", "scheduled ", and "specified" are used in lieu of "indicated ", it is for the purpose of helping reader locate cross - reference, and no limitation of location is intended except as specifically noted. G. Install: Operations at Project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations, as applicable in each instance, except as defined in greater detail. IL Installer. The entity (person or firm) engaged by Contractor, Subcontractor or Sub - subcontractor for performance of a particular unit of work at Project site, including installation, erection, application and similar required operations. Installers are required to be experienced in operations they are engaged to perform. I. Not In Contract (N.I.C.): Products not in the Contract, but which may require provisions in the construction for future installation by Others. J. Project Site: The space available for the performance of the work, either exclusively to the Contractor or in conjunction with others performing work as part of the project K Provide: Furnish and install, including without limitation, labor, materials, equipment, transportation, services, and other items required to complete referenced tasks. L. Product: Materials, systems, and equipment incorporated in or to be incorporated in the Project M. Replace and Provide New: Remove existing items, furnish and install new items in their place. N. Reuse: Remove items and store, reinstall stored items as indicated. 0. Work Construction and services required by Contract Documents, whether completed of partially completed, and includes labor, materials, equipment and services provided or to be provided by Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.03 CONTRACTOR USE OF PREMISES A. Contractor shall verify with the Landlord the locations of base building utilities and services. Contractor shall coordinate scheduling for deliveries, handling of materials, equipment and debris with the Landlord. B. Cooperate with Landlord in scheduling, executing Work and Site usage. Confine operations and storage of material to areas assigned by Landlord. C. The existing adjacent buildings will be occupied and open for business during construction. Coordinate use of premises under direction of the Landlord Conduct operations to permit public access to existing buildings. Maintain public walks, driveways, and entrances in safe condition, free of equipment, material and debris. Notify Owner as far as possible in advance of commencement of work which would interfere with use of existing buildings. D. Cleaning During Construction: Control accumulation of waste materials and rubbish on a continuous or daily basis. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. E. Construct Work in stages to accommodate Owner's occupancy requirements during the construction period coordinate construction schedule and operations with Owner. 1.04 WORK ON OTHER PROPERTY A. Correct damage to existing property on or adjacent to Site, including, but not limited to, lawns, walks, pavements, roadways, structures, and utilities cut or damaged by construction and not designated for removal, relocation, or replacement during construction. 1.05 COORDINATION A Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various Sections having interrelated responsibilities for equipment installation, connections and placing in service. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagramatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practicable; make nuns parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, maintenance, repairs and Owner's fixtures and equipment D. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. 1.06 OVERLAPPING AND CONFLICTING REQUIREMENTS A. Contractor shall visit the site and familiarize himself with all existing conditions and verify all dimensions and conditions of the Drawings. Notify the Landlord and Architect regarding discrepancies before proceeding with the work affected. B. Where compliance with two or more standards or requirements is indicated, and where overlapping requirements establish different or conflicting levels of quality; the most stringent, (and generally the most expensive), requirement is intended, and will be enforced unless written approval is granted otherwise by the Architect C. During Construction Refer to Landlord for resolution conflicting requirements and uncertainties as to which level of quality is more stringent, and receive written clarification from Landlord and/or Architect before proceeding with questioned work. SECTION 01300 - SUBMITTALS 1.01 SUBMITTAL PROCEDURES A. Deliver submittals to Architect addressed as follows: B. Submittal Schedule: Section Product/Svstem Submittals 04730 08110 08400 08450 08710 08800 09300 09510 09650 09680 09900 09955 10800 C. D. RSP Architects Ltd. 502 South College Avenue, Suite 203 Tempe, Arizona 855281 Attention T.C. Kho Key: PD - Product Data SA = Samples SC = Schedule SD = Shop Drawing E. Shop Drawings: Simulated Stone Veneer SD, PD, SA Steel Doors and Frames PD, SD Storefront/Window Systems SD, PD, SA AU Glass Entrance Doors PD, SA, SD Hardware Glazing Tile Suspended Acoustical Ceilings Resilient Flooring Carpeting Painting Wall Coverings Toilet Accessories SD SD SA PD, SA PD, SA PD, SA PD, SA PD, SA PD, SA PD Submittals received from sources other than through Contractor's office, and which do not have Contractor's executed review and approved marking, will be returned "without action ". Do not allow submittals without appropriate final "action" markings by Architect to be used in connection with the Work. 1. Submit in the form of one reproducible transparency and two opaque reproductions. Opaque copies of reproductions will be retained by Architect and the transparency returned to Contractor. F. Product Data: 1. Submit two copies to be retained by the Architect. Submit to the Contractor, one copy for Project Record Documents, two copies for Operation and Maintenance Manuals and any additional copies which the Contractor requires. G. Samples: 1. Submit the number specified in respective Specification section; one will be retained by Architect. Reviewed samples which may be used in the Work are indicated in the Specification Section. 2. Submit full range of manufacturers' standard colors, textures, and patterns for Architect's selection, where required by individual Specification Sections. H. Contractor Review: 1. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents. 3. Do not fabricate products or begin work which requires submittals until return of submittal with Architect's "approval ". I. Architect Review: 1. Architect will review shop drawings, product data, and samples and will endeavor to return submittals within ten days from receipt. 2. Submittals will be reviewed with the following actions: a- "Approved ": Indicates that Submittal is in general conformance with the design intent of the Contract Documents. Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Submittal. b. "Approved as Noted ": Indicates Submittal is approved as defined above, subject to noted corrections. c. "Revise and Resubmit ": Indicates unspecified material, insufficient information, unapproved system or similar inadequacies. Additional information must be revised and resubmitted before Submittal will be approved J. Re-submittals: 1. Submittals not "approved" by Architect will be returned to the Contractor for further action. 2. Make re- submittals under procedures specified for initial submittals; identify changes made since previous submittal. 1.02 PRODUCT OPTIONS AND SUBSTITUTIONS A. Products specified by naming several manufacturers and, where applicable, sample products: Provide products of named manufacturers meeting specifications; no options, no substitutions allowed. B. Products specified by naming only one manufacturer: No options, no substitutions allowed. C. Substitutions will not be considered when indicated on Shop Drawings or Product Data submittals without separate formal request, when requested directly by subcontractor or supplier, or when acceptance will require substantial revision of Contract Documents D. Project Manager and Architect will determine acceptability of any and all substitutions. Substitute products shall not be ordered or installed without written acceptance. SECTION 01400 - QUALITY CONTROL 1.01 GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. B. Workmanship: 1. Comply with industry standards and manufacturer's instructions, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship 2. Perform work by persons qualified to produce workmanship of specified quality. 3. Secure products in place with positive anchorage devices designed and sized to withstand reasonable stresses, vibration and racking. C. Installer's Examination of Conditions: D. Manufacturers 'Instructions: SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.01 ELECTRICITY, POWER AND LIGHTING A. Provide service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. B. Lighting: Provide lighting for construction operations. C. Permanent power and lighting devices and fixtures may be used during construction under the following conditions: D. E. 2. Apply Contractor's stamp, signed or initialed, and dated, indicating review, verification of products, field dimensions and field construction criteria, and coordination of information with requirements of Work and Contract Documents. Notify Architect in writing at time of submittal of any deviations from requirements of Contract Documents. 1. Installer of each unit of work shall examine substrate to receive work, and conditions under which work will be performed, and report in writing to Architect unsatisfactory conditions. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 1. Comply with instructions in full detail, including each step in sequence, except where more stringent requirements are indicated in Contract Documents. Should instructions conflict with Contract Documents, request clarification from Architect before proceeding. Obtain written agreement with Owner establishing start of warranty and conditions of use. Replace plates, devices, equipment, wiring or fixtures damaged during construction. Costs: 1. Obtain and pay for permits and inspections. 2. Obtain and pay for temporary easements across property other than Owner's. 3. Pay for installation, operation, maintenance, and removal of equipment and restoration of permanent equipment used. 4. Pay costs of energy consumed. 1.02 HEAT AND VENTILATION A. Maintain temperature, humidity, and ventilation in enclosed areas to provide specified ambient conditions for Work; to cure installed materials, to prevent condensation, and to prevent accumulations of dust, fumes and gases. B. Prior to use of permanent system for temporary purposes: I. Obtain written agreement with Owner establishing start of warranty and conditions of use. 2. Verify installation is approved for operation. 3. Verify system is complete with all utility connections and safety devices. 4. Verify automatic controls operational. 5. Verify temporary filters are in place. C. After Substantial Completion replace temporary filters with new, clean, filters. 1.03 BARRIERS A. Provide as required to prevent public entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. 1.04 ENCLOSURES A. Provide temporary weather -tight closures of openings in exterior surfaces to provide acceptable working conditions and protection for materials, to allow for temporary heating, and to prevent entry of unauthorized persons. 1.05 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage B. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. Protect finished floors from traffic, movement of heavy objects, and storage. 1.06 SECURITY A. Contractor shall at all times be responsible for tools and construction equipment 1.07 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; periodically dispose of off site. B. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. 1.08 FIRE EXTINGUISHERS A. Comply with all requirements of local regulatory agencies for protection of persons and property. 1.09 REMOVAL A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion inspection. B. Clean and repair dams • e caused by installation or use of temporary facilities. 1.10 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight enclosures;maintain within temperature and humidity ranges required by manufacturer's instructions. B. Limit use of premises for Work and for construction operations, to allow for Owner occupancy and work by separate contractors. SECTION 01600 - MATERIAL AND EQUIPMENT 1.01 OWNER SUPPLIED PRODUCTS A. Install all designated products purchased and supplied by the Owner as indicated on the Drawings. B. Include hookup, rough -in., blocking, preparatory work and anchorage devices for Owner.