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Permit D08-012 - WESTFIELD SOUTHCENTER MALL - CLAIRE'S - TENANT IMPROVEMENT
CLAIRE'S 2836 SOUTHCENTER MALL D08 -012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -012 Occupant /Tenant: CLAIRE'S Building Address: 2836 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: BUILDING OFFICIAL 38 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES DESCRIPTION OF WORK: NEW RETAIL TENANT IMPROVEMENT CitAf Tukwila Parcel No.: 6364200010 Address: 2836 SOUTHCENTER MALL TUKW Suite No: Contractor: Name: HARDCASTLE CONSTRUCTION INC Address: PO BOX 617 , WASHINGTON, OK 73093 Phone: 1800722 -6062 Contractor License No: HARDCCI099CK doc: IBC -10/06 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 Tenant: Name: CLAIRE'S Address: 2836 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: PAUL LANDA Address: 2932 NORTHWESTERN AV , RACINE WI 53404 Phone: 262 633 -9900 X 1257 DEVELOPMENT PERMIT Value of Construction: $95,000.00 Fees Collected: $2,097.30 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -012 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Expiration Date: 03/24/2009 D08 - 012 Printed: 06 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • 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: Permit Center Authorized Signature: governing this work will be complied Print Name: doc: IBC -10/06 N 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 12 /.7 ' : 7 , whether specified herein or not. Permit Number: D08 -012 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Date: I,10 0a 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 erformance of rk. I am authorized to sign and obtain this development permit. z a�- Signature: Date: 6 - - 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 -012 Printed: 06 -02 -2008 1: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 2836 SOUTHCENTER MALL TUKW Suite No: Tenant: CLAIRE'S 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 -012 Status: ISSUED Applied Date: 01/08/2008 Issue Date: 06/02/2008 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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) 4: 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) 5: 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) 6: 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) 7: 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) 8: 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) 9: 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) 10: 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) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 12: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access doc: Cond -10/06 D08 -012 Printed: 06 -02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 15: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 16: 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) 17: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: 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) 19: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 20: 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. 21: Local U.L. central station supervision is required. (City Ordinance #2051) 22: 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) 23: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D08 -012 Printed: 06 -02 -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 26: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 27: 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. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: 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 -012 Printed: 06 -02 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: L - Print Name: doc: Cond -10/06 4 14 / D08 -012 Printed: 06 -02 -2008 SITE LOCATION Mailing Address: Cotnrv-ny Nfq e: Mailing Address: Contact Per non:__ i, grin'! Add.' Coetert otor FF f'lr ' :tr ?t ?rm T:iPt h CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htrh: i ru'w. c•i. iukn- i /a. Wa. us PAUL- L A J d Mailing Address: � 6 132 Pen r rt (thile V Adt . I not ho ar:rontord through thr• rnail or by fax ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Con N2r'tr•: / `M r "-' Mailing Address: )0 NJ 'G��[`i'S ©14t.G � �y t o Contact Person:,:JE' 4'E tti II Cr.mp: ny N` :mr•: � P p AL., s Mailing Address: nrt • N � Contact Person:_ 4K) Vtl 1 op( E -M Q: \Applications`.torns Applications On Lire`3 2u0(, Yermit A.pplication.doc Revisert: 9.20(16 Building Permit No. Mechanical Permit No. bib -ols -- Plumbing/Gas Permit No. P � — 001 Public Works Permit No. -(911/- Project No. Day Telephone: F Vnir`xtinn Fl,` {tr• F (to - 1hc> ; iK (For office use only) Applications and plans must be complete in order to be accepted for plan review. �9}f� King Co Assessor's Tax No.: % _ j D )7 � I eneo 3 i i,• 'lt.lr;...3: MALL S e - '�!aerih�: *1 ( Floor: J Ten N'mr• (( t1} Nr -r �-y (� p/�, ^� w TenPnt! Yeo No F�riznr •rte✓ (1" n r�'. N"T": yy x.. 76 1 IC =-L..O L--V I ft 1 ieN0 CA CONTACT PERSON -- who do we contact when your permit is ready to be issued , r GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) get 775DAt " AZ 1s25 Day Telephone:, / f - e) / (0 -4%b yzt t'...._ Nurnb_r: ._ 72 2 .3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Day Telephone: 4002 - 4 41 &31 Pagel of 6 BUILDING PERMIT iNFOR ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ qs t ® Scope of Wor (please p ovide detailed information): rem I e to" i, „..51,- , Will there he new rack storage? ❑ Yes Existing Building Valuation: $ vvnbj X j.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arch o f th foundation of ell 4 1r ! t r lttre ti pl. any de -' over 18 inches purl o greater than 18 inehes) *For an Accessory dwelling, provide the following: 1.ot Area. (r:rl I1): Floor prat of principal dwelling: Floo non of t,rcPi_._ory dsvi lu ng;: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Port. ing St' +tl: 1'mrid.rt: Stnndnrd• ('nm „_trt: I ttt Will there br a change in use? ❑ . Yes . No if "yes ", explain: FIRE PROTFCTJON /IIA7ARfOIIS MATFPIAI.S• Sprinklers ❑. Automatic fire Alarm ❑ Nnne ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yev', attach list of rnnterioly mid storage locutions on u se /wrote 8.1 /2 "x 11" paper including nttnnlities ant! Material of l )ate. sheets SEPTIC SYSTEM ❑ ..On - site Septic System — For on -city, septic system, provide ? copies of a rlmmnt septic design approved by King f'nnnty Health I )epnrt menl Q \AppliationsU'orm: Applications On Lino13 1006 Permit Appltation.doc Revised: 9 -2006 t>h Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 13340 C/ ),�/0 e e p J /f / 2 2' Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT iNFOR ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ qs t ® Scope of Wor (please p ovide detailed information): rem I e to" i, „..51,- , Will there he new rack storage? ❑ Yes Existing Building Valuation: $ vvnbj X j.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arch o f th foundation of ell 4 1r ! t r lttre ti pl. any de -' over 18 inches purl o greater than 18 inehes) *For an Accessory dwelling, provide the following: 1.ot Area. (r:rl I1): Floor prat of principal dwelling: Floo non of t,rcPi_._ory dsvi lu ng;: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Port. ing St' +tl: 1'mrid.rt: Stnndnrd• ('nm „_trt: I ttt Will there br a change in use? ❑ . Yes . No if "yes ", explain: FIRE PROTFCTJON /IIA7ARfOIIS MATFPIAI.S• Sprinklers ❑. Automatic fire Alarm ❑ Nnne ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yev', attach list of rnnterioly mid storage locutions on u se /wrote 8.1 /2 "x 11" paper including nttnnlities ant! Material of l )ate. sheets SEPTIC SYSTEM ❑ ..On - site Septic System — For on -city, septic system, provide ? copies of a rlmmnt septic design approved by King f'nnnty Health I )epnrt menl Q \AppliationsU'orm: Applications On Lino13 1006 Permit Appltation.doc Revised: 9 -2006 t>h Page 2 of 6 PUBLIC WORKS PERMIT IOPORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): NO WO - Water District ..Tukwila ❑ ...Water Availability Provided Sewer District ..."Tukwila Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34") ❑ ..: Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boys that apply): ❑ .., Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Constnlction/Excavation/Fill - Right -of -way .. _ _ Non Right of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove lJtilitics ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public Water Mejr Refund/Billing: Name: Mailing Address:_____ ❑ ... Water District 1! 1)5 Q:\Appltcations\-orms Applications On I Intl 20005 Permit Application doe Revicn . 9 -2(w)6 Kt. Can before you Dig: 1 -SO0- 424 -5555 I Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ... ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. 1 roped Fire I .ire WO # _.. WO # WO #_ _... Private. Private ❑ .• Hifihline ❑ .. Renton 0 .. Seattle Septic System: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County I Icalth Department. ❑ .. Geotechnical Report 0 .. Maintenance Agrerment(s) ❑ . Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire I lydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City City 0 ...1raffie Impact Analysis ❑ ... Hold Harmless - (SAO) ❑...Hold Harmless (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ Utility llndcrgmunding ❑...Deduct Water Meter Size Day Telephone: State Zip State Zip Page. 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler Ventilation Fan Connected to Single Duct Diffuser Thermostat 3 -15 HP /500,000 BTU 15 -30 HP /1,000,000 BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System 1 Incinerator - Domestic Other Mechanical Equipment I y- �„ I,��� Cr1 � V C.� Air Handling Unit <10,000 CFM incinerator- Comm/lnd MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 e l ELI IAN CAL CON d RACi Oai INFORMATION ZION Company NamH' Mailing Address: F: °!c Zip City Day 'Telephone: E Mail Address: Fax N:u, bcr: Contact Person: ('enlraortr P.'oictratinn Nnmhrr: V Valuation of Meohaniral work (rruntrarinr's hid prico): $ 11) OV6 Scope of Work (please provide tdetaile(I information):___ . . NCI VM) � N6' 1 E)c &JsT ) ■ .. 6 1 u.�. g 1 C Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New....' Replacement....[] Fuel Type: Electric Gas....