-supplied items, where specified in Specifications, or indicated on Drawings. C. Convene a pre - installation conference one week prior to installation of Owner.-supplied products and fixtures. 1. Require attendance of Contractor, Owner,. and parties directly affecting work of these fixtures. 2. Review conditions of installation, installation procedures, and coordination required with related work. D. Owner's Responsibilities: 1. See "Responsibility Schedule" on Sheet G003. 2. Coordinate delivery with Contractor to ensure sufficient manpower and storage space available to accommodate shipment. 3. Provide copies of Purchase Orders or other documentation to Contractor on a timely basis as notification of delivery. E. Contractor's Responsibilities: 1. See "Responsibility Schedule" on Sheet G003. 2. Coordinate Schedule and Responsibilities with all Vendors on Vendor List. 3. Receive and unload products at site; inspect for completeness and damage 4. Deliver copies of Bills of Lading and other information furnished with delivery immediately upon receipt to Owner, stating amount and condition of all items received. 5. Notify Owner and Vendors immediately of any discrepancies in amount, or damaged products. 6. Accept responsibility for all received items after acknowledgement of receipt 7. Handle and store products. 8. Inspect site and materials in advance to avoid "call- back" situations. 9. Coordinate with affected trades. 10.Include hook -up, rough -in, blocking, preparatory work and anchorage devices where applicable. 11.Install and finish unfinished products as indicated on the Drawings. 12.Repair or replace items damaged by work of Contractor's installation. F. Owner will occupy areas of the building prior to Substantial Completion. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. SECTION 01700 - PROJECT CLOSEOUT 1.01 SUBSTANTIAL COMPLETION CLOSEOUT PROCEDURES A. Prior to inspection for Substantial Completion perform Final Cleaning under provisions of this Section. B When Contractor considers Work is Substantially Complete, submit written notice to Owner, accompanied with or preceded by Substantial Completion, submittals as follows: 1. Occupancy Permits and other similar approvals by governing authorities, assuring Owner's full access and use of completed Work. 2. Warranties under provisions of this Section. 3. Keys and Keying Schedule under provisions of Section 08710. Submit direct to Owner. 4. Test/adjust/balance records, meter readings, start -up performance reports, and similar change over information. 5. Advice to Owner on coordination of shifting insurance coverages, including proof of extended coverages as required. 6. Contractor's punch list as defined in the Conditions of the Contract, listing incomplete work recognized as exceptions to Certificate of Substantial Completion. C. Should Architect find Work is defective or not Substantially Complete: 1. Architect will notify Contractor and Owner in writing, listing observed deficiencies. 2. Contractor shall remedy deficiencies and send a second written notice of Substantial Completion. 3. Should status of completion of Work require reinspection by Architect due to failure of Work to comply with Contractor's claims on initial inspection, Owner will deduct the amount of Architect's compensation for reinspection services from final payment to Contractor. 1.02 FINAL COMPLETION CLOSEOUT PROCEDURES A Complete items on Contractor's Substantial Completion punch list, or provide assurance satisfactory to Owner that incomplete work will be completed without undue delay. A. Remove temporary facilities, services, surplus materials, rubbish and similar elements. B. Change over door locks and other provisions for Contractor's access to Owner's property, if applicable. D. When Contractor considers Work is complete, submit the following to Architect 1. Written Certificate of Final Completion, stating: a. Contract Documents have been reviewed. b. Work has been inspected for compliance with Contract Documents. c. Work has been completed in accordance with Contract Documents, and deficiencies listed with Certificate of Substantial Completion have been corrected. d. Equipment and systems have been tested, adjusted and balanced, and are fully operational. e. Operation of systems has been demonstrated to Owner's personnel. f. Work is complete and ready for final inspection. 2. Project Record Documents. 3. Operation and Maintenance Data under provisions of this Section. 4. Spare Parts and Maintenance Materials. 5. Contractor's Affidavit of Payment of Debts and Claims (AIA 0706); proving satisfactorily to Owner that taxes, fees and similar obligations of Contractor have been paid. 6. Contractor's Affidavit of Release of Liens (AIA G706A); providing evidence of payment and release of liens in accordance with Conditions of the Contract. 7. Contractor's Lien Waiver in full amount of Contract Sum. 8. Lien waivers from all subcontractors, sub - subcontractors, and major suppliers to Project legally entitled to file a lien in excess of one thousand dollars ($1000.00) arising out of Work of this Contract and covered by payments, totaling full amount of Contract Sum. 9. Certificates of Insurance for Products and Completed Operations in accordance with Conditions of the Contract. l0,Application for final payment 1.03 FINAL CLEANING A. Execute cleaning prior to inspection for Substantial Completion of the Work. B. Use only materials and methods recommended by manufacturer of material being cleaned. C. In addition to removal of debris and cleaning specified in other sections, clean interior and exterior exposed -to -view surfaces. D. Remove temporary protection and labels not required to remain. E. Clean finishes free of dust, stains, films and other foreign substances. F. Vacuum clean carpeted surfaces. Clean and damp mop, resilient and hard- surfaced floors. G. Clean plumbing fixtures to a sanitary condition. H. Clean surfaces of equipment; remove excess lubrication. Clean permanent filters of ventilating equipment and replace disposable filters when units have been operated during construction. I. Clean light fixtures and lamps. J. Remove waste, debris, and surplus materials from site. Clean grounds; remove stains,spills, and foreign substances from paved areas and sweep clean. Rake clean other exterior surfaces. 1.04 PROJECT RECORD DOCUMENTS A. Maintain at the site for Owner one record copy of: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Proposal Requests. 5. Architect's Supplemental Instructions. 6. Owner's Field Orders. 7. Change Orders and other modifications to the Contract 8. Reviewed shop drawings, product data, and samples. 9. Field test records. 10.Inspection certificates. 11-Manufacturer's certificates. B. Maintain Record Documents in a clean, dry and legible condition. Do not use Record Documents for construction purposes. Label each document "PROJECT RECORD" in neat, large, printed letters. C. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. D. At Contract closeout, deliver Record Documents and samples, signed by Contractor, to Owner under provisions of this Section. 1.05 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 8 -1/2 x 11 inch three -ring side binders with durable plastic covers. Include the following: B. Instruction of Owner Personnel: Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times. For equipment requiring seasonal operation, perform instructions for other seasons within six months. C. Warranties and Bonds: D. Spare Parts and Maintenance Materials: DIVISION 4 - MASONRY SECTION 04730 - SIMULATED STONE VENEER 1.01 SYSTEM DESCRIPTION A. Design Responsibility. The Contractor shall be fully responsible for all shop drawings, fabrication, installation, warranties, certification and submittal procedures. B. Performance Requirements: 1. The component parts shall be properly designed or selected for the application. 2. The installation methods shall be proper and adequate for the conditions of installation and use. C. Simulated Stone Veneer system designed, fabricated and installed to withstand normal loads from wind, gravity, movement of building structure, and thermally induced movement, and to resist deterioration under conditions of normal use including exposure to weather, without failure. D. Connections: Design, detail and fabricate connections of Simulated Stone Veneer system to the building making allowance for fabrication and erection tolerances and for structural deflections from loads. E. Control of Prevent galvanic and other forms of corrosion by insulating metals and other materials from direct contact with non -compatible materials. 1.02 SUBMITTALS A. B. C. D. Procedures: Submit requirements for hot and cold weather protection. E. Simulated Stone Veneer Maintenance: Submit Simulated Stone Veneer supplier's literature or instructions for preventive care and maintenance measures pertinent to the specific Simulated Stone Veneer finishes for normal maintenance and special cleaning procedures. 1.03 SIMULATED STONE VENEER MATERIALS A. Provide simulated stone veneer units, including all special shapes as indicated and require for a complete installation, as manufactured by Cultured Stone - a Division of Owens Coming; P.O. Box 270, Napa, CA; Tel: 800.255.1727, FAX: 707.255.5572, as follows: 1. Cultured Stone Veneer Color/Type: Single Texture - Ledgestone, Southwest (PF- 8019). ACCESSORIES Setting Mortar. 1. Materials and Manufacturers: a. 'Laticrete 4237 Latex Thin -Set Mortar Additive with 226 Crete Filler Powder', Laticrete International, 800 -243 -1788. 2. Material Properties: a. Tension Adhesion Strength 355 lbs. b. Shear Adhesion Strength: 5126 lbs. c. Shear Bond Strength: 500 lbs/in2. d. Compressive Strength: 5000 lbs/in2. e. Service Rating: 1) ASTM C627: Cycles 1 -14. 2) TCA: Extra Heavy. B. Pointing Mortar: 1. Colored pointing mortar as follows: a. '500 Series Grout (Sanded) with 500 Series 'Grout Color' proportion colors as required (final color to match mortar used with Simulated Stone Veneer on the existing Development,), with 8 lbs. of mason's sand mixed to every 25 lb. bag of 500 Series Grout, and use 3701 Latex Additive (non - diluted); Laticrete International, Inc., Bethany, Connecticut, 800 -243 -1788. 1.04 A. C. D. 1. Appropriate design criteria. 2. List of equipment 3. Parts list. 4. Operating instructions. 5. Maintenance instructions ,equipment. 6. Maintenance instructions, finishes. 7. Shop drawings and product data. 8. Warranties. 1. Provide original, notarized copies to Owner, with duplicate to Architect Execute Contractor's submittals and assemble documents executed by subcontractors, suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. 2. Any warranty shall not relieve rights available to Owner under common law or other reserved rights. 3. Provide individual product and system warranties as defined in specification Sections, which may extend beyond Complete Project Warranty period. 1. Provide products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that used for construction of Work. Coordinate with Owner, deliver to Project site and obtain receipt prior to final payment Shop Drawings: Indicate layout, pertinent dimensions, anchorages, reinforcement, opening details, and jointing methods. Submit Manufacturer's installation instructions and field erection or setting drawings. Provide product data on Simulated Stone Veneer units. Samples: Submit samples to the Architect for review prior to constructing job -site mock -ups, delivering materials to the site or commencing the work in this Section in accordance with Dvision 1 Requirements. 1. Simulated Stone Veneer Samples: Provide 2 samples of Simulated Stone Veneer, 8 inches square, to be used on the Project showing range of texture and/or color variations of the exposed surfaces. Units provided to the Project shall match these samples. 2. Mortar Color Samples: Provide (3) 6" long sticks of cured colored pointing mortar. Metal Lath: Expanded metal lath as recommended by the veneer stone manufacturer for installation over cement board substrate. Sealants: Comply with requirements of Section 07900. cure. DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY 1.01 B. MATERIALS Equipment Backing Panels: Plywood, APA A -C, Interior - Exposure 1, Group 2, fire- retardant treated 5/8 in. min. thickness. 1.02 FIRE RETARDANT TREATMENT 1.03 BLOCKING B. Install continuous pieces of longest possible lengths, cut to fit and fully bearing on framing - REVIEWED F OR C., iea:r,.� •s:,� ceRiPLIANCE APPROVED JUL 0 7 2008 City Of Tukwila B IL IN DIVI ION 1.05 SIMULATED STONE VENEER FABRICATION A. Fabricate stonework in sizes and shapes required to comply with requirements indicated, including details on Drawings and final shop drawings. B. Cut external corners to quirk joint profile. Polish interior quirk -miter joints, exterior joints left unpolished. Cut comer joints and edges square and at right angles to face, and with backs parallel to face. Make arrises straight, sharp, true, and continuous at joints. C. Coat back and cavity surfaces of Simulated Stone Veneer with bituminous back coating to surfaces not in contact with mortar. Allow coating to D. Cut Simulated Stone Veneer units to produce pieces of thickness, size and shape indicated or required and within fabrication tolerances recommended by Simulated Stone Veneer manufacturer. 1. Thickness: In accordance with Drawings. 2. Control depth of' Simulated Stone Veneer units and back -check to maintain minimum clearances indicated between backs of Simulated Stone Venner units and surfaces or projections of structural members, fireproofing, back -up walls and other work behind Simulated Stone Veneer. 3. Dress joints (bed and vertical) straight and at 90 degree angle to face, unless otherwise indicated. 4. Cut Simulated Stone Veneer units to produce joints of uniform width and in locations indicated. E. Contiguous Work: Provide chases, reveals, reglets, openings and similar features as required to accommodate contiguous work. F. Finish exposed faces and edges of Simulated Stone Veneer units to comply with requirements indicated for furnish under each type and application of Simulated Stone Veneer required and to match approved samples and field- constructed mock -ups A. Lumber. PS 20; graded in accordance with established Grading rules; of following species and grades: 1. Non - Structural Light Framing (less than 2 in thick): Douglas Fir (WCLIB or WWPA) or Southern Pine kiln dried (SPIB); moisture content 19% maximum at time of dressing "S- DRY", or 15% maximum "MC -15" or "K-D"; graded as follows: a. General framing. Standard and better, or Stud grade. b. Blocking and milers: Up to 2 x 10 in. Utility grade and better, over 2 x 10 in. Construction grade and better. c. General utility purposes: Economy grade. C. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood plain finish for other interior locations; size and type to suit application and in accordance with manufacturer's recommendations. D. Bolts, Nuts, Washers, Lags, Pins and Screws: Medium carbon steel; sized to suit application and in accordance with manufacturer's recommendations; galvanised for exterior locations, high humidity locations and treated wood plain finish for other interior locations. E. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power activated type for anchorage to steel. A. Shop treat and deliver to site ready for installation, wood materials requiring UL fire rating. Provide UL approved identification on treated materials. B. Apply in conformance with AWPA Standard P5, using water -borne preservatives complying with AWPB LP -2 or LP -22. After treatment, kiln -dry to a maximum moisture content of 15 %. A. Fasten wood blocking to framing with fasteners capable of withstanding loads to be applied to blocking. Install blocking for support of items as required. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wohken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Project No. 1 688.005.02 Drawn By TY Checked By MW Date 04.01.07 NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. n Copyright RSP Architects 2003. All rights reserved. 480.889.2000 480.889.2099 fax www.rsparch.com SPECIFICATIONS G0 4 CE SPECIFICATIONS DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07200 - INSULATION 1.01 INSULATION MATERIALS A. Sound Attenuation Insulation: ASTM C665, Type 1, semi -rigid mineral fiber blanket, 1 -1/2" minimum thickness. 1. Johns Manville, Sound - Shield. 2. Owens- Coming Corp., Sound Attenuation Batts. 3. United States Gypsum, Thermafiber Sound Attenuation Blankets. B. Install sound attenuation insulation in partitions according to manufacturer's instructions as indicated on the drawings. SECTION 07900 - JOINT SEALERS 1.01 SEALANT MATERIALS A. SLNT -1: Two - component, non -sag, polyurethane sealant with movement capability of ± 50 percent and conforming to ASTM C920, Type M, Grade NS, Class 25; non - staining. Color: As selected by Architect; provide custom colors as required. 1. Mameco International, "Vulkem 227 ". 2. Pecora Corporation, "Dynatrol II ". 3. Sonnebom Building Products, "Sonolastic NP2 ". 4. Tremco, "Dymeric ". A SLNT -2: Self - leveling, two component, non - staining, non - bleeding polyurethane sealant with movement capability of + 25 percent and conforming to ASTM C920, Type M, Grade P, Class 25. Color. As selected by the Architect 1. Mameco International, " Vulkem 245 ". 2. Pecora Corporation, "Urexpan NR-200". 3. Sonnebom Building Products, "Sonolastic SL2 ". 4. Tremco, "THC- 900 ". A. SLNT -3: One part, non -sag, skinning, paintable acrylic latex sealant capable of + 7.5 percent minimum movement and conforming to ASTM C834. Color: As selected by Architect 1. Pecora Corporation, AC-20. 2. Sonnebom Building Products, Sonolac. 3. Tremco, Acrylic Latex 834. B. SLNT -4: Silicone Sanitary Sealant; ASTM C920, Type S, Grade NS; mildew resistant Color. White. 1. Dow Corning Corporation, "786 Mildew Resistant Silicone Sealant ". 2. General Electric Company, "GE Silicone Sanitary 1700 Sealant ". 3. Sonnebom Building Products, "Omniplus ". C. SLNT -5: Acoustical Sealant Non - hardening, non - skinning acoustical sealant for concealed joints. 1. Tremco, Acoustical Sealant 2. United States Gypsum, Acoustical Sealant. 1.02 PRIMERS A. Non - staining type, as recommended by sealant manufacturer to suit application. 1.03 JOINT BACKING A. Backer Rod: Provide pre - formed, compressible, non - staining, closed cell polyethylene or open cell expanded polyurethane foam rod compatible with the sealant used and acceptable by the sealant manufacturer for the specific application, except as follows: 1. Provide closed cell backer rod with self - leveling sealant (SLNT -1) horizontal applications. B. Provide round rod, size as recommended by manufacturer based on width and depth ofjoint and condition located. C. Do not use joint backing impregnated with oil, tar, or asphalt 1.04 ACCESSORIES A. Joint Cleaner Non - corrosive and non - staining type, recommended by sealant manufacturer, compatible with joint forming materials. B. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. 1.05 SEALANT SCHEDULE A. B. C. Type Location SLNT -1 Exterior wall joints and control joints. Perimeter of storefront and door frames. SLNT -2 SLNT -3 SLNT -4 SLNT -5 DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES 1.01 ACCEPTABLE MANUFACTURERS Ceco Corporation. Curries Mfg. Inc. Steelcraft Mfg. Co. 1.02 STEEL DOORS A Interior Non - Fire -Rated Doors: SDI -100 Grade II, Model 4; minimum 18 gage cold rolled steel sheet complying with ASTM A366; seamless, composite construction; honeycomb core laminated to the inside of both face sheets. 1.03 DOOR FRAMES A. Interior Frames - Welded Frames: Fabricate frames fully welded with corners and stops fully mitred Grind exposed surfaces smooth with no joints anywhere on the frame. B. Provide frames of required throat depth for wall thickness. C. Attach fire rated label to each frame and door unit, where required. 1.04 ACCESSORIES A. Rubber Silencers: Resilient rubber. 1.05 FABRICATION 1.02 FINISHES Joints in floor tilework. Exterior sidewalks adjacent to building Miscellaneous interior joints subject to moderate movement and joints to be painted Joints surrounding plastic laminate counter tops, fixtures and equipment requiring sanitary sealant Joints at sound - proofed partitions. Refer to Section 09250 for installation requirements in gypsum board partitions. A. Fabricate frames with hardware reinforcement plates welded in place. Comply with SDI -100 for minimum hardware reinforcing requirements. Provide mortar guard boxes. B. Prepare frame for silencers. Provide three single rubber silencers on strike jamb for single doors, and two single silencers on frame head at double doors. C. Provide fixed glazing stops on secure side of interior frames. D. Provide floor clips for frames. Provide jamb anchors spaced not over 30" on center for frames. Furnish temporary spreader bars and bracing. E. Thoroughly clean, phosphate treat, and apply one coat of rust inhibitive primer containing at least 50% rust inhibitive pigments. Prime frames under removable glazing stops and prime back side of removable stops. SECTION 08400 - STOREFRONT/WINDOW FRAMING SYSTEMS 1.01 STOREFRONT/WINDOW FRAMING A. Framing System: 2" face dimension x 6" depth, to accept thickness of glazing as indicated on Drawings A. Storefront/Window Systems to be clad with minimum 26 gauge Type 304 stainless steel, No. 4 Satin Finish 1.03 GLASS AND GLAZING MATERIALS A. Glazing Materials: As specified in Section 08800. 1.04 SEALANT MATERIALS A. Sealant and Backing Materials: As specified in Section 07900. 1.05 ACCESSORIES A. Fasteners: Aluminum or non - magnetic stainless steel, warranted by manufacturer to be non - corrosive and compatible with aluminum components. Avoid use of exposed fasteners. Provide matching Phillips flat -head screws for exposed fasteners. B. Glazing Accessories: Manufacturer's standard elastomeric glazing gaskets and setting blocks designed specifically for specified system. 1.06 FABRICATION A. Fabricate frames allowing for minimum clearances and shim spacing around perimeter of assembly. Shop fabricate frame components where possible. B. Rigidly It and secure joints and corners with internal reinforcement Make joints and connections flush, hairline, and weatherproof. C. Develop drainage holes with moisture pattern to exterior. D. Prepare components to receive anchor devices. Fabricate anchorage items. E. Arrange fasteners, attachments, and jointing to ensure concealment from view. F. Prepare components with required internal reinforcement for door hardware. 1.07 SUBMITTALS A. Material and Equipment Submittals: Submit under provisions of Section 01300: 1. Shop Drawings: Include elevations; system and component dimensions; components within assembly; framed opening requirements and tolerances; anchorage and fasteners; reinforcement glass and in fills; detailed door hardware schedule; and affected related work. 2. Product Data: Submit for each item of hardware scheduled for aluminum entrances. 3. Manufacturer's Installation Instructions. SECTION 08450 - ALL GLASS ENTRANCE DOORS A. Glass Doors and Sidelights: Clear tempered glass, 1/2" thick with 4" high, square edge, full top and bottom rails at doors and sidelights. Finish No. 4 Satin Finish Stainless Steel. 1, Falconer Glass Industries, "Type -P" Standard Door. 2. Oldcastle Glass., "Type P ". 1.02 GLASS DOOR HARDWARE SCHEDULE A. Comply with hardware requirements on Sheet A101. SECTION 08710 - HARDWARE 1.01 HARDWARE - GENERAL A. Hardware: All hinges, locksets, latchsets, closers, and wall stops required, shall be as indicated on Sheet A101. B. It is intended that the hardware specified herein be complete for its intended use, and operate as a complete system to satisfy governing codes and requirements. 1.02 ACCESSORIES AND ATTACHMENTS A. Furnish all necessary hardware accessories such as wood or machine screws, bolts, nuts, anchors, toggle bolts, and other fasteners, each of the type, size, material and finish for its intended purpose, and each according to the material to which the hardware is being applied. 1.03 HARDWARE FINISHES A. Provide US26D, unless otherwise indicated. SECTION 08800 - GLAZING 1.01 GLASS MATERIALS A. GL -1 : Clear, tempered etched decorative clear glass conforming to ASTM C1048 Type I, Class 1, q3, Kind FT, horizontally tempered; 1/2" thick. Design consists of a solid sandblast with etch finish on one side of glass only. All sandblasted areas to have factory applied Skyline Etch Sealer. 1. Skyline Design (773 - 278 - 4660). B. C. GL-2: Color Laminated Architectural Glass; two layers of 1/8" thick clear glass conforming to ASTM C1036 Type I, Class 1, q3 laminated with, a thermoplastic vinyl interlayer,%" nominal thickness. 1. Cesar Color, Inc., Chroma Fusion Color Line Architectural Glass, No. CL8836 Sedona Sienna - Translucent GL -3 : Clear Insulated Glass Units; IGCC Class CBA when tested according to ASTM E773 and E774; dual sealed unit with primary polyisobutylene seal, secondary silicone seal. Provide outer and inner lites of 1/4" thick clear glass conforming to ASTM C1036 Type I, Class 1, q3; and a 1/2" airspace; total unit thickness of 1". 1.02 GLAZING ACCESSORIES A. Setting Blocks: Neoprene; 80 -90 Shore A durometer hardness B. Edge Blocks/Shims: Neoprene; 60 -70 Shore A durometer hardness C. Glazing Tape: Preformed butyl compound coiled on release paper; properly sized for application; black/bronze color. Tremco, 440 Tape. D. Glazing Clips: Manufacturer's standard type. 1.03 SUBMITTALS A. Samples: Submit two 12" x 12" samples of each glass unit GL-1 and GL2 for review and approval by Architect prior to fabrication. DIVISION 9 - FINISHES SECTION 09250 - GYPSUM BOARD SYSTEMS 1.01 SYSTEM DESCRIPTION A. Determine the gauge of studs according to stud manufacturer's printed literature. Limit stud deflection to L/240 at 5 psf. 1.02 FRAMING MATERIALS A. Metal Studs and Tracks: ASTM C645; non -load bearing, galvanized sheet steel, "C" shape, punched for utility access, 25 gage unless otherwise required to comply with specified deflection. 1. Dale Industries, Inc., DWS Drywall Studs. 2. Gold Bond Building Products, Gold Bond Screw Studs. 3. Universal Industries, Unimast (USG), CS Channel Stud. B. Metal Suspended Ceiling Main Runners: Cold rolled, 16 gauge steel channels with rust inhibitive painted finish, 1 -1/2 ". 1. Dale Industries, Inc., CRC Cold Rolled Channel. 2. Gold Bond Building Products, Cold Rolled Steel Channel. 3. Universal Industries, Unimast (I.ISG), Cold Rolled Channel. C. Metal Furring Channels: ASTM C645, 25 gage minimum, galvanized steel, hat- shaped, 7/8 ". 1. Dale Industries, Inc., DWC Drywall Furring Channel 2. Gold Bond Building Products, Screw Furring Channel. 3. Universal Industries, Unimast (USG), Metal Furring Channel. D. Non -Fire Rated Double Web Direct Hung Drywall Ceiling System: Including hanger wires, furring runners, furring tees, and cross tees. 1. Chicago Metallic, 640 Furring System. 2. National Rolling Mills, DFR 8000 Drywall Furring System. 1.02 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ASTM C36; 5/8" thick unless indicated otherwise, maximum permissible length; ends square cut, tapered and rounded edges. 1. Georgia - Pacific, G -P Gypsum Board (RE). 2. Gold Bond Building Products, Sta -Smooth Gypsum Wallboard. 3. United States Gypsum, Sheetrock SW Edge Gypsum Panels. B. Fire Rated Gypsum Board: ASTM C36; Type X, UL rated fire resistant type; 5/8" thick unless indicated otherwise, maximum permissible length; ends square cut, tapered and rounded edges. 1. Georgia - Pacific, G -P Firestop (RE). 2. Gold Bond Building Products, Fire Shield Wallboard, Sta- Smooth. 3. United States Gypsum, Sheetrock Firecode "C" Core SW Edge Gypsum Panels. C. Moisture Resistant Gypsum Board: ASTM C630; 5/8" thick unless indicated otherwise, maximum permissible length; ends square cut, tapered edges. 1. Gold Bond Building Products, MR Board. 2. United States Gypsum, Sheetrock WR Gypsum Panels. 1.03 JOINT MATERIALS A. Regular and Fire Rated Interior Gypsum Board Joint Material: Ready mixed, drying type, vinyl based joint material conforming to ASTM C475. 1. Georgia- Pacific, G -P Bedding Compound with G -P Tape, G -P Topping Compound. 2. Gold Bond Building Products, St-Smooth Joint Compound with Q -W Tape, Topping Compound. 3. United States Gypsum, Ready -Mixed Joint Compound - Tapping with Perf A -Tape, Ready -Mixed Joint Compound- Topping. B. Moisture Resistant Gypsum Board Joint Material: Factory prepackaged, job mixed, chemical hardening type joint material conforming to ASTM C475. 1. Georgia- Pacific, G -P Speed Set 90 with G -P Tape. 2. Gold Bond Building Products, Sta -Smooth 90 Joint Compound with Q-W Tape. 3. United States Gypsum, Sheetrock Brand Durabond 90 Joint Compound with Perf -A -Tape. 1.04 ACCESSORIES A. Corner Beads: ASTM C1047, Comerbead, galvanized steel corner bead with 1 -1/4" perforated legs. 1. Clinch -On Products, Comerbead. 2. Gold Bond Building Products, Wall Board Corner Bead. 3. United States Gypsum, Dur -A -Bead No. 103. B. Control Joints: 1. Gold Bond Building Products, E-Z Strip. 2. United States Gypsum, Control Joint No. 93. C. Edge Trim: ASTM C1047, LC Bead, galvanized steel "J"- shaped channel. Q. 1. Clinch -On Products, Inc., U-Bead. 2. Gold Bond Building Products, No. 100 Wallboard Casing. 3. United States Gypsum, 200-A Metal Trim. D. Screws: ASTM C1002. E. Hanger Wire: ASTM A641, soft, Class 1 galvanized. 1.05 INSTALLATION A Install framing in accordance with ASTM C754 and stud manufacturer's printed installation instructions where more stringent requirements are specified. B. Metal stud spacing: 16" on center, unless otherwise indicated. C. Isolate framing system from transfer of structural loading to system, both horizontally and vertically. Provide slip or cushioned type joint to attain lateral support and avoid axial loading. D. Do not bridge building expansion joints with support system. Frame both sides ofjoint E. Blocking: Bolt or screw wood blocking to studs. Wood blocking is required for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, items of finish hardware including wall mounted door stops, and other locations as indicated. F. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work placed in or behind partition flaming. G. Install Ceiling Framing in accordance with ASTM C754. H. Space ceiling main runners 4' 0" oc maximum. I. Space ceiling hangers 4' -0" oc maximum along main runners. Coordinate location of hangers with other work. J. Level main runners to a tolerance of 1/4" in 12' -0 ", measured both lengthwise on each runner and transversely between parallel runners. K. Install ceiling framing independent of walls, columns, and above- ceiling work. L. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 24" past each end of openings. M. Laterally brace entire suspension system. N. Install gypsum board in accordance with GA 216 and with ASTM C 840. O. Erect single layer standard gypsum board in most economical direction, with ends or edges occurring over firm bearing. P. Erect single layer fire rated gypsum board vertically, with edges or ends occurring over firm bearing. Use screws when fastening gypsum board to metal furring or framing Drive screws to provide screw head penetration without breaking the surface paper or stripping the member around the screw shank. R. Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abutts dissimilar materials. 1.05 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes in accordance with GA -216 and joint compound manufacturer's instructions. B. Tape surfaces behind adhesive applied ceramic tile using specified joint compound. Final finishing is not required on joints behind ceramic tile. C. Levels of finishing shall comply with those established by reference in GA -214 except as follows: 1. Provide level 4 gypsum board finish at all locations, unless otherwise indicated. Embed tape in joint compound and apply three separate coats of joint compound over joints, angles, fastener heads, and accessories. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects and ready for decoration. 2. Level 3 Finish: (Not Used). 3. Level 2: For wallboard scheduled to receive ceramic tile, and in exposed spaces not painted. 4. Level 1: For concealed spaces, except where additional finishing is required to achieve fire - resistance rating, sound rating and where acting as an air or smoke barrier, meet Level 2 finishing requirements. 5. Level 0: Not permitted. SECTION 09300 - TILE 1.01 INTERIOR FLOOR TILES A. Ceramic Floor Tile: Porcelain ceramic floor tile , TCA 137.1 Crossville Ceramics, Cross -Sheen (UPS). 1. Size: 18" x 18" x 3/8 ", matte finish. 2. Colon Color Bloc, Sandbox A1101. 1.02 SETTING MATERIALS A. Latex - Portland Cement Mortar (Floors): ANSI A118.4 with liquid synthetic polymer additive. 1. Custom Building Products, Premium Blend Thin Set Mortar with Custom -Flex Ultra - Strength Thin Set Additive. 2. Mapei Corporation, Kerabond with Keralastic additive. 3. TEC, Full Flex . Latex Modified Thin Set Mortar. 1.03 GROUTING MATERIALS A. Epoxy Grout: 1. Laticrete SpectraLOCK, 23 Antique White. 1.04 ACCESSORIES A. Sub -floor Filler. Premixed cementitious paste. Tamms Industries Co., "Thin Patch ". B. Transition Trim: Type 304 stainless steel, "L" shaped edge trim. Provide upstand height as required for tile thickness. 1. Schluter Systems, Inc., Schluter - Schiene -E. C. Self- Leveling Sealant: Self - leveling, two component, non - staining, non - bleeding polyurethane sealant with movement capability of ± 25 percent and conforming to ASTM C920, Type M, Grade P, Class 25. Color As selected by the Architect provide custom colors as required. 1.05 SUBMITTALS A. Submittals: Submit the following under provisions of Section 01300: 1. Samples: Submit samples of tile and grout for final color approval. 2. Mock -up Panel: Mount tile using specified adhesive, on 36" x 36" plywood panel. Mock -up panel to be representative of pattern, color variations, and grout joint size variations expected in final work. 3. Installation Instructions: Submit for adhesives and grouts. 4. Maintenance Data: Include cleaning methods, recommended cleaning solutions, stain removal methods, and polishes and waxes recommended. SECTION 09510 - SUSPENDED ACOUSTICAL CEILINGS 1.01 SUSPENSION SYSTEM A. Grid: ASTM C635, intermediate duty, non -fire rated exposed T, double web, electro - galvanized commercial quality cold rolled steel, pre- painted white satin finish. 1. Chicago Metallic Corp., 200 Series Snap -Grid System. 2. USG Interiors, DX, Exposed Tee System. B. Accessories: Stabilizer bars, clips, splices edge moldings, hold down clips required for suspended grid system. C. Support Channels and Hangers: Galvanized steel; size and type to suit application, to rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1/360. 1.02 ACOUSTICAL TILE A Acoustical Ceiling Tiles : Wet formed, fine textue mineral fiber acoustical panels, standard white painted finish, beveled tegular edge, Noise Reduction Coefficient (NRC) .50, Light Reflectance (LR) .75 or greater, flame spread 25 or less. Size: 24" x 48" x 5/8" thick. 1. Armstrong, "Dune" No. 1773. 1.03 INSTALLATION A. Install system in accordance with ASTM C636 or more stringent requirements specified herein. B. Install system capable of supporting imposed loads to a deflection of 1/360 maximum. C. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. D. Supply hangers or inserts as required for installation to other trades with instructions for their correct placement E. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. G. Locate system on room axis according to reflected plan. H. Laterally support ceiling system with 4 wires, minimum 12 gauge, splayed in four directions 90 deg apart, and connected to main runner within 2 inch of cross runner and to structure above at an angle not exceeding 45 deg from the plane of the ceiling. 1. Place lateral supports 12' -O" o. c. in each direction with the first support located within 4' -0" from each wall. 2. Provide an approved vertical compression strut, fastened to main runner and to a structural member supporting roof above, designed in accordance with ASTM E580. 3. Install 2 inch wall edge molding at perimeter. On two adjacent walls, loose lay unattached main runners and cross tees on edge molding and hold back 3/4 inch from wall. On the other two adjacent walls, attach grid to wall edge molding with pop rivets. Support main runners and cross tees with wire hanger supports 8 inches maximum from walls and install horizontal stabilizer spacers to hold suspension system in place at the unattached main runner ner and cross tee ends. I. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. Support fixture loads by supplementary hangers located within 6" of each corner; or support components independently. J. Do not eccentrically load system, or produce rotation of runners. K. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. L. Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg, prior to installing edge moulding at acoustic partitions. M. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function. N. Lay directional patterned units one way with pattern parallel to longest room axis. Fit border neatly against abutting surfaces. O. Install acoustic units level, in uniform plane, and free from twist, warp and dents. SECTION 09650 - RESILIENT FLOORING 1.01 VINYL COMPOSITION TILE A. Vinyl - Composition Tile: FS SS -T -312, Type IV; 12" x 12" x 1/8 ". A. Armstrong World Industries, Imperial Texture, No. 51811 "Antique White ". 1.02 SHEET VINYL FLOORING A. Vinyl Sheet Flooring: Vinyl Sheet Flooring with fibrous backing manufactured by 72 M. wide, having a nominal total thickness of 0.080 in. The smooth, polyurethane - coated wear surface shall be composed of polyvinyl chloride resin, plasticizers, stabilizers, fillers, and pigments with a nominal thickness of 0.060 in. (1.52 mm) consisting of through -grain vinyl chips with color and pattern detail dispersed uniformly throughout the wear layer thickness. Vinyl sheet flooring shall conform to the requirements of ASTM F 1303, Type II, Grade 1, Class A backing . 1. SV -1: Armstrong, Medinpoint Tandem, No. 91419 "Silver Grey ", 0.80" thick, 6' -0" roll width. 2. Provide 8" high integral cove base. B. Welding Rods Manufacturer's standard welding rods for heat - welding sheet vinyl seams. 1. Welding Rod Color As selected by Architect C. Adhesive: As recommended by sheet flooring manufacturer. D. Cove Cap Molding: Provide clear anodized aluminum cove cap molding. E. Cove Stick Provide rigid cove stick at internal corners of coved linoleum sheet flooring. 1.03 RESILIENT BASE REVIEWED CODE COMPLIANCE APPROVED JUL 0 " 2008 TY E Tukwila • B ILDIN PIVISI� -- A. Cove Base: FS SS -W-40, Type B vinyl; top set, 1/8" thick, 4" high cove base. Provide resilient base in 150' long rolls. Provide site fabricated external corners. B -1: Roppe, "Black" #5 1.04 ACCESSORIES A. Edge Strips: Vinyl type; 1/8" thick; color to match base. B. Sub -floor Filler. Premixed cementitious paste. Tamms Industries Co., "Thin Patch ". C. Primers and Adhesives: Waterproof, of types recommended by resilient flooring manufacturer for specific flooring material and substrate. 1.05 INSTALLATION A. Ensure floor surfaces are smooth and flat with maximum variation of 1/8" in 10 feet B. Beginning of installation means acceptance of existing substrate and site conditions. C. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with sub -floor filler. D. Vacuum clean substrate. E. Install materials according to manufacturer's instructions, or more stringent requirements indicated. F. Clean substrate. Prime substrate as recommended by adhesive manufacturer. Spread adhesive evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation. Spread only enough adhesive to permit installation of flooring before initial set G. Set flooring in place, press with heavy roller to ensure full adhesion. H. Terminate resilient flooring at centerline of doors or openings where adjacent floor finish is dissimilar. I. Install edge strips at exposed edges where flooring terminates. J. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. rn RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wobken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Project No. 1688.005.02 Drawn By Checked By MW Date TY 04.01.07 480.889.2000 480.889.2099 fax www.rsparch.com E NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot he copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. a Copyright RSP Architects 2003. All rights reserved. SPECIFICATIONS G005 SPECIFICATIONS SECTION 09900 - PAINTING 1.01 PAINT MATERIALS A. Interior Primer /Sealer. B. 1. Glidden, Spred Primer Sealer No. 3416. 2. Moore, Moorcraft Latex Primer Sealer 273. 3. Pratt and Lambert, Vinyl Acrylic Wall Primer. 4. Sherwin - Williams, Pro -Mar 200 Latex Wall Primer, B28W1. Interior Flat Latex: 1. Glidden, Spred Satin Latex Wall Paint No. 3400. 2. Moore, Moorcraft Vinyl Latex Flat 275. 3. Pratt and Lambert, Vapex Flat Wall Finish 4. Sherwin- Williams, Pro -Mar 200 Latex Flat. C. Interior Eggshell Latex Enamel: 1. Glidden, Ultra -Hide Latex Low Lustre No. 5800. 2. Moore, Moorecraft Latex Eggshell 274. 3. Pratt and Lambert, Aqua - Satin. 4. Sherwin - Williams, Pro-Mar 400 Latex EggshelL D. Interior Semi -Gloss Latex Enamel: 1.02 B. C. D. E. F. G. H. L J. K. L. M. N. O. P. Q. R S. T. 1.03 A- B. C. 1. Glidden, Spred Ultra Wall and Trim Enamel No. 8200. 2. Moore, Moorcraft Latex Semi -gloss 276. 3. Pratt and Lambert, Accolade Interior Semi -Gloss Enamel. 4. Sherwin - Williams, Pro-Mar 200 Latex Semi -Gloss Enamel. INSTALLATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. Beginning of installation means acceptance of substrate. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. Correct minor defects and clean surfaces which affect work of this Section. Shellac and seal marks which may bleed through surface finishes. Impervious Surfaces: Remove mildew by scrubbing with solution of tri- sodium phosphate and bleach or commercial mildew removers. Rinse with clean water and allow surface to dry. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch -up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. Protect elements surrounding the work of this Section from damage or disfiguration. Repair damage to other surfaces caused by work of this Section. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. Apply products in accordance with manufacturer's instructions or more stringent requirements specified herein. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. Prime and paint equipment visible in finished work, including insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. Replace identification markings on mechanical or electrical equipment when painted accidentally. Paint exposed conduit and electrical equipment occurring in finished areas. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. As Work proceeds, promptly remove paint where spilled, splashed, or spattered INTERIOR PAINT SYSTEM SCHEDULE Gypsum Board Walls, as indicated on Room Finish Schedule: 1 coat Interior Primer /Sealer 2 coats Interior Eggshell Latex Enamel (semi -gloss at restroom walls only). Gypsum Board Ceilings, as indicated on Room Finish Schedule: 2 coats Interior Flat Latex. Interior Painted Wood (base & trim): 1 coat 2 coats 1.01 WALLCOVERING Interior Wood Primer. Semi -gloss Enamel D. Interior restroom walls: 2 coats Interior semi -gloss latex enamel 1.04 PAINT COLORS A_ Paint Colors: See Sheet A901. 1.05 EXTRA MATERIALS A. Provide a one gallon container of each color and surface texture to Owner. B. Label each container with color, texture, and room locations, in addition to the mannfartur&s label. SECTION 09955 - WALL COVERINGS A Wood Veneer Wall Covering: 5 -ply product consisting of genuine wood veneer bonded to paper, foil glue lie barrier and paper. Wood veneer wall covering shall have a factory applied protective urethane and sealer finish coating, Wood veneer wall covering shall have a Flame spread rating of 10 and a Smoke Developed Rating of 25 when tested in accordance with ASTM E84. 1. WC -1: SanFoot Flexible Wood Veneer Wallcovering manufactured Hokusan, Ltd, imported by Jacaranda Inc, Miami Florida 2. Name: Walnut Olive. 3. Cut: Flat Cut. B. Accessories: 1. Adhesive: Type recommended by wall covering manufacturer to suit application to substrate. 2. Substrate Primer and Sealer Type recommended by wall covering manufacturer 1.02 SUBMITTALS A. Submittals: Submit the following under provisions of Section 01300: 1. Samples: Submit samples of wood veneer wall covering for approvaL 2. Manufacturer's installation instructions. SECTION 09986 - SANITARY WALL PANELING 1.01 FIBERGLASS REINFORCED PLASTIC SHEET A. Fiberglass Reinforced Plastic Sheet: 0.09" thick fiberglass reinforced plastic (FRP) sheet having a Class C flame spread (200 or less) and a smoke developed of 450 or less when tested according to ASTM E84. Provide largest standard size material available to minimise joints. 1. Crane - Kemlite Company, Glasbord P. 2. Lasco Panel Products, LascoBoard. B. Accessories: 1. Moldings: Provide manufacturer's standard PVC, one piece moldings. Provide moldings in continuous lengths to eliminate end joints. Color to match fiberglass reinforced plastic panel- 2. Adhesive: As recommended by panel manufacturer for substrate. 3. Sealant: Silicone sealant as recommended by panel manufacturer, comply with requirements of Section 07900. 1.02 FIBERGLASS REINFORCED PLASTIC PANEL INSTALLATION A. Install using 100% adhesive coverage method as recommended by manufacturer. Lay out panels to minimize joints 1.03 SUBMITTALS A. Submittals: Submit the following under provisions of Section 01300: 1. Manufacturer's installation instructions. 2. Product Data: Provide product data on fiberglass reinforced plastic panels and adhesive. 3. Samples: Submit two 8" x 10" samples of fiberglass reinforced plastic panels illustrating color, finish, and texture. DIVISIONS 10 - SPECIALTIES SECTION 10522 FIRE EXTINGUISBERS, CABINETS AND ACCESSORIES PART 1 - GENERAL 1.1 A. B. C. 1.2 D. 1.3 E. F. 1. Install plastic molding at perimeters, corners, and joints. Apply bead of silicone sealant continuous in molding channels prior to installation. Seal perimeters abutting other materials with continuous silicone sealant. SECTION INCLUDES Fire extinguishers. Fire Extinguisher Cabinets. Accessories. RELATED SECTIONS Section 09900 _ Painting: Field paint finish.. REFERENCES NFPA 10 . Portable Fire Extinguishers. ADAAG - Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities. 1.4 QUALITY ASSURANCE G. Conform to NFPA 10 requirements for extinguishers. H. Provide fire extinguishers, cabinets and accessories by a single manufacturer. 1.5 SUBMITTALS I. Material and Equipment Submittals: Submit the following under provisions of Division 1: 1. Product Literature: Include physical dimensions, operational features, color and finish. 2. Shop Drawings: Submit indicating mounting condition with mounting measurements, anchorage details, rough_in measurements, location and details. J. Closeout Submittals: Submit the following under provisions of Division 1 3. Maintenance Data: Include test, refill or recharge schedules, procedures, and recertification requirements. 1.6 ENVIRONMENTAL REQUIREMENTS K. Do not install extinguishers when ambient temperatures may cause freezing. PART 2 - PRODUCTS 2.1 EXTINGUISHERS L. Multi_Purpose Dry Chemical Type: UL rated 4A_60B:C, 10 lb. nominal capacity, enameled steel tank with pressure gage. 4. J.L. Industries, Cosmic 10. 5, Larsen's Manufacturing Company, MP10. 2.2 CABINETS M. Acceptable Manufacturer's: 6. J.L. Industries; Ambassador Series. 7. Larsen's Manufacturing Company; Architectural Series. 8. Modern Metal Products 100 Series. N. Fire Extinguisher Cabinet Formed sheet steel, 20 gage, prime painted, semi_recessed type, sized to accommodate extinguisher. 9. Provide 2 -1/2 " rolled edge return trim, or as otherwise required to minimize trim as much as possible at semi - recessed locations. O. Door. 20 gage thick, prime painted steel; continuous hinge; standard pull handle with roller latch access, vertical duo panel. P. Glass: 1/8" inch thick float glass. Q. Graphic Identification: Vertical "Fire Extinguisher" decal 2.3 ACCESSORIES R. Wall Mounted Fire Extinguisher Brackets: Manufacturer's standard bracket properly sized for type and capacity of extinguisher indicated. Provide manufacturer's standard finish. PART 3 - EXECUTION 3.1 S. Verify rough openings for cabinet are correctly sized and located. T. Beginning of installation means acceptance of existing conditions. INSPECTION 32 INSTALLATION U. V. w. Install cabinets and extinguisher mounting brackets plumb and level 40 inches from finished floor to bottom of cabinet. Secure fire extinguishers rigidly in place at mounting heights indicated, in accordance with manufacturer's instructions. Mount the equipment in accordance with the requirements of ADAAG for reach range and protruding objects. SECTION 10800 - TOILET ACCESSORIES 1.01 MANUFACTURERS A. Toilet accessories shall be products of one of the following Manufacturers, except as approved by the Architect, subject to compliance with specification requirements: 1. American Specialties, Inc. 2. Bobrick Washroom Equipment Inc. (products specified) 3. Bradley Corporation. 1.02 TOILET ACCESSORIES A. Toilet Tissue Dispenser: Surface mounted, dual roll satin finish cast aluminum, without controlled delivery. 1. Bobrick Washroom Equipment Inc., B -2888. B. Soap Dispenser. Wall mounted, vertical tank, 40 oz. liquid soap dispenser. 1. Bobrick Washroom Equipment Inc., B-2111. C. Paper Towel Dispenser Surface mounted; 22 gage, ASTM A167 Type 304 stainless steel, satin finish; dispenses 400 C-Fold or 525 multi-fold paper towels. 1. Bobrick Washroom Equipment Inc., B -262. D. Framed Mirror Units: Stainless steel angle frame, satin finish; theft- resistant mounting; size as indicated. 1. Bobrick Washroom Equipment Inc., B -290 Series. E. Grab Bars: Concealed mounting, 1 -1/2" diameter, 18 gage, Type 304 stainless steel, satin finish 1. Bobrick Washroom Equipment Inc., B-6806 Series. 1.03 SUBMITTALS A. Submittals: Submit the following under provisions of Section 01300: 1. Product Data: Submit data illustrating each accessory at large scale and show installation method. 2. Installation Instructions. SECTION 15000 - MECHANICAL 1.01 SEE MECHANICAL DRAWINGS SECTION 16000 - ELECTRICAL 1.01 SEE ELECTRICAL DRAWINGS - EWED FOR \ DOM PL1AN►C CODE. app ov ,UL 0 ~ Orrulkwila DIN n I5.01 277 RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wobken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Drawn By Project No. 1 688.005.02 TY Checked By MW Date b F \ ,' e h �G. 04.01.07 SPECIFICATIONS 480.889.2000 480.889.2099 fax www.rsparch.com n Copyright RSP Architects 2003. All rights reserved. NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied. duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. 6006 3 f jjjL9J— L I 1 DEMOLITION PLAN SCALE: 1/4".1 1-7 DEMOLITION GENERAL NOTES 1. SEE SPECIFICATIONS, SHEETS G004, G005, 4 G006 AND ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES 4 REQUIREMENTS. 2. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING AT OR AROUND JOB5ITE. ALL EGRESS ROUTES, ALARMS, SPEAKERS, ETC_ MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OP DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. 3. F=URNISH ALL LABOR AND MATERIALS / EQUIPMENT AS REQUIRE=D TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT. 5. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM EMANATING FROM DEMOLITION / CONSTRUCTION AREA. 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL CONDUIT, PIPING, OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED PER CITY REQUIREMENTS. �. THIS DEMOLITION PLAN IS DIAGRAMMATIC AND 51-1ALL BE USED FOR REFERENCE ONLY, INDICATING EXISTING TO REMAIN ITEMS AFTER DEMOLITION. THE G.C. 15 RESPONSIBLE TO VERIFY ALL HELD CONDITIONS AND PERFORM DEMOLITION WORK PER SPECIFICATIONS AND AS REQUIRED TO COMPLETE THE WORK PROJECT NORTH 102 RESTRM 1 100 NEW FLOOR PLAN SCALE: 1/4".1'-0" 8. DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE IN ACCORDANCE WIN APPLICABLE CODES AND REGULATIONS_ 13. GENERAL CONTRACTOR TO CONFIRM ACCEPTABLE ROUTES FOR REMOVAL OF CONSTRUCTION MATERIALS, TRASH AND DEBRIS PRIOR TO STARTING WORK 14. REMOVE EXISTING GRILLES 4 DUCTWORK TO UNIT AS NECESSARY. SEE ENGINEERS DRAWINGS FOR MORE INFORMATION. 101 9. FOLLOW CENTER REGULATIONS PERTAINING TO DEMOLITION AND REMOVAL OPERATIONS. COMPLY WITH GENERAL CONDITIONS. SUPPLEMENTARY GENERAL CONDITIONS AND GENERAL REQUIREMENTS. 10. ALL DOORS, FRAME, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWN LIGHTS 4 FLUORESCENT), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OP DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, RETURNED TO BUILDING STOCK OR DISPOSED OF AS DIRECTED BY LANDLORD_ I1. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA /COMMUNICATIONS REPRE=SENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 12. IF HAZARDOUS MATERIALS ARE FOUND ON SITE - STOP WORK IMME=DIATELY AND NOTIFY NE ARCHITECT AND LANDLORD. 15. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE BACK TO THE SOURCE. STOCKF 136 5F /: I EXIT i: PROJECT NORTH �M - TYPE - 1 OCCUPANT UIRED -I. NOTIFY ARCHITECT DURING LAYOUT AND PRIOR TO FRAMING IF: A. DIMENSIONS LABELED "MIN." CANNOT BE ACHIEVED. B. DIMENSIONS LABELED +/- VARIES 2" FROM ACTUAL FIELD DIMENSION. C. ANY DISCREPANCY, OMMISSION OR UNANTICIPATED FIELD CONDITION WHICH WOULD ALTER NE INTENT OF THESE DOCUME=NTS. FLOOR PLAN GENERAL NOTES SO -800 RETAIL AREA 1 - TYPE 'M' 504 SF /30- 11 OCCUPANTS 1 EXIT REQUIRED SO-800 F 100 ISH WRAP /' 102 ` \\ j� I RESTRM 1 1u \ EXITING PLAN SCALE: 1/4"=1'-0" S0 -800 S0 -800 N RETAIL \� S0 -800 0-8504 FF0 -8504 PFI -7561 PFI -75 ■ I. SEE SPECIFICATIONS, SHEETS G -004, G -005, G -006 AND ENGINEER'S. DRAWINGS FOR ADDITIONAL NOTES 4 REQUIREMENTS. - a 1 01 PROJECT NORTH 2. ALL DIMENSIONS ARE TAKEN FROM FINISHED FACE OF PARTITION, UNLESS INDICATED OTHERWISE. 3. G.C. IS RESPONSIBLE FOR NE INSTALLATION OF REINFORCING IN WALLS AND CEILINGS. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATE=D. SEE ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 4. PROVIDE A PLUSH AND SEAMLESS FINISHED WALL WHERE NEW GWB MEETS EXISTING TO RE=MAIN. 5. REPAIR EXISTING GWB CONSTRUCTION AS REQUIRED FOR A NEW FINISH CONDITION AND PREPARE TO RECEIVE NEW WALL FINISH. 6. G.C. SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFTER DEMOLITION OPERATIONS AND COORDINATE ALL TRADES PRIOR TO ANY WORK S. G.C. TO CONFIRM SPECIFIC REQUIREMENTS WIN RETAIL OPERATIONS DIRECTOR FOR BLOCKING OUT WINDOWS DURING CONSTRUCTION . AN EXTERIOR BARRICADE WILL NOT BE REQUIRED EXCEPT IN NE EVENT NE TENANT MAY NOT MAKE= THE GRAND OPENING DATE AS SPECIFIED IN THE LEASE AGREEMENT_ 9. G.C. TO CONFIRM WIN RETAIL OPERATIONS DIRE=CTOR REQUIRED SERVICE ACCESS TO NE SPACE. 10. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED LIQUID TIGHT. IL COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION. 12. ALL FIREPROOFING MATERIALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR ORIGINAL CONDITION BY ALL NECESSARY MEANS, INCLUDING ANY NEW STEEL MEMBERS. DEMOLITION PLAN KEY NOTES A C E H KEY NOTES 2 I 4 -I S 10 11 13 14 15 16 REMOVE EXISTING WALL FINISH. REPLACE EXISTING ACCOUSTICAL CEILING TILES AND LIGHT BULBS WIN NEW. CLEAN AND RE -PAINT EXISTING DIFFUSER COVERS_ ALL TOILET FIXTURES, PLUMBING AND GRAB BARS TO REMAIN. EXISTING STORE FRONT TO BE DEMOLISHED. PROTECT, PATCH AND REPAIR MALL FLOOR AND OTHER SURFACES AS REQUIRED. REMOVE EXISTING INTERIOR WALL FINISHES, DISPLAYS, MILLWORK, AND SHELVING. DO NOT PENETRATE EXISTING DEMISING WALL REMOVE ALL EXISITNG CEILING GRIP, LIGHT FIXTURES AND GYP. BOARD CEILING SOFFIT. REMOVE ALL BASE, FLOOR FINISHES, AND ADHESIVE DOWN TO CONCRETE SLAB THROUGHOUT, UN.O. EXISTING ELECTRICAL PANELS AND ASSOCIATED TRANSFORMER TO BE REMOVED. SEE ENGINEERING DRAWINGS FOR MORE DETAILS. REPLACE DOOR WIN NEW. NOTE CHANGE OF NEW DOOR SWING. REMOVE STONE FINISH FROM EXISTING NEUTRAL PIER AND REFINISI -1 WIN GYPBOARD_ LINE INDICATES MALL'S LEASE LINE. CAULK EXISTING FLOOR JOINT AT LEASE LINE. NOT USED NOT USED 44" WIDE EGRESS PATH 5' -0" DIA ACCESSIBLE CLEARANCE n PROVIDE NEW FULL HEIGHT GLASS DOORS WITH 10 "1-1 BOTTOM RAIL DOORS TO BE OPERABLE FROM NE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE (ON INTERIOR SIDE) NEW SIGN ABOVE W/ 1" HIGH LETTERS STATING "DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS ". NOT USED PROVIDE AND INSTALL 24" X 42" X 3/4" FIRE TREATED PLYWOOD AT 48" AFF, FOR TELEPHONE AND SECURITY PANELS. CONFIRM SIZE WIN PLACEMENT OF ADJACENT ELECTRICAL EQUIPMENT. FASTEN 18 GA SHEET METAL REINFORCING TO METAL STUDS PRIOR TO APPLICATION OF GYPSUM BOARD. REMOVE AND REPLACE GYP. BD. OF EXIST. WALL TO INSTALL REINFORCING. NOT USED LINE OF RAISED GYP. BOARD SOFFIT AT CEILING. SEE SHEET A201 FOR MORE INFORMATION. NOT USED FIRE EXTINGUSHER CABINET NOT USED PROVIDE NEW ELECTRICAL PANELS. NOT USED LEGEND X >---• LAYOUT — iVEVIEWED FOR . CODE COMPLIANCE APPROVED JUL 0 7 200 City Of Tukwila ILDIN DM ION 27 NEW INTERIOR PARTITION NEW NON -RATED FULL HEIGHT PARTITION WIN SOUND ATTENUATION INSULATION EXISTING PARTITION TO REMAIN PARTITION TYPE TAG. (SEE SHEET .4301 FOR PARTITION TYPES) EXISTING ITEM OR WALL TO BE DEMOLISHED AND REMOVED FINAL LAYOUT SHALL BE APPROVED BY OUNER PRIOR TO THE START OF FRAMING. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry WohI en Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Date Drawn By Ty Checked By MW '( OF i" lig 16 Project No. 1688.005.02 04.01.07 NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof. are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ® Copyright ASP Architects 2003. All rights reserved. 480.889.2000 480.889.2099 fax www.rsparch.com 05/05/Ob Landlord Comments * 1 DEMOLITION, ARCHITECTURAL AND EXITING PLANS A101 HARDWARE SCHEDULE HW -1: STOREFRONT FREE SWINGING PIVOT HINGE AT TOP PATCH FITTING AND BOTTOM RAIL (3° OFFSET) CLOSER WITH 90 DEGREE HOLD -OPEN PROVIDE KEYED CYLINDER AND THUMBTURN LOCK AT BOTTOM RAIL ''COMPASS' DOOR PULLS BY HARDWARE + MOUNTED BACK -TO -BACK: (3) DOUBLE RING, THROUGH HOLE STANDOFFS - EACH SIDE (1) STRAIGHT, FLAT END GRIP, 7/8° DIA. X 7' -0° LONG - EACH SIDE FINISH: SATIN STAINLESS STEEL HW -2: RETAIL TO STOCKROOM LATCH SET: SCHLAGE #D1OS ATHENS, LEVER 626, PASSAGE SET, BEST CORE 5 -PIN HINGES: 11 PAIR STANLEY #FBB179 4 41, US26D CLOSER: LCN 4011 ALUM. FINISH STOP /HOLDER: IVES 463 US260 SILENCER: IVES #20 KICKPLATE: 10 °HIGH STAINLESS STEEL FINISH PUSH SIDE US32D PROVIDE THREE [3] KEYS. HW -3: RESTROOM LATCH SET: SCHLAGE #D1OS ATHENS, LEVER 626, PRIVACY LOCKSET, BEST CORE 5 -PIN HINGES: 1 z PAIR STANLEY #FBB179 4j X 44, US26D CLOSER: LCN 4011 ALUM. FINISH STOP/HOLDER: ILENCE : I IVES 463 US26D SILENCER: IVES #20 PROVIDE THREE [3] KEYS. DOOR SCHEDULE NAME DOOR FRAME NO. NAME SIZE TYPE TYPE HEAD JAMB GROUP LABEL COMMENTS 100 RETAIL (STOREFRONT) PR 3' -0"W x 9' -0 "H x 2" B - - - HW -1 PROVIDE 1' LETTERS ABOVE DOOR STATING "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS' 101 STOCK ROOM 3' -0" x 7-0' x 1 -3/4" A 1 5/A201 5/A201 SIM. HW -2 102 RESTROOM 3' -0' x 7 1 -3/4" A 1 5/A201 2/A201 SIM. HW -3 \ r Era 173 1 193 11" , /� r ■ NOTE: INSTALLATION PER U.B.C. STD. 25 -2 (VOL. III) 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED TO & FASTENED TO THE STRUCTURAL MEMBER SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPRESSION INDUCED BY THE BRACING WIRES. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" OR UNDER IN BOTH DIRECTIONS WITH THE POINT WITHIN 6' -0" FROM EACH DEMISING WALL. 3. 2" MAX. FROM BRACING WIRES TO CROSS RUNNERS. LOCKING CLIP TO FASTEN CROSS RUNNER TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNEC— TORS SUCH AS POP RIVETS, SCREWS, PIN, PLATES, WITH BENT TABS, OR OTHER APPROVED CONNECTORS FOR 2X THE ACTUAL LOAD OR 180 LBS. WHICHEVER IS GREATER DESIGN CONNECTORS FOR 2 = DESIGN LEAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUN 60 LBS) OR, CROSS— FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRAND OF NO. 16 U.S. GAUGE TIE WIRE OR APPROVED EQ— UIVALENT ATTACHMENT. RUNNERS AND FURRING, THE MAIN RUNNER AND CROSS — FURRING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 47 —A EXCEPT THAT THE OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE 2 ---. SEISMIC BRACING DETAIL N.T.S. GUS CE ILING I'I CLG. SUSP. SYSTEM — P -5 CURVED GM FASCIA, 2 LAYERS OF 1/4" GLIB E j vI J P -3 SCALE: I- 1/2 " =1' -0" SEISMIC LOCKING PIN CROSS RUNNER MAIN RUNNER 1111111uiaiNIIIIc GYP. 150ARD RAISED SOFFIT DETAIL 2' -0" MAX NO SMALLER THAN 12 GA. SUSPENSION WIRE © 4'—O" O.C., CONNECTION IS TO BE CAPABLE OF CARRYING NOT LESS THAN 100 LBS. PROVIDE (3) TURNS MIN. IN 1 1/2", TYP. © EACH END. 5/5" TYPE "X" GYP BD SCREWED TO 1/5" FURRING CHANNELS AT WALL ANGLE. TYP. METAL ANGLE - SCREW, SCREW FASTEN TP STUDS WITH 1 -1/2" SCREWS. TYP. SUSPENDED CEILING DETAIL SCALE: 1-1/2 ".1'-0" RIGID VERTICAL STRUT © 12'- 0 "O.C. E.W. WITH FIRST POINT TO BE WITHIN 6' -0" OF DEMISING WALLS. STRUT MAY BE STEEL STUD, BLACK IRON, E.M.T., RIDGID CONDUIT, OR OTHER APPROVED EQUAL. 12 GA. VERTICAL WIRE HANGER © 4' —O" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE, TYPICAL 12 GA. WIRE SPLAYED IN FOUR DIRECTIONS 45' APART ® 12' —O" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE, TYPICAL CEILING PANELS (TYPICAL) UNDERSIDE OF STRUCTURAL MEMBER !BRACING AS REQUIRED 12' -6 "� APP. (20' -6" APP. AT ENTRY AREA) CLG. SUSP. SYSTEM GWB CEILING 11' -6" m i L 4FF. UNDERSIDE OF EXISTING ROOF STRUCTURAL MEMBER SECURE WIRE TO TOP CHORD. TYP. NO. S (BILL GAGE) WIRE PICK UP CHANNEL 9 MIDPOINT OF BAR JOISTS. MAX SPAN OF 4 BETWEEN 1- (ANGERS 1 -1/2" (0.415 POUNDS PER FOOT) COW ROLLED CHANNEL AT 4' -0" 0.C., TYP. METAL FURRING CHANNEL CLIP � I isa I L 1 { 101 F C ` J - ` \ 61 (41 M ` � fl C NL 3 EM jC I RESTRM ■ /; G eI-OIAFF1 REELECTED CEILING PLAN SCALE: 1/4".1 I I 2' -5" , 2' -1p" 1 2 100 r G \� F2 Emu C EM G C 101 2' -6" F2 STOCKROOM 2' -6" NORTI -I 1/2" MIN. BOTH SIDES N / VARIES REF. TO PARTITION TYPE DOOR HEAD DETAIL SCALE: 3" = I' -0" ONE LATER GYP. P. EACH SIDE ON MET. STUDS 16" O.G. SEALANT EACH SIDE, TYP. PROVIDE ADDITIONAL FRAMING AS REQ'D. ANODIZED ALUMINUM FRAMING SYSTEM DOOR PER SCHEDULE (2" 3' -0" //u 4101 HOLLOW METAL 3 -0f 14OLLOW METAL e. FRAME AND DOOR TYPES SCALE: 1/4" = I' -0" as 1/2" CLEAR TEMPERED GLASS NOTE: I. ACCESS PANEL IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT PER GENERAL GROWTH PROPERTY. 2. ALL CEILING MATERIAL MUST HAVE CLASS 'A' HRE RATINGS. 3. SUPPORT WIRES FOR LAY -IN CEILING GRID MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMING AND FIRE PROTECTION PIPING OR EQUIPMENT. 4. GC MUST USE LANDLORD REQUIRED ROOFING, CONTROL AND FIRE SPRINKLER CONTRACTORS AS SPECIFIED IN RETAIL TENANT CRITERIA MANUAL. GENERAL NOTES 1. SEE SPECIFICATIONS, SHEETS G -004, G -005, 4 G -006 AND ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES # REQUIREMENTS. 2. REFER TO ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS AND LOCATION OF EMERGENCY LIGHTING. 3. G.C. I5 RESPONSIBLE FOR SUBMITTING A COORDINATED SHOP DRAWING: INDICATING ELECTRICAL, MECHANICAL, SPRINKLER AND PLUMBING WORK ABOVE PROPOSED CEILING. THE G.C. 61-4ALL VERIFY ALL EXISTING FIELD CONDITIONS AND COORDINATE ROUTING AND PLACEMENT OF EQUIPMENT WIN ALL TRADES PRIOR TO THIS SUBMISSION. 4. HEIGHTS INDICATED ARE FROM FINISHED FLOOR TO FINISHED CEILING. NOTIFY ARCHITECT OR OWNER TO REVIEW ANY DISCREPANCIES BETWEEN PROPOSED CEILING HEIGHT AND EXISTING CONDITIONS AFTER DEMOLITION WORK 15 COMPLETED. 5. SPRINKLER DRAWINGS WILL BE PROVIDED UNDER A SEPARATE CONTRACT ONCE G.C. SECURES THE PERMIT. 6. G.G. TO COORDINATE INSTALLATION OF ANY CEILING MOUNTED ITEMS SUCH A5 SECURITY SPEAKERS, ETC. AND NOTIFY ARCHITECT OF ANY POSSIBLE CONFLICTS. 1. TENANT'S MUSIC SYSTEM MUST BE TIED INTO NE BUILDING'S EMERGENCY PAGE SYSTEM. COORDINATE SYSTEM CONNECTION WIN SIEMEN TECHNOLOGIES. S. LIGHTING INCLUDING SIGNAGE TO BE ON TENANT'S 1 -DAY TIME CLOCK - SEE CRITERIA MANUAL S. FURNISH AND INSTALL ACCESS PANELS AS REQUIRED TO ACCESS TENANT AND BUILDING ITEMS. 10. CEILING SUPPORT SMALL COMPLY WIN SEISMIC ZONE 4 BRACING REQUIREMENTS. 11. ALL SPRINKLER HEADS LINE MUST BE FULLY RECESSED AND FLUSH MOUNTED. 2 3 4 KEY NOTES PROVIDE NEW TYPE "X" GYPSUM BOARD CEILING THROUGHOUT RETAIL AREA. PROVIDE ACCESS PANELS AS REQUIRED. NEW 2'X4' ACOUSTICAL CEILING GRID AND TILE SEE 4/4201. RAISED GYPSUM BOARD SOFFIT WITH ACCENT PAINT ABOVE CA5I -1WRAP AND MAIN ENTRANCE AREA SEE DETAIL 3/4201. EDGE OF SOFFIT ABOVE. EDGE OF GYP CEILING STEP UP. LEGEND R9 NEW 2' X 4' SUSPENDED ACOUSTICAL GRID AND TILE CEILING. SEE INSTALLATION DETAILS ON TI-H5 SHEET. NEW L.E.D. LITE EXIT SIGN WITH GREEN COLORED OH RECESSED HID. LENSED WALL WASHER LIGHT FIXTURE - PAR 20 OC oG 4 EM 00 Fl 1 1 F2 LINEAR FLUORESCENT EMERGENCY/NITE LITE STRIP FIXTURE. SEE ELECTRICAL DWGS, F2 EM /NL x'-x" x F4 LETTERS Fbin COD O.. 01 10 ADJUSTABLE RECESSED METAL HALIDE LIGI4T FIXTURE - PAR 38 RECESSED DOWNLICI -IT EMERGENCY FIXTURE - SEE ELECTRICAL DWGS. VERTICAL MOUNTED LINEAR FLUORESCENT STRIP FIXTURE LINEAR FLUORESCENT STRIP FIXTURE, SURFACE MOUNTED TO CEILING TILE AND GRID. LINEAR FLUORESCENT STRIP FIXTURE MTD IN STOREFRONT SPANDREL CEILING HE IGHT INDICATOR ACCESS PANEL AT CEILING FOR ACCESSIBILITY TO BUILDING (SHELL) I -(VAC- FEILD VERIFY LOCATIONS. ACCESS PANEL AT CEILING FOR ACCESSIBILITY TO BUILDING (SHELL) 14VAC. FEILD VERIFY LOCATIONS. D %?'. 277 RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification Location RSP Architects, Ltd. with Terry Wohke Washington No. 6634 Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Project No. 1 688.005.02 Drawn By TY Checked By MW Date 04.01.07 480.889.2000 480.889.2099 fax vvww.rsparch.com oy ^E�.Iti� ,. CE NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors. government agencies, vendors and office personnel only in accordance with this Notice. m Copyright RSP Architects 2003. All rights reserved. REFLECTED CEILING PLAN, DOOR SCHEDULE AND DETAILS A201 EXIST. NEUTRAL PIER 1 ' 6 " STORE FRONT CORNER / \ DETAIL 6 L1CI -IT 50X SCALE: 1- 1/2 " =1' -0" • z 0 U PAINTABLE FIRI=STOP SEALANT TILE WAINSCOT, THIN SET WHERE OCCURS WHERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT. 5 U4 SCALE: 1- 1/2 " =1' -0" 1/4" S.STL. CLADDING (M -I) OVER 3/4" FIRE TREATED PLYWOOD ON 4 "X4" STEEL TUBE REFINE ARDENNES IVORY CLADDING 5/5" GYP. BD. ON 4" METAL STUD 1/2" MTL. REVEAL (COLOR OF FINISH TOMATCH STOREFRONT FRAMING) FACE OF EXIST. WALL 3 5/8" METAL STUD 5/8" GYP. BD. ON 2 1/2" METAL STUD BELOW AND ABOVE LIGHT BOX 3' -0 "W x5' -2 "Hx 3 1/2 " D LIGHT BOX (BY SOLSTICE) MOUNTED 36" APF. 5/8 GYP. BD. ON 2 1/2" METAL STUD UNDERSIDE OF DECK ABOVE 6 SLOTTED TRACK (SPL TRACK OR EQUAL) UL NO. U468 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. GYPSUM BOARD: 5/5" THICK, 4 FT WIDE ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH I" LONG, TYPE 5 STEEL SCREWS SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" OG IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5/5I' GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X" BOTH SIDES WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB. SEE STRUCTURAL DRAWINGS. PAINTABLE FIRESTOP SEALANT BOTH SIDES RAMSET AS REQUIRE 7 3 NOT USED SCALE: I- 1/2 " =1' -0" t L■rt 0 " I (NON- RATED) FULL I- IEICI -IT / 4 \ INTERIOR PARTITION SCALE: 1- 1/2 " =1' -0" FLEXIBLE ACOUSTICAL CAULKING BOTH SIDES STRUCTURE ABOVE NOTE: DO NOT FASTEN GYP. BD. OR TOP TRACK TO SLIP TRACK DEEP LEG SLOTTED METAL SLIP TRACK FASTENED TO DECK W/ *10 TEK SCREWS a 48 D.G. MAX. (I.0 .B.O. 1693/23$$) v _ FINISH FLOOR ONE LAYER 5/S" TYPE "X" GYP. BD. PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. AT INTERIOR WALLS OF RESTROOM PROVIDE BLOCKING WHERE SURFACE MOUNTED EQUIPMENT/FIXTURE OCCURS 3 METAL STUDS 51 24j O.G. OR AS REQ. BY HT. PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. AT INTERIOR WALLS RESTROOM SOUND ATTENUATION INSULATION - MIN. R -19 METAL BOTTOM TRACK ANCHORED TO CONC. FLR W/ POWER ACTUATED FASTENERS (I.C.B.O. *1693/ 2338) m 45" O.C. MAX. BASE AS SCHEDULED ACOUSTICAL SEALANT TYPE < A r U- FURRING LUALL SCALE: 1- 1/2 " =1' -0" SCALE: 1- 1/2 " = - CAULK i" TI-K HARD WOOD P -3 SCHEDULED PARTITION CAULK FINISHED FLOOR TYPE < Al (NON - RATED) FULL I- IEICI -IT INTERIOR PARTITION STRUCTURE ABOVE SINGLE DP. LEG "SLOTTED" MTL. SLIP TRACK FASTENED TO DECK W/ *10 TEK SCREWS 6 48" C C. MAX. (I.0 .B.O. *1693/2388) CE IL ING VARIES 2 1/2" METAL STUD fil 16" O.C. ONE LAYER 5/8" TYPE "X" GYP. BOARD FINISH FLOOR BASE A5 SCHEDULED METAL BOTTOM TRACK ANCHORED TO CONC. FLR. W/ POWER ACTUATED FASTENERS (I.GB.O. *1683/ 23S5). a 48" O.G. MAX. FLEXIBLE ACOUSTICAL CAULKING BOTH SIDES STRUCTURE ABOVE NOTE: DO NOT FASTEN GYP. BD. OR TOP TRACK TO SLIP TRACK DEEP LEG SLOTTED METAL SLIP TRACK FASTENED TO DECK W/ "10 TEK SCREWS 61 48" O.C. MAX. (I.C.B.O. 1693/23SS) ONE LAYER 5/5" TYPE "X GYP. BOARD RETAIL AREA GYP. CEILING 35 -'s" METAL STUDS 6 24" O.C. OR AS REQ. BY HT. PROVIDE TYPE 'X' S /8" GYP. BD. SOUND ATTENUATION INSULATION - MIN. R -19 METAL BOTTOM TRACK ANCHORED TO CONC. FLR. W/ POWER ACTUATED FASTENERS (I.0 .B.O. *1693/ 2388) g 48" O.C. MAX. BASE AS SCHEDULED ACOUSTICAL SEALANT FINISH FLOOR TYPE < METAL STUD L IGHTING 2'— (SEE ELECTRICAL) STOREFRONT GLASS 8'-5" 2' -10" 7' LONGITUDINAL SECTION /' SCALE: 1".1'-0 Or AYA 2' -10" PLENUM AREA 100 RETAIL 1 49' - 3/4" �► I ■11M.M I/* Apr STOREFRONT SECTION 6 ENTRANCE SCALE: 1 " =1' -0 CEIL ING % GYPBOARD EXISTI+IG STRUCTURE SIGNAGE 2x4 METAL ' STUD 6 24" O.C. CEILING STOREFRONT GLASS METAL STUD L IGHTING (SEE ELECT 'G 4. L) 2' -6" // 1 / 101 STOCKROOM S STOREFRONT SECTION SCALE: 1 " =1' -0 2'77 n s e cotea u0- 01 " °% ortutoaa � visiO N ON g +3I Lr. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Archi cts, Ltd. wi Terry Wohken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Project No. 1 688.005.02 Drawn By Ty Checked By MW Date 04.01.07 SECTIONS, PARTITION TYPES & DETAILS 480.889.2000 480.889.2099 fax www.rsparch.com REGISTERED ARCHITECT ® Copyright RSP Architects 2003. All rights reserved. WOMEN ASNINGTON CORRECTION LTR# I 214_ NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. 0 Landlord Comments * I CIT OF TUKWILA 06/05/0 City Comments * I PERMIT CENTER A301 i A GYP. BD. BULKHEAD TO BE PAINTED DUNE WHITE EXISTING 1/4" STAINLESS STEEL CLADDING (M -1) OVER 3/4" PLYWOOD W/ 4" x 4" STEEL TUBE FRAMING )9 CLEAR ANODIZED ALUMINUM REVEAL EXIST. NEUTRAL PIER BY LANDLORD. REMOVE STONE FINISH FROM NEUTRAL PIER AND REFINISH WITH GYPBOARD. 1/4" STAINLESS STEEL CLADDING (M -I) OVER 3/4" PLYWOOD W/ WOOD BLOCKING 0) 16 -0' STOREFRONT EXTERIOR ELEVATION (FRONT) SCALE: I/2 " =1' -0 4'-2" BREAK METAL WITH ROUTED PU61-1 THROUGH SIGN. - SIGNAGE PACKAGE SHALL BE SUBMITTED SEPARATELY BY SIGNAGE VENDOR Y 4" X 4" STEEL TUBE FRAME WITHIN 18" x 12" REF IN ARDENNES IVORY CLADDING 1/2" CLEAR TEMP. FULL HEIGHT GLAZING -TYP. c2) STOREFRONT EXTERIOR ELEVATION (SIDE) SCALE: 1/2"=1'-0 0 ADA LAVATORY 48" x 30" CLEAR AREA NEW ADA TOILET NEW 36" GRAB BAR NEW 48" GRAB I DRAIN BAR 3 ENLARGED UNISEX RESTROOM FLAN P -6 6 ,11 a ll MAX / �'IIN / KNEE CLEARANCE / 1' -5" 111N./ ELEV "2A" c4) SCALE: 1/2".1 NOTE: SEE ENGINEERING DRAWINGS FOR MORE SPECIFICATIONS STAINLESS STEEL GRAB BAR WITH CONCEALED MOUNTING 11/2 "DIA. X 36 "L � __l 56"x60" CLEAR AREA r 2A FRP N N 2q 3' -4" L, I' -'" 4, FLUSH LI=VER TO OF TOILET BE LOCATED AT ct OPEN SIDE OF DEPTH RESTROOM A5 SHOWN \ 25 4 a T' -0" (3) ADJ. SHELVES, 36 "W x I2 "D ON HEAVY DUTY KY STANDARDS AND BRACKETS N IESTRM 1 (102 • FLOOR (3) ADJ. 5I- IELVES, 36"W x 12 "D ON HEAVY DUTY KY STANDARDS AND BRACKETS E P -6 FRP PANEL TYP. 1 1/2" DIA. x 181 VERTICAL GRAB BAR 3' -4" • IA. x 361 R4B BAR 1 I/2" 1 1/2" DIA_ x 42"L GRAB 12" AX a � \ \ NOTE: INSTALL FLUSH VALVES IN H.C. TOILETS TOWARDS WIDE SIDE OF STALL ELEV "2B" PAPER TOWEL DISPENSER 50AP DISPENSER MIRROR SINK \ INSULATE DRAIN PIPE 61-4 INTEGRAL COVED BASE ON ALL WALLS ELEV "2D" TYPICAL ADA MOUNTING HEIGHTS 4 CLEARANCES SCALE: I/2 " =1' -0" d 73 RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wohiten Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For CE Drawn By Ty Date 6634 STAT R EGISTERE ARCHITEC G. WOBKEN OF WASHINGTON Project No. 1088.005.02 Checked By MW 04.01.07 480.889.2000 480.889.2099 fax www.rsparch.com I' Copyright RSP Architect 2003. All rights reserved. or NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. A 05/05/05 Landlord Comments * 1 STOREFRONT ELEVATIONS A4 1 f I N.T.S. PEI- 1560 -COIL WALL DISPLAY 1/2" CORIAN CAMEO WHITE FINISH. (EE FINISH SCHEDULE: $6 -1) INTERIOR ELEVATION (EAST) O .0 0.O 0.0 0.0 . 0.0 0 0 .0 q 0 0 0 0.0 0.0 0.0 D•D DURATRANS GRAPHIC DISPLAY (BACK LIT) 0 h 0 h I 0.0 . O .0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 O .0 0.0 O .0 0.0 PROVIDE ADDITIONAL LEVELING COMPOUND UNDER FIRE - RETARDANT WOOD FLOORING TO SET STONE 4 WOOD EXACTLY LEVEL I D•q 12 12 .0 0.0 .q .0 q•0 O .0 0.0 .0 0. 00 0.0 0 12 . 0 0 0-0 0.0 0 0.0 0 .0 0.0 0.0 0.0 0.0 U.S 0.0 0.0 0000 q . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 Dom• 0,0 TO- 0.0 0.0 D q.o o•o o.o o o.o ,0•0 0-0 0.0 0.0 SANFOOT WALLCOVERING WALL MID. LETTERS (SEE SIGNAGE PACKAGE6 111 I 12.12 0.0 0.0 C.0 D.D 0.0 0.0 0.0 0.0 p •p 5.0 0.0 0.0 FLUSH 0.0 0.0 0.0 0.0 0 0 U.S 0.0 0.0 O.D 0.0 0.0 0.0 0.0 t L s FLAN AT 0451 -4 WRAP SCALE I" 1' L BIND ER5 fl ❑ ❑o- C.0 0. 14.12 14.12 q.0 O .0 0.0 D 0.0 0.0 0.0 q.0 0.0 0.0 0.0 0.0 5 .D 0.0 0.0 0.0 0 0.0 0.0 - 0.0 0.0 0.0 0.0 o.o o.o o.o o.o ❑ ❑ ❑ ❑ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.12 0.0 0.0 - . D.D 0.S .- 5.0 0. 0.0 00 00 0.0 0.0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 SCALE: 3 " =1' -1" 3/4" DIA- TISSUE ROD FIRE EXTINGHUISER CABINET LEVELING COMPOUND AS REQUIRED WD -I S -1 SETTING BED. II-INSET METHOD 1/2 "x1/2 "x1 S" THICK CONTINUOS ALUM. ANGLE, TYP. STONE TO WOOD FLOOR TRANSITION AG HANG BAG - TISSUE TRASH "FEATURE CABINET" ELEC. J -BOX REQUIRED I fl ❑ ❑❑ O .0 0.0 0.0 • 0 0 q.0 0.0 O .0 0.0 0.0 q 5.5 0.0 0.0 0.0 0-0 n.D D.D 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0000 12.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0•0 0.0 D 0.0 O -0 .o 1:1.5 0.0 12. 0.0 o 0.0 -O D -5 O.O SAFE �- PFI -6562 DISPLAY INTERIOR ELEVATION (SOUTI -4) - FEATURE WALL N.T.S. 8' -3" 0A PROVIDE IS GA SHEET MIL REINFORCEMENT IN WALL. COORDINATE WITI -I VENDOR FOR EXACT BLOCKING LOCATION 3 - 0 " 5' -3 HATCHED AREA e 34" A.F.F. PrizmA,,,WAr Ai 1 frirAW, z 7 a 0 tg, r�. DISPLAY J 0 STOCK PLASH PAN SLOPE MAX 1 /4 "/FT. PRINTER 0000 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.S - ^� •�. . 0 0 .0-0 . 0- 5 . 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D•0 U.S 0.0 O.O PULL -OUT SHELF TEL- TELECI -4ECK PULL -OUT SHELF II II UPS ❑❑❑El 0 .12 12.0 O.O O.O D D•0 0.0 q 0 0.0 0.0 q.0 0 0.0 0.0 0-0 0. 0.0 0 0.0 D•0 0 0.0 0. 0 0.0 0.0 0 . q•p D -D D•o 0 • \. - o ❑ ❑❑ O .0 5.0 0.0 .0 0.0 O .0 0.0 n.0 O .0 0.0 0.0 0. O .0 0.0 m.0 0.0 0.0 D C 0 D o•o .o U.S 13-0 0 .0 0.o 12.12 o.q 0.0 D.o ❑❑❑❑ 0.0 0.q o.o n.0 O .S U.S 0.0 0.0 O .0 0.0 0.0 U.S 0-0 0.0 0.0 0.0 5s 0 0 .• 0 0.0 0.0 0.0 0.. 5 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 BLOCKING /SUPPORT IN WALL - COORDINATE WIN VENDOR FOR REQUIREMENT AND EXACT LOCATION KEY BOARD CASH DRAWER ,( - DRAWER PILE STOCK 8001" R ELEVATION N.T.S. OP DOO PULL -OUT SHELF 0 0 h I CPU ❑ ❑ ❑I� 0.0 . 5 U.S q 0.0 0.0 5 0.0 o 0 0•o 12.12 0.0 0.0 0.q 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.12 12.12 12.12 0.5 0000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YO 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WD -I • \. SALES DOOR AND JAMB 1/2"x1/2"x1/8" THICK CONTINUOUS ALUM. ANGLE, TYP. SELF LEVELING COMPOUND AS REQUIRED EXIST- CONCRETE SLAB SALES TO STOCK FLOOR TRANSITION SCALE: 3"::1I-0" I11I [11 t❑ ❑❑C - n n q.0 0.0 0.0 O .0 0•0 n.0 0 . 0 D 12.0 12.0 12.12 o.o . q . 0 0..0 0 0 0.0 0.0 5 0.0 0.0 0.0 0.0 D -D D•o o•D o -o 0000 • 0•0 0.0 0.0 O .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O .0 D•0 0.0 0.0 q•D 0.0 0. 0.0 0.0 0.0 0.0 . D -O 0.0 0.0 0 q.q D -0 1 I D .p D.O 0.o o.0 0.0 0.0 0.0 0.0 0.0 U.S . q 12 0.0 0.0 0.0 0.0 D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ..o o.o 0.0 0.0 0.0 0.0 5 0.0 0.0 5 D 0.0 0.0 0.0 . u.o u.o 5 0.0 .0 .o o.o 0.0 0.0 5 0.0 0.0 D D U.S 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.0 0.0 0.0 0.0 0000 -0 0 -0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 n.q 0.13 0.0 0.0 0.0 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .CD - 0 , -o -ONO- D . C 5 . 5 0.0 0.0 0.0 0.0 0.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0•0 0.0 0.0 0.0 0.0 0.0 O.O 0.0 0.0 0.0 ❑ ❑ ❑ ❑ 0.0 O.tl q BLOCKING /SUPPORT IN WALL - COORDINATE WITH VENDOR FOR REQUIREMENT AND EXACT LOCATION INTERIOR ELEVATION (WEST) N.T.S. "FEATURE" CABINET" ELEC. J -BOX REQUIRED • \. ❑❑❑ - El 12.12 12.12 12.12 0.0 0.0 15-0 0.0 0.0 0.0 0.0 0.0 0 -12 tl.q u.m q 0 0-0 0.0 0.0 0.0 O - 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0 - ❑ ❑ ❑ 0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0 0.0 0.0 0.0 . 0 - 5 . 0 - 0 . C 0• . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0 D•o 12.12 12.12 o -o FIXTURE TO WALL ATTACHMENT DETAILS - 15 OTHERS SCALE: NT$ C • \. 0.0 0.0 0.0 0.0 0.0 n.0 0.0 0.0 0•tl 0.0 • 0.0 0 0 qo 0.0 O .0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 ❑ ❑ 0 0 0.0 O.q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0•0 0.0 0•0 0.0 0.0 0.0 .o .p o 5 0.0 0.0 0.0 0.0 q .tl q.q 0.0 0.0 PEI -1560 -COIL WALL DISPLAY I/2" CORIAN CAMEO WHITE FINISH. (SEE FINISH SCHEDULE: 55 -1) ..' 1.., . -. r -r-v P urr care PF1- 7560• -COR DEMNYOUft FEATURE WALL D PLAYS - 1/2 CORM CAMEO WHITE FW. x x PDF created with pdfFactory trial version www.pdffectorv.com EXISTING WALL (STEEL REINFORCED c/w HORIZONTAL METAL STRAPPING, SEE A -3.0) 2"x6"x35' FIR CLEAT METAL FRAME SUPPORT SEE DETAIL 1/8 18 18' CLEAR ACRYLIC (2 PIECES) KNURLED HEAD THUMB SCREW 1 /2 "OIA. x 3/16' HEAD 10 -32 THREAD T -NUT w /SLABBED BASE 10 -32 THREAD SPAE -NAUR 0 N -269 6 1/8 x 6 i /8 "x 1 /4'DEEP RECESS CUT -OUT 1 1/4 "x I I/4 SQ. HOLES THRU CORIAN PANEL c/w 1/8" RADIUS 0 INTERIOR EDGES I x3- 1/2'x35' BLOCKING SECURED TO EXISTING WALL (STEEL REINFORCED c/w HORIZONTAL METAL STRAPPING, SEE A-3.0) UNIT CONSTRUCTED OF 1/2" CORIAN (CAMEO WHITE). ALL CORNERS SQUARE EDGE (NOT RADIUS). ALL JOINTS TO SE FLUSH OUTSIDE AND INSIDE. CORIAN (CAMEO WHITE) BASE & TOP SOL.S LICE id CORPORATION r - 44 t/2% 88"F 7 3/ B'p . W.6 rum wui- KL• AR- 8010,0E w !91 TORONTO A RO D RA 0 0D110 aALe ►Eaee�rG D00 Ln[ op w,. .0u 'JC/A. P1xYL 90'1631-1OW FAX G O.O34R120 3 -0 DURATRANS GRAPHIC DISPLAY (BACK LIT) E l O .0 0i 0.0 0.0 00 . 00 • 00 .0 00 0.0 0 D•D 12.12 0 o•o 0❑❑❑ o•n 0.0 0•0 0.0 0•0 0.0 0.0 D -D •0 0.0 0.0 D q.0 0.q 9.17 -0=-0 -r• 12-12 •-ro 0.0 D•0 0.0 0.0 O .0 0.0 0.0 5.0 o•o 0.0 0•0 0•0 3 /f' x 2' CORM SUFPCRT SW ARCM PERUSER OF • 1 7/16' 6 3/8' 7/T6 / r- PEI -1552 -00R SOLS TICE OESCRIPTAYB REAR WALL FEATURE DISPLAY - 1/2' CORM CAMEO WHNE Flk Or TRANSPARENCY DOH1aooEs >: OlFit-L 0 CC tganO OD 0£ 0FOr0om1 s11OM 1E8H1 A3 0• MIME MIRY ? m m SCIOTOL A FEFROXOWN or 11 MOM 1u0U101 0;14 4 9 Mira% PDF created with pdtFactary trial version WNW. pdffactory.corn A?11 / F Y / �l MENG WALL (STEEL REINFORCED c/w HORIZONTAL METAL STRAPPING 0 MOtJNTINC LOCATIONS) SIDE ELEVATION SCALE:1 " -I' 0 .Rat moE I T/4 x 1 1/4' SQ. HOLES THRU CORLAN PANEL. & 1 /8' RADIUS G INTERIOR EDGES (SEE DETAIL) 1 x4* FIR CLEAT UNIT CONSTRUCTED OF 1/2 CORW1 (CAMEO WHITE) 1/2" CORtAN (CAMEO WHITE) BASE & TOP wx. 2' -31" Lam, use - 0D 1- x.r , uR.e_,came o TORONTO Den Av0@pg5 AA 011E; MODINni owoo. 47 05 JAN 30/04 Mfg POSERS.IXO �� °°"'""' CV idX CORPORATION FINISH SCHEDULE PAINT P -1 A P -2 P -3 I C ] P -4 P -5 E P -6 VG YCT -1 WA SI1 Su MFR: BENJAMIN MOORE COL: DUNE WI -IITE NO: 968 PINISI -4: EC SI-1ELL VINYL LATEX LOC: INTERIOR WALLS MFR: BENJAMIN MOORS COL: DUNE WHITE NO: 968 FINISH: SATIN ENAMEL LOC: DOORS BASE 4 TRIM MFR: BE=NJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: FLAT LATEX LOC: CEILING MFR: BENJAMIN MOORE COL: PILGRIMAGE FOLIAGE NO: 2115 -20 FINISH: PLAT LATEX LOC: TOP OF RAISED SOFFIT MFR BENJAMIN MOORE COL: PILGRIMAGE FOLIAGE NO 2115 -20 FINISH: FLAT LATEX LOC: FEATURE WAL L- SEE ELEV. MFR: BENJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: SEMIGLOSS LOC: RESTROOM WALLS MFR: ARMSTRONG COLOR: ANTIQUE WHITE= 51811 SIZE: 12 "X12" LOC.: STOCKROOM NOTE CLASS I FIRE RATING LL COVERING MFR JACARANDA STYLE: SANPOOR WALL COVERING NAME: WALNUT OLIVE TYPE: FLAT CUT LOG.: FEATURE WALL NOTE: PARTITION MUST BE LEVEL 5 FINISH EET VINYL MFR: ARMSTRONG PATT: MEDINTECH TANDEM COLOR 86419 SILVER GRAY LOC.: RESTROOM NOTE: SELF COPING 6" BASE SV -I EXIST. CONCRETE SLAB EXISTING SHEET VINYL FLOORING LEVELING COMPOUND AS REQUIRED FLUSH STONE S -I H METAL M -I MFR STONE SOURCE COLOR WHITE, NATURAL SELECT POLISH FINISH STYLE: REPIN ARDENNES IVORY SIZE: 18" X 18" LOC: FLOORING GROUT: MFR: LATICRETE SPECTRALOCK, COLOR: ANTIQUE WHITE MATERIAL: STAINLESS STEEL GAUGE: 20 BRUSHED *4 LOC.: STORE FRONT CLADDING NOTE NO EXPOSED FASTENERS SOLID SURFACING Se -I J CEILING TILE ACT -1 BASE B -1 K B -2 L WD -I MFR: CORIAN COLOR CAMEO WHITE (B) LOC.: DISPLAY FIXTURES. SEE INTERIOR ELEVATIONS MFR ARMSTRONG STYLE: DUNE *1713 SIZE: 24" X 48" COLOR WHITE LOC: STOCKROOM NOTE: TILE SHALL COMPLY WITH ASTM C635 4 ASTM C636 MFR: ROPPE COLOR BLACK P -100 HEIGHT: 4" COVE LOC: STOCKROOM MATERIAL: PAINT GRADE HARDWOOD COLOR P -2 HEIGHT: 4" HIGH LOC: RETAIL AREA WOOD DECK FLOORING MFR: MOULD -RITE COLOR WHITE OAK PREPINISHED RANDOM PLANKS SIZE: 3" WIDE X 1" THICK LOC.: RETAIL AREA NOTE: NON- COMBUSTABLE. CLASS II FIRE RATING NOTE: ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS INCLUDING FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. MATERIALS MUST BE RATED CLASS 'A' INCLUDING STOREFRONT FINISHES, WITH A FLAME SPREAD OP 25 OR LESS. ONE LAYER 5/S" TYPE "X" GYP. BOARD EACH SIDE OF WALL A" METAL STUD 6 24" O.C. PROVIDE FIRE TREATED WOOD BLOCKING BEHIND CABINET AS REQ'D. FIRE EXTINGUISHER CABINET SEE SPECIFICATIONS PROVIDE FIRE TREATED NAILER TOP 4 BOTTOM OF CABINET (MIN. 2A -1015C) METAL BOTTOM TRACK ANCHORED TO CONC. PLR W/ POWER ACTUATED FASTENERS (LC. .O. *1693) BASE AS SCHEDULED FINISH FLOOR SEMI RECES FIRE EXTINGUISHER CABINET SCALE: 1 -1/2" = 1 - TRANSITION STRIP Z1Oi■111111IIuuI YCT TO SHEET VINYL TRANSITION SCALE: 3" =1 -0" YCT FLOORING YCT -1 • 5 -1 1/2 "xl/2 "xl S" THICK CONTINUOS ZINC ANGLE, TYP. MALL TO SALES FLOOR TRANSITION SCALE: 3" =1' - 0" MALL TILES, REPLACE TO MATCH IF REQUIRED RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification ATE OF REG ERED AR N ITECT SHINGTON RSP Architects, Ltd. with Terry Wobken Washington No. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For Drawn By Ty Checked By MW Date REVIEWED FOR ODE COMPLIANCE APPROVED JUL 0 7 2008 at Of Tukwila LDING DIVI ION 6834 WI 04.01.07 ,STEE 2 Project Nn. 1 688.005.02 NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof. are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. I Copyright RSP Architects 2003. All rights reserved. 480.889.2000 480.889.2099 fax www.rsparch.com INTERIOR ELEVATIONS & DETAILS A911 FIXTURE PLAN SCALE:1 /4 " =1' -0" / 0 — i Ul 0 4' -0" v Ul a, PF1 -7561 01 -d7 PFI -7561 101 4' -5" `C■SH WRAP 102 SO -800 100 RETAIL SO -800 SO - 800 SO -800 FFO-8504 FF0 -804 PFI -7561 3' -6" FEATURED WALL - P19 -6265 ryi 3' -10" PFI -7561 3' -0" 01 a, LOCKERS 07 0 L I- -v 361' x 30" CLEAR SP L a) 0 01 • • • • STOCKROOM E PROJECT NORTH FINISI-I PLAN SCALE:1 /4 " =1' -0" 101 N DIRECTION OF • WOOD PATTERN Jr / / / 1 102 P -1 WD -1 B -2 100 RETAIL AT RAISED CEILING P -1 VCT -I F -I STOCKROOM 5- 101 2/ 7 cop fi ROJECT NORTI -4 FINISH SCHEDULE PAINT P -1 A P -2 n P -3 C P -4 D P -5 E P -6 oi 0_0ci" crocl VCT -1 F 5V -1 121 I3I 4 5 6 2 3 4 5 GENERAL NOTES I. SEE SPECIFICATIONS, SHEETS G -004, G -005, G -006 FOR ADDITIONAL NOTES AND REQUIREMENTS. 2. INSTALL FINISHES PER MANUFACTURER'S INSTRUCTIONS AND ARCHITECTURAL SPECIFICATIONS. 3_ COORDINATE WITH VENDORS FOR REQUIREMENT PERTAINING TO IN -WALL FIRE RATED FLOCKING AND SUPPORT FOR ALL WALL MOUNTED DISPLAY FIXTURES AND STOCKROOM SHELVING. 4. ALL INTERIOR WALLS TO BE PAINTED. SEE FINISH SCHEDULE. 5. GC- SHALL BE RESPONSIBLE FOR INSTALLING ALL CONDUITS PRIOR TO FLOORING INSTALLATION. 6. PROTECT ALL EXISTING TO REMAIN SURFACES. CLEAN PATCH, REPAIR OR REPLACE ALL EXISTING FINISHES TO "LIKE -NEW" CONDITIONS. �- PROTECT FINISHED FLOORING (STONE) WITH 1/4" MASONITE TAPED OVER VISQUEEN IN PLACE UNTIL FINAL CLEANING. 8. TENANT CONTRACTOR WILL REPAINT AND /OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENTS. 9. WOOD MAY BE USED PROVIDED IT 15 FIRE RETARDANT PRESSURE TREATED AND MEETS UL TESTING STANDARDS AND APPROVED 15Y BLDG DEPT AND FIRE DEPTS. TESTING RESULTS OR CERTIFICATES MAY BE REQUIRED. 10. FINISH FLOOR MATERIALS CANNOT EXCEED 5 POUNDS PER SQUARE FOOT. IL VINYL COMPOSITION TILE 15 NOT PERMITTED IN SALES AREA OR ANYWHERE IT I5 VISIBLE TO PUBLIC. IT CAN BE USED IN STOCK ROOM AND MUST BE MINIMUM 3/32" THICKNESS AND MEET FEDERAL SPECIFICATIONS 5S -T -312 -6 TYPE IV. 12. FOR WALL MOUNTED FIXTURES THAT REQUIRE ELECTRICAL POWER, INSTALL CLOCK RECEPTACLES IN WALL. COORDINATE WITH VENDOR FOE PLACEMENT LOCATION. MFR BENJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: EGGSHELL VINYL LATEX LOC: INTERIOR WALLS MFR: BENJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: SATIN ENAMEL LOC: DOORS BASE 4 TRIM MFR BENJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: FLAT LATEX LOC: CEILING MFR: BENJAMIN MOORE COL: PILGRIMAGE FOLIAGE NO: 2115 -20 FINISH: FLAT LATEX LOC: TOP OF RAISED SOFFIT MFR: BENJAMIN MOORE COL: PILGRIMAGE FOLIAGE NO: 2115 -20 FINISH: FLAT LATEX LOC: FEATURE WAL L- SEE ELEV. MFR BENJAMIN MOORE COL: DUNE WHITE NO: 968 FINISH: SEMIGLOSS LOC: RESTROOM WALLS VCT MFR ARMSTRONG COLOR ANTIQUE WHITE *51811 SIZE: 12"X12" LOC.: STOCKROOM NOTE: CLASS I FIRE RATING L COVERING MFR: JACARANDA STYLE: SANFOOR WALL COVERING NAME: WALNUT OLIVE TYPE: FLAT CUT LOC.: FEATURE WALL NOTE: PARTITION MUST BE LEVEL 5 FINISH SHEET VINYL MFR: ARMSTRONG FAIT: MED INTECH TANDEM COLOR: 86419 SILVER GRAY LOC.: RESTROOM NOTE: SELF COVING 6" BASE NOT USED FRP PANEL TO 4' -0" HIGH. STONE 5 -I H METAL M -1 SOLID SURFACING SS-1 J MFR: STONE SOURCE COLOR WHITE, NATURAL SELECT POLISH FINISH STYLE: REFIN ARDENNES IVORY SIZE: IS" X IS" LOC: FLOORING GROUT: MFR: LATICRETE SPECTRALOCK, cOLOR: ANTIQUE WI -IITE MATERIAL: STAINLESS STEEL GAUGE: 20 BRUSHED *4 LOC.: STORE FRONT CLADDING NOTE: NO EXPOSED FASTENERS MFR: CORIAN COLOR: CAMEO WHITE (B) LOC.: DISPLAY FIXTURES. SEE INTERIOR ELEVATIONS CEILING TILE ACT -I BASE B -1 K 5-2 L WD -1 MFR ARMSTRONG STYLE: DUNE *1113 SIZE: 24" X 48" COLOR WHITE LOC: STOCKROOM NOTE: TILE SHALL COMPLY WITH ASTM C635 4 ASTM C636 MFR: ROPPE COLOR BLACK P -100 HEIGHT: 4" COVE LOC: STOCKROOM MATERIAL: PAINT GRADE I- 4ARDWOOD COLOR P -2 HEIGHT: 4" HIGH LOC: RETAIL AREA WOOD DECK FLOORING MFR MOULD -RITE COLOR: WHITE OAK. PREFINISHED RANDOM PLANKS SIZE: 3" WIDE X i" THICK LOC.: RETAIL AREA NOTE: NON- COMBUSTABLE. CLASS II FIRE RATING NOTE: ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS INCLUDING FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. MATERIALS MUST BE RATED CLASS 'A' INCLUDING STOREFRONT FINISHES, WITH A FLAME SPREAD OF 25 OR LESS. FIXTURE PLAN KEY NOTES MANAGER'S DESK WITH DRAWER FILE AND SAFE BELOW_ MOUNT AT 30" A.F.F. SEE ELEVATION, SHEET A401. MANAGER'S COUNTERTOP WITH ADJUSTABLE SHELVING ABOVE ON HEAVY DUTY STANDARDS AND BRACKETS. SOLSTICE STANDARD CORIAN WALL DISPLAY PANELS, TYP. SOLSTICE STANDARD WOOD VENEERED CASHWRAP. SEE DETAILS SHEET A901. SOLSTICE STANDARD "FEATURE CABINET" DISPLAY FIXTURE, SEE ELEVATION 1/A901. SOLSTICE STANDARD HEAVY DUTY METAL SHELVING, ATTACHED TO WALL. NEW WALL HUNG MIRROR WITH 2" WALNUT FRAME AT ALL SIDES, TYP- OVERALL WIDTH IS 1' -10 ". HEIGHT INSTALLATION TO MATCH WITH WALL HUNG CORIAN PANEL (APPROX. 96 5/5). FINISH PLAN KEY NOTES PROVIDE PROPER TRANSITION BETWEEN LIMESTONE TILE FLOORING AND WOOD FLOORING, SEE DETAILS ON A90I. PROVIDE PROPER TRANSITION BETWEEN FLOORING. TRANSITION TO OCCUR AT CENTERLINE OF DOOR SEE DETAILS ON SHEET A901. MALL TILE LINE TO LINE OF CLOSURE. PROVIDE FLUSH TRANSITION BETWEEN EXIST. WALKWAY FINISH AND LIMESTONE TILE. RSP Architects 502 S. College Avenue Suite 203 Tempe, AZ 85281 Certification RSP Architects, Ltd. with Terry Wobken Washington Na. 6634 Location Westfield Southcenter 201 Southcenter Mall Tukwila, WA 98188 Project For .STEE Project No. 1688.005.02 Drawn By Ty Checked By MW Date ' Wk 9'4 192t 04.01.07 ® Copyright RSP Architects 2003. All rights reserved. FIXTURE PLAN & FINISH PLAN 480.889.2000 480.889.2099 fax www.rsparch.com 1101 NOTICE: The designs shown and described herein including all technical drawings, graphics. and models thereof. are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. A 05/05/0Fa Landlord Comments * 1