( Other: indicate type of mechanic aI work being imlallcd and the quantity below: Q:1ApplrcationsWonns Appkptions On tlnnV 2006 Permrt Appltmtion.dne Revised: 9 -2006 Rrniratinrt flare: 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 heady y Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks Dental unit, cuspidor Shower, sin Ike head trap Lavatory Urinals Water Closet I Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Rain water system – per drain (inside building) Water heater and/or vent V Additional medical gas inlets/outlets – six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Building 1Jsc (per tnt'l Building Code): I " — Occupancy (per Int'l Building Code): M Utility Purveyor: Water: - tl «A- Q:WpphrationsWomn Apphptions On Una \3 2006 )'enn;l Apphption.doc Revisal 9-'(X* u, • • PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CON'T'RACTOR INFORMATION Company Name: 04 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Indicate type of plumbing fixtures and. /or gas piping outlets being installed and the (Itearttity bl City State) Zip Day Telephone:_ _ Fax Number: Expiration Date: Eseemer Valuation of Plumbing work (contractor's hid price): $ , Valuation of Gas Piping work (contractor's bid price: $ . -. —_— Scope of Work (puns, provide detailed infnrmntinn): J V Ts Y l ecoW l FOCrO 12 ? Sewer: - 1 - V I L/ t Page 5of6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction - In all cases, a value of constntction amount should he entered by the applicant. This figure will he 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. Dijilding and Tyke)agnieal 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 Caiise demonstrated. Section 105.3./ International building ('ode (cumin edition). Plumbing Permit The Building Official may grant (Inc extension of time for an additional period not exceeding ISO days. 'Ilw extension shall be requested in writing and justiciable ewsr demonstrated. Section 11)3.4.3 Uniform Plumbing ('ode (eltrrent edition). 1 HEREBY CER17FY MAT' I 11AVE READ AND EXAMINED 17113 APPLICATION AND KNOW THE SAME TU BE TRUE UNDER PENALTY OF PERJURY BY '11IE LAWS OF 1711; STATE (W WASHING ION, AND 1 AM MID IORI/.l:D'10 APPLY FOR'1'IIIS PERMIT. BUILDING & WNE S Signature: -% • R AU'l"HOR1ZED AGENT: 1614144341 ! - o Print Name:_. Fc1 f b � i r i Mailing Address: 1 37136 23 > i'• s Q. Applicat:ansWeans Appliatimc On 1.4 a13 2045 t'c mit Apptipcn.doc Revisal: 9.2006 • Day Telephone.:. a1 Wad City Date Application Accepted: I 0 1 O q I ^A pplication Expires: 01 4 I Date: bi Y yato Ra03 7.ip Staff initial Page 6 of 6 Receipt No.: R08 -01893 Initials: User ID: JEM 1165 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -012 Address: 2836 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/08/2008 Applicant: CLAIRE'S Issue Date: Payee: HARDCASTLE CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0251196 1,296.50 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 1,232.00 60.00 4.50 Total: $1,296.50 Payment Amount: $1,296.50 Payment Date: 06/02/2008 01:42 PM Balance: $0.00 3111 06/02 9711 TOTAL 1296.50 doc: Receiot -06 Printed: 06-02 -2008 n , .• PPI"CrT.Q1M RECEIPT NO: R08 -00053 Initials: JEM User ID: 1165 Payee: STATE PERMITS INC City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• //www. ci. tukwila. wa. us SET ID: S000000936 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D08 -012 800.80 EL08 -024 49.20 M08 -008 50.22 PG08 -007 32.00 TOTAL: 932.22 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 140719 932.22 TOTAL: 932.22 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 49.20 000/345.830 883.02 TOTAL: 932.22 Payment Date: 01/08/2008 Total Payment: 932.22 6970 01/08 9710 TOTAL 932.22 Project: 0 LA I a-K,. Type of Inspection: 1- I N Q L Address: a.P_,3; ill I 1 Date Called: Special Instructions: Date - Wanted: a.m. Requester: Phone No: L ) DS 630 -- 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. El Corrections required prior to approval. ITE1 COMMENTS: ❑ $60. ' + INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter-B1vd., 100. Call to schedule reinspection. • Project: _4..4 fitl.S Type of Inspection: r Am Add?e 3 /Yl/ // Date Called: Special Instructions: Date Wanted: ? /}G� o • 7- Z Z - ` ` Requester: Phone No 7'O5 g:50-- 4.387_ I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Er Corrections required prior to approval. ❑ $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. ,.. • : i 1 COMMENTS: 4 e7 d o /1 7 pre 4/0404 r' !7'e / ke Inspector: (Date: 7/ z. ,9f Receipt No.: 'Date: COMMENTS: L __/.. A i Ad) les' . rd I , r i i ,'e t -ao.y1 // A Gifu i 0 11 , eJc // by re ad reel '^ � � ^l Date Called: 0k 47, s1,a bCP6 Special Inst Date Wanted: _ ,c �? �7 2 )- a:mS Requester: Project:, L A + (L-C.> Type of Inspection: q 2 e� ^� � '^ � � ^l Date Called: Special Inst Date Wanted: _ ,c �? �7 2 )- a:mS Requester: Phone No: L i OS - 836 - q ? INSPECTION RECORD Retain a ropy with permit -0l? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION V- PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 7/24 Qg $60.0!%' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid -t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: *8014011e750. r104rstookzAtavtaalbiltall Project;, IA/ ne . cti Type of In�� / • Add C� M A !/ Date Called: Special Instructions :: Date Wanted Q a.m' `?- 7 Q_J p.m. Requester: Pho27Id: -.... 5 gs 0 -2-/.3g? _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 18 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. .. COMMENTS: Receipt No.: h REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: . f a i re 5 Type of Inspection: Pro 1I �.l Address: fe.3 4 A4 �� r Date Called: Special Instructions: Date Wanted: 7 /2 / ca f a.m. pm. Requester: Phone No: 4Tjo Vi Z INSPECTION RECORD Retain a copy with permit Da' bt �.. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: f. es 1 ( d 7 Date: 7 /_ e 7 $600 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �,. _ _. _ .a �.ur..� _ ..._�..wa mete COMMENTS: Inspection: Type of � in r j F R Ad re s: vZ ; { t •• c.. "cN Date Called: CZJ . - 1 1r . Si M. of- 4,1'44. Vc Date Wanted: 6 2 5 -Q2 1/ ' tom COQ.- • , ;, s +:: P.m. Requester: Phone No: dos — 2/ / / ..3g7 43V- . 7 6.1kki,h,,..vz i.4 NA.. WY -, Proje r Liles S Inspection: Type of � in /4J (d Ad re s: vZ / Date Called: Special Instructions: A Date Wanted: 6 2 5 -Q2 , ;, s +:: P.m. Requester: Phone No: dos — 2/ / / ..3g7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior /o approval. t Inspector: 4%LL9'L (Date: G. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S.a�. - ,.AMP` 4'�teL ,Agti�gtin gaveg'X°1+6�T1TiTAli�' _, _Fd^'D 'flAPst,GA m L Project Type of Inspection: A ddress; , . / �7 ��' /rI1'� �f Date Called: Special Instructions: Date Wanted: dme Requester: Phon No tea .$ - g3d - ii -fie,, INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Corrections required prior to approval. 0 COMMENTS: Inspector: Date: / /r /) El $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eject: Type of Inspection: Address ' "v 1 Date Called: Speciall Date Wanted: G _ O � L Requester: Phone No "a- — -3 '38Z INSPECTION NO. INSPECTION RECORD. Retain a copy with permit z /Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/ EINSPE ION FEE REQUIRED. Prior to inspection, fee must be pal , r -t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 6 41. 4 tatirIP:440 w I4.. ear -11' `4.21.N.9944,..Atelatt, 'Date: �,II Project: 4 /;1 "s Type o Inspection: /77/NCB Address; -_2C 6 /17,77/7 Date Called: Special Instructions: Date W nted: Q a. m Requester: Phone No: i -, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. 0 Approved per applicable codes. COMMENTS: p f ew .��'k 0 /c L., c 1 '.S A9>L (at-r• L.f.l3 1,1 ere C 4✓ sG Inspector: INSPECTION RECORD Retain a copy with permit D664/2 Corrections required prior to approval. Date: 17 $60.00 REIftf 'ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: .;LLB' .. 4 7✓cJ «..'y'C,"'. Pro ct: x`4./1 Type Inspect�i -_ • Address: /, r::a� L? /I7.9// Date Called: .� Special Instructions: • Date /anted (�'� � ��� + P.m. Requester: Phone No O 4---' �710 42 l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oe-az PERMIT NO. Ile- (206)431 -3670 14 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ed 464'3 Alica ro PA S � r .s1 mi II Inspector: Date: f l -^ a g • ❑ $60.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: IneitettA Project: c t A ;2 .e _s Sprinklers: V Type of Ins ection: -Pt( c N t t--:> L---- Address: ? ` a Suite #: 5. C . -1 - 1, (, Contact Person: Special Instructions: P Permits: A3 Phone No.: Needs Shift Inspection: Y _ Sprinklers: V Fire Alarm: V Hood &Duct: N Monitor: C.4(4.f ) f 1F; ) Pre -Fire: P Permits: A3 Occupancy Type: A. i t •.. . - '. °. Apr 4 INSPECTION NUMBER 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWIILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 _ 206- 575 -4407 roved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 7/A-to 1. Hrs.. . n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: c ( i S Sprinklers: Fire Alarm: Type of Insp ion: -PA )Se IM ceL Address: 983, Suite #: •5 . . M frL L Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: : Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. .10t cef, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT E ypia -- - - 1 6- '- Vs PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: GPs -r lovri —0 K. SP ', oK c \ A MC Inspector: y Date: 7)18 } c Hrs.: $80.00 REINSPECTION F REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/01 T.F.D. Form F.P. 113 •r Project: 6.1 R -.5 Sprinklers: Type of Inspection: ... Address: .3. 93 () Suite #: c _ 0"'.4- Contact Person: f d,. -N,,, Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: . Pre -Fire: Permits: Occupancy Type: ' 04.' :M'34'*1'vE.:.a�47t�: !. + -a wn*mM.:..:+.7 t INSPECTION NUMBER ..Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 : 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: r r Inspector: Y Date: 7,4 8 Hrs.: $80.00 REINSPECTjON FEE REQUIRES. You will receive an invoice from F.. ity of Tukwila Finance - Department.. Call to 'schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 E- 1 s Project: ci ik i : ae i • LI .. .. r . Fire Alarm: Type of Inspection: . /. , D(Zra C6 o c4K Address: 9.1 t Suite #: .5 . t . vo oktz, • Contact Person: Special Instructions: Phone No.: Needs Shift In spection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: vfl'Nw'.5':...:.�y; •.ik! w'" 4+ 3�., eSSkgt. Uin_ a9ti"-`.. KY '..'rr. <`JirY:Err)'k14b'X'.K�x ui "_•∎ia: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWIILA FIRE DEPARTMENT o8 5- PERMIT NUMBERS 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 I I Approved per applicable codes. Corrections required prior to approval. COMMENTS:: . k • • I w<9 . i 7'oo • I Date: z,1417 c. 36 Hrs.: Inspector:' Y El $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: (rk F Re i Sprinklers: Tpe� of Inspection : Address: 0 �3 b S C Suite #: W Lt._ Contact Person: _jam_ Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre =Fire: Permits: Occupancy Type: INSPECTION NUMBER V3 -Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 xtt` i1Y. 1V/ 9.(:+✓ , ,.. 4hTH.Ua: 7. 1�` YAM '35Y ..Re!*F:itA!1'ri+►.3'i ::!4e�. iii.` �: 'r�;(C't!t�ab_W_4�fMG.4}.'MLSx cif'- :rY2tl5`/ '_ �.: _ssi< iii Deg - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: S - Inspector: Date: e/f Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 b Project Info Project Address Westfield Southcenter Mall Date 1/2/2008 633 Southcenter Mall - Space No. 2150 For Building Department Use Tukwilla, Washington 98188 • Applicant Name: CLAIRE ' s Applicant Address: Applicant Phone: i lq ix* V1o.1ec :umm 20C Stale Nonresidential Energy Code Compliance Forms 1 FILE COPY Permit No. 2006 Washington State Nonresidential Energy Code Compliance Form REVIEWED FOR CODE COMPLIANCE JAN 2 4 2008 C Of Tukwila B ILD: NC DIVISION Ar'PROVE Revised July 2007 RECEIVED CITY OF TUKWII A JAN 0 8 2008 • pkntvu I (.N I ER 9 W P 12� Pro Info Project Address W est f i eld Southcenter Mall D ate 1/2/2008 633 Southcenter Mall - Space No. 2150 For Building Department Use Tukwilla, Washington 98188 Applicant Name: CLAIRE'S Applicant Address: Applicant Phone: Project Description 1575.0 ❑ Plans Included requirements. ❑ New Building II Addition ' Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area sales Area "A" Recessed downlight 70W MN Retail 1.50 1050.0 1575.0 Office 2 Office 1.00 137.0 137.0 Toilet 78.0 Toilet 0.80 49.0 39.2 Sales Area 1092.0 Merchandise Display 1.50 986.0 1479.0 312.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3230.2 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales "A" Recessed downlight 70W MN 15 78.0 1170.0 Salaes Office "G" Fluorescent strip (2) 32W T8 2 62.0 124.0 Sales "M" Recessed downlight 70w ME 2 78.0 156.0 Sales "N" Wall Washer 70W ME 14 78.0 1092.0 Slaes "P "Track Mounted fixture 70W MH 4 78.0 312.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2854.0 I nteri or tia } .s .. - . gy p - �.fs��� -r is x 4 5•'r�..F it hting,wSumma.ry 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised du. 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable. the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use 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) Penitentiary and other Group 1 -3 Occupancies 1.0 1.0 Convention center 1.2 Courthouse 1.2 Police and fire stations" 1 0 Cafeterias, fast food establishments', restaurants /bars' 1.3 Post office 1.1 Dormitory 1.0 1.0 Retail' retail banking, mall concourses, wholesale stores (pallet rack shelving) School buildings (Group E Occupancy only), school classrooms, day care centers 1.5 1 2 Exercise center Gymnasia, assembly spaces 1.0 1.0 Theater, motion picture Theater, performing arts 1 2 1 6 Health care clinic 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) Common areas, corridors, toilet facilities and washrooms, elevator lobbies . 1 2 0 8 Museum 1.1 Prescriptive Spaces Occupancy: rTh Warehouses, storage areas or aircraft storage hangers 0Other Q ualification Checklist Lighting In Check Note tt occupancy type is "Other" and fixture Fixtures: if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, 0) reflector the space is not !united by Code Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify qualified, do LPA Calculations 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. �� Fibsk , :Y -v 4 n terroi st 4 yLah In 5, 2006 Washington Stale Nonres,denoal Energy Code Compliance Forms - Unit Lighting Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form -m mdr�Rt hale- _ _t ..i; Revised Jury :C.07 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. " 7) For conference rooms and offices less than 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 oy 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,il 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). h) 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 sloe only) of the racks. Tne height allowance defined in footnote 2 applies only to the floor area not covered by racks. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, Washington 98188 Name: CLAIRE S Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV LI Controlled by motion Sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 111 Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, Washington 98188 Name: CLAIRE S Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV LI Controlled by motion Sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 111 Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Tukwila, Washington 98188 Name: CLAIRE S Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV LI Controlled by motion Sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 111 Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Tukwila, Washington 98188 Name: CLAIRE S Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV LI Controlled by motion Sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 111 Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. Project Info Proj Addres Westfield Southcenter Mall Date 1/2/2008 633 Southcenter Mall - Space No. 2150 For Building Department Use Tukwila, Washington 98188 Name: CLAIRE S Appl. Name Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV LI Controlled by motion Sensor ❑Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 111 Less than 60% of the fixtures new, installed wattage not increased. & space use not changed. 2006 Washington State Nonresidential Ene-gy Code Compliance Forrrs 2006 Washington State Nonresidential Energy Code Compliance Form rri 'xte rior Ling um. Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage roposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Revised July 200 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W /ft Building Grounds • Walkways less than 10 feet wide 1.0 W'linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W'ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft` Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can he used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 Wift for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 Wift of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form Ext erio 4 r4 tang Sumrnas l(bac :afe.4•.m., .• ,a:as .. ...c.;s• +,d .. rn ,.. P�x 200E Vcash■nglon Slate Nonresidennal Energy Code Compliance Forms TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised Jul 2007 2006 Washington State Nonresidential Energy Code Compliance Form ng owa n ce Ijustme 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Westfield Southcenter Mall !Date 1/2/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Descr ption Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft From Table 15 -1 based on exceptions listed in footnotes i„ -, �g 2006 Washington State / efir 4r= +G' ..y 'e' .y;F,IQ ? T'4yl '7::} - F 5 a _ 3 � � . M ,fan Tans Checklist 1 " :C Z.s r *e: a.5 \.r --.N .M ...�.rf »:'. f �i ". H,[ + Nh. 5 .., ,.. _.. .,. .. �' :. il_5t_. .,r 1 Gx ' V.:f. ..' +4[J4 ..•a [.M i .., ! h.� . "t Nonresidential Energy Code Compliance Forms Rem sed July 2007 Project Address Westfield Southcentes Mall Date 1/2/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no. n.a.) Code Section Component Inrormation Required Location I on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n . a . 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n . a . overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n. a. (a) timer w /backup Indicate location n . a . (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I 1514 'Max. watts Ilndicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 - 1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n . a . 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 IElec motor efficiency IMECH - MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) I 1540 'Transformers 'Indicate size and efficiency I I . 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: DEPARTMENTS: Building Division Public Works Comments: TUES/THURS ROUTING: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 'PERMIT COORD COP • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 - 012 DATE: 02 - - PROJECT NAME: CLAIRE'S SITE ADDRESS: 2836 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Please Route I I Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 02-05 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: Not Approved (attach comments) DATE: DUE DATE: 03-04-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 012 DATE: 01 - - PROJECT NAME: CLAIRE'S SITE ADDRESS: 2836 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: g' Division Pub DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 tERMITCOORD COPY PLAN REVIEW/ROUTING SLIP 611 60 l' Fire Prevention Structural Incomplete ri Approved with Conditions DATE: DATE: MO IA- j-/o9 Planning Division Permit Coordinator Structural Review Required No further Review Required DUE DATE: 01-10-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Applicable ❑ Not Approved (attach comments) DUE DATE: 02-07-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS a 1 a' � --- DUCE l v Summary of Revision: U IN IC-y, 0,-(n u p , A 4 LT oF c - - ( - YL- O■ P(r M\erni1,Il � Received by: / \ 0 Li , 79 i f-- 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 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 of Revision: Received b : PROJECT NAME: SITE ADDRESS: PERMIT NO: REVISION LOG 40 bob -vt ORIGINAL ISSUE DATE: !J A- (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.citulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a , / e ) Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 4ermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ( 1 d i V 10.5 T L Project Address: 2e 5 to & i Ph CrM4 I kt I Contact Person: &j3 � h h s A-y. Phone Number: 2 53 -4 7_ tce 7 Summary of Revision: Sheet Number(s): fir stmt jo19, If' ' f)vominf "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: p Entered in Permits Plus on 0)4 0 ' applications forms- applications on line scvision submittal rr•Atetl• R..1 1Afld • 0 4u, Steve Lancaster, Director Steven M. Mullet, Mayor , FEB n 4 2008 • Y42, 1 Ain45 4o rnav4 December 28, 2007 Tukwila Building Division/Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 This condition is hereby acknowledged by: • • daire's stores To Whom It May Concern: Tenant improvement permit for Claire's, Tukwila Permit No. ��( issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. 3 S.W. 129th Avenue • Suite 202 • Pembroke Pines • FL 33027 t: 954.433.3435 f. 954.433.1488 www.claires.com „att e V President of Construction Claire's Stores, Inc. CITY R E TUKVVIUk JAN 0 8 2008 Pkrtivo ( ER 9ODO12 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 f 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 Ul 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 ) 9 4 Z' & Property Street Address T,goiM WA City State iN T fi 4 d arer" 14! "TI o N Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name �1./� l 4G6 (if applicable) ( 3/0 ) 9 - 749 r Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owners M I' Add Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 Signature of Owner /Representative 0114 �►? S RCE ZIP al M ailing Ad 47o1 W IsflRe St. ✓ ~- IZ Fie...ve- Los CA 71'92 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 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 corrected data for determination of a revised capacity charge. , Date / /zoo Print Name of Owner /Representative W .' 't %?1Sli #.1 1058 (Rev. 9/07) White - Kina County Yellow - Local Sewer Acencv P nk - Sewer Customer Property Tax ID # yZ Party to be Billed (if different from owner) City or Sewer District 11111 L'+11 Wi' 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 ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer 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) RECEIVED CITY OF TUKWILA JAN 0 82008 f LF1ivu I C I\I I ER A B RCE License Information License HARDCCI099CK Licensee Name HARDCASTLE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601299465 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 617 Address 2 City WASHINGTON County OUT OF STATE State OK Zip 73093 Phone 4052882311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/12/1991 Expiration Date 3/24/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HARDCASTLE, BILL 01/01/1980 HARDCASTLE, JIM 01/01/1980 HARDCASTLE, GENE 01/01/1980 C T CORPORATION SYSTEM AGENT 01/01/1980 Look Up a Contractor, Electrii or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 0 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HARDCCI099CK 06/02/2008 FIXTURE SPECIFICATIONS FIXTURE CONNECTIONS FIXTURE UNITS MARK DESCRIPTION MANUFACTURER MODEL NUMBER FITTING ACCESSORIES/ REMARKS COLD WATER HOT WATER WASTE VENT QUANTITY FIX WATER F.U. WASTE F.U. EACH TOTALEACH — TOTAL HWC HANDICAPPED WATER CLOSET "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 FLUSH TANK 1.4 GPF VITREOUS CHINA, 17.25" HIGH ELONGATED BOWL, PROVIDE SOLID PLASTIC SEAT WITH OPEN FRONT AND COVER 1/2" — 4 2" 1 2.0 2.0 6 6 LAV LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD" #0355.012 LUCERN "RELIANT" #2385.063 SINGLE LEVER FAUCET PROVIDE WITH "TRUEBRO" HANOI LAV - GUARD #102 P -TRAP AND WATER LINES INSULATION PER HANDICAP. REQMTS. AERATOR, CAST GRID STRAINER, 1 -1/4" O.D. TAILPIECE, CHROME FINISH 1/2" 1/2" 2" 1-1/2" 1 0.5 0.5 1 1 FD FLOOR DRAIN "J.R. SMITH" #2005 -A - _ _ ROUND TOP W/ TRAP PRIMER CONNECTION w FLOOR SINK (F.S.) 2" 1-1/2" 1 - - 3 3 TP TRAP PRIMER "PPP INC." PRIME RITE PR-500 - - - PROVIDE W/ ACCESS PANEL AND SHUT -OFF VALVE 3/8" - - - 1 - - - - WH INSTANTANEOUS WATER HEATER "CHRONOMITE" #SR -20L 4160 W HEATING ELEMENT 337 RISE FOR 0.5 GPM AT 206V/ 1 PASE 3/4" 3/4" - - 1 - - -- - BP REDUCED PRESSURE PRINCIPLE BACKFLOW PREVE TOR. "WATTS" U009M2QT - _ _ 1" AIR GAP FITTING MODEL # 909AG -C 3/4" - - - 1 - -- - - NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. TOTALS 2.5 10 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SOIL WASTE LIE (W) —4•::1— SHUT OFF VALVE (GATE) - - -- VENT LINE (V) - -lr-- CHECK VALVE — COLD WATER (C.W.) UNION — —Ij --- — — HOT WATER (H.W.) —I I— LUBRICATED PLUG VALVE --- • • • - HOT WATER RETURN HOSE BIBB (H.B.) I —G— GAS LINE --0- BRANCH RISE OFF MAIN —TW— TEMPERED WATER 0 S.C.O. SURFACE CLEANOUT DRAIN LINE 0 F.C.O. FLOOR CLEANOUT —D BUILDING SEWER —1:><— GLOBE VALVE I I I I 0 FLOOR DRAIN (F.D.) o BALL VALVE ----I ... FLOOR SINK (F.S.) - R.D.L -- ROOF DRAIN LEADER QQ ROOF DRAIN (R.D.) - O.D.L.- OVERFLOW DRAIN LEADER Q OVER FLOW DRAIN — CD— CONDENSATE DRAIN LINE —I WOO WALL CLEANOUT —ICW INDUSTRIAL COLD WATER POINT OF CONNECTION �1 1 DUAL OUTLET ANGLE STOP 1/8" C.I. BEN LAV 1 /2" WALL MOUNTED LAVATORY (LAV) CHROME WALLCOVER AND SCREW. WH 3 /4" 3/4" CHICAGO 442 -LK ANGLE STOP WITH LOCKSHIELD CAP. 1/2" HWC HOT & COLD WATER SCHEMATIC 1 it mom im=mmi -- r WATER HEATER DETAIL MAY EXTEND AS A WASTE OR VENT NO HUB COUPLING WALL FLOOR LINE 1 /2" i TP FLOOR DRAIN TRAP g. I PRIMER IN 12x12 ACCESS PANEL. / / / / / / / 3/4" CW FEED FROM ABOVE CEILING f / PARTITION STOP (TYP.) PLUGGED TEE W /CLEANOUT BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WALL CLEANOUT DETAIL N.T.S. N.T.S. S.O.V. WATER METER REMOTE READER. N.T.S. D D WATER METER WITH REMOTE READER A 1-1/2" WASTE AND VENT SCHEMATIC TENNANT'S CONTRACTOR IS TO VERIFY POINTS OF CONNECTION OF ALL VENT, SEWER & WATER LINES WITH MALL MANAGEMENT BEFORE PROCEEDING WITH WORK. TENNANTS IS RESPONSIBLE FOR EXTENDING LINES FROM POINT OF EXISTING CONNECTIONS TO TENNANT SPACE AT TENNANT'S EXPENSE. i y PLUMBING FIXTURE SCHEDULE 2” VENT LINE. CONNECT TO EXISTING LANDLORD PROVIDED 3" VENT STUB -OUT. FIELD VERIFY EXACT POINT OF CONNECTION. N.T.S. LANDLORD NOTES 1. PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL ViSIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. 2. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. 4. INSTALL FLOOR OR WALL CLEANOUTS AT END OF SANITARY PIPING, AT EVERY 50 FEET, AND ANY CHANGE OF DIRECTION OF 45 DRGREES OR MORE. 5. INSTALL FLOOR DRAINS WITH TRAP PRIMERS IN ALL RESTROOMS. 6. INSTALL SHUT -OFF VALVES AT ALL PLUMBING FIXTURES. 7. INSTALL HAMMER ARRESTORS AT ALL PLUMBING FIXTURES. 4 WASTE LINE TO EXTEND & CONNECT TO EXISTING WASTE LINE PROVIDED BY LANDLORD. FIELD VERIFY EXACT POINT OF CONNECTION. 3/4" DRAIN LINE DOWN THROUGH CEILING 1 TO DISCHARGE OVER LAVATORY. PROVIDE WITH ESCUTCHEON PLATE TO MATCH CEILING. S.O.V wi WATER METER WITH REMOTE READER WATER METER REMOTE READER. MOUNT ® 48" A.F.F. FILE COPY Permit Plan review approval Is subject to errors Approval of construction the violation of any code or ordnance• of approved Fle!Copy and I ` BY Date: City of Tukwila PLUMBING FLOOR PLAUtL 1]1NG DIVISION iV� 1/4"=V-0" No changes to the scope o y ! r _ r ...,..._ ■ Tukwila But;r 6. NOTE: Revisions :'r;l require a new pan Submittal and may include additional plan review fees. PLUMBING GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTiST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 8. INSULATE HOT & COLD WATER LINES WITH 1/2" GLASS FIBER WITH NON - COMBUSTIBLE UL RATED VAPOR BARRIER JACKET. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. PLUMBING SYMBOL LIST NOTE ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY 3/4" CW LINE TO EXTEND & CONNECT TO EXISTING 3/4" CW STUB -OUT PROVIDED BY LANDLORD. FIELD VERIFY EXACT POINT OF CONNECTION. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. R E V1SQ 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K: SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 0 1 RECEIVED CITY OF TUKWiLA FEB 0 4 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. — co to co •173 StSt Itt4 91 1 cu m w U SCALE: DRAWN BY: PROJECT No.: STORE NO. 6349 1/4"-V-0" STAFF EXPIRES Ugrzjg DATE' November 21, 2001 SHEET: a a ¢ 0 0 L w d 3 • a w _ A � o e C • 0 H 0 P1 .LR -O"1 -052 14 of I1 ITEM FURNSIED INSTALLED EXIST. REMARKS 102907 CLR /ICG § • I CONTRACTOR I FIELD VERIFY ALL DIMENSIONS I CONTRACTOR SQ. FT. I SPCL ACTION STOREFRONT GLAZING • • 1,330 SQ. FT. • • • FIELD VERIFY ALL DIMENSIONS STOREFRONT BASE / HEAD AT GLASS SQ. FT. • • NON SALES AREA: 411 • 17.9 % FIELD VERIFY ALL DIMENSIONS STOREFRONT SIGN SQ. FT. • • • • • COORDINATE INSTALL. W/ SIGNAGE CONTRACTOR E.I.F.S. SYSTEM • • • • EXTERIOR STORES ONLY PAINT • • • . WHERE SHOWN ON PLANS CONTINUOUS REVEALS • • • • WHEN USED - SEE PLANS & ELEVATIONS NEUTRAL PIERS • • • IO • PROTECT AND REPAIR AS NECESSARY METAL PANELS • • . PROVIDE WITH PULL STRINGS AS REQ. BY TENANT. ` APPLIED STOREFRONT GLASS LOGO I • • • WHERE SHOWN ON STOREFRONT ELEVATION (ICING ONLY) CONCRETE FLOOR SLAB • • 1,330 SQ. FT. • • • G.C. TO PATCH AND REPAIR AS REQUIRED. CONCRETE FLOOR PATCH & LEVELING SQ. FT. • • NON SALES AREA: 411 • 17.9 % G.C. TO USE SELF LEVELING MATERIAL WHEN REQUIRED PATCH / INFILL MALL FLOORING SQ. FT. • • • • • OBTAIN MATERIAL FROM MALL SOURCE — VERIFY CERAMIC ENTRY TILE • • • • G.C. TO ATTACH TO WALL AT TOP SALES AREA CARPET • • • • WHERE SHOWN ON PLANS SHEET VINYL & VCT • • • • INCLUDING W.P. MEMBRANE AT TOILET WHEN REQ. REDUCER I TRANSITION STRIPS • • • IO FOR NON PUBLIC AREAS ONLY WOOD BASE FOR SALES AREA • • • PROVIDE WITH PULL STRINGS AS REQ. BY TENANT. RUBBER & INTERGRAL COVED BASE • • • • BY LOCAL PHONE CO. VINYL WALLCOVERING • • • • WHERE SHOWN ON PLANS (ICING ONLY) GYP. BD. CEILINGS OR SOFFITS • • 1,330 SQ. FT. • • 01A G.C. TO ASSEMBLE AS REQUIRED SUSP. T —BAR CEILING GRID AND TILES SQ. FT. • • NON SALES AREA: 411 . 17.9 % ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE CORNICE MOULDING SQ. FT. • • • • • WHERE SHOWN ON PLANS (ICING ONLY) CASH WRAP/ BACKWRAP • • 1,330 SQ. FT. • • 01A G.C. TO ASSEMBLE AS REQUIRED FREESTANDING FLOOR FIXTURES SQ. FT. • • NON SALES AREA: 411 • 17.9 % ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE LOOSE HARDWARE AND SHELVING SQ. FT. • • • • • LANDLORD REQ'D CONTRACTOR SALES AREA SLATWALL & HARDWARE • • • • G.C. TO ATTACH TO WALL AT TOP SHELVES OVER TOILET & MDA SINK • • • WHERE SHOWN ON PLANS OPEN WIRE SHELVING UNITS • • 1,330 SQ. FT. • • 01A G.C. TO ATTACH TO WALL AT TOP SLATWALL SQ. FT. 52.1 • NON SALES AREA: 411 • 17.9 % ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE SHELVES, BRACKETS, ETC. SQ. FT. • • • • LANDLORD REQ'D CONTRACTOR METAL EMPLOYEE LOCKERS • • • • G.C. TO ATTACH TO WALL AT TOP LADDER HOOKS • • i• TEL. CONDUIT TO SPACE • • • ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE CONDUIT TO SPACE STORE DESIGN TYPE: • 1,330 SQ. FT. • • 01A ELEC. WORK BY LANDLORD REQ'D CONTRACTOR 1 FEEDERS SQ. FT. 52.1 • NON SALES AREA: 238 • 17.9 % ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE IFS PANEL SQ. FT. • • • • LANDLORD REQ'D CONTRACTOR ELECTRICAL DISTRIBUTION • • • • HOMERUNS, WIRE CONDUIT, DEVICES, ETC. LIGHT FIXTURES & LAMPS • • • TEL. CONDUIT TO SPACE • • • ELEC. WORK OUTSIDE LEASE SPACE BY MALL CONTRACTOR AT TENANT EXPENSE TELEPHONE TERMINAL BOARD • IO COORDINATE REQUIREMENTS WITH THE CENTER MANAGEMENT PHONE, DATA, AUDIO & SECURITY CONDUITS • • • PROVIDE WITH PULL STRINGS AS REQ. BY TENANT. PHONE & DATA CABLE • • BY LOCAL PHONE CO. PHONE TERMINATIONS • • • BUZZER SYSTEM N/A PERMITS, FEES AND INSURANCE STORE DESIGN TYPE: • 1,330 SQ. FT. • % 01A GROSS SALES AREA: REMOVAL SQ. FT. 52.1 • NON SALES AREA: 238 • 17.9 % NET SALES AREA: PROFFESIONAL CLEANING SQ. FT. 76. • • • LANDLORD REQ'D CONTRACTOR CERTIFICATE OF OCCUPANCY • • DUMPSTER / TRASH REMOVAL • • TEMPORARY POWER / WATER • • STOREFRONT BARRACADE • • COORDINATE REQUIREMENTS WITH THE CENTER MANAGEMENT TENANT'S SPACE DATA STORE DESIGN TYPE: GROSS LEASED AREA: 1,330 SQ. FT. 100 % 01A GROSS SALES AREA: 1,092 SQ. FT. 52.1 % NON SALES AREA: 238 SQ. FT. 17.9 % NET SALES AREA: 1,016 SQ. FT. 76. • FIRE SPRINKLERS / SYSTEM • • LANDLORD REQ'D CONTRACTOR SECURITY CAMERA (S) DOMES • • FIRE ALARM / LIFE SAFETY SYSTEM • • • LANDLORD REQ'D CONTRACTOR POS / COMPUTER SYSTEM • • AUDIO SYSTEM — EQUIPMENT & WIRE INTERIOR NON ILLUMINATE SIGANGE • • FIRE EXTINGUISHERS • • SECURITY MIRRORS & FRAMES • INTERIOR WALL MTD. NON ILLUM. SIGNAGE • • ASBESTOS REPORT & ABATEMENT • WALLS I DEMISING PART. STUDS DEMISING PART. DRYWALL TOILET ROOM FRAMING, BLOCKING, GYP. BD FURRING AROUND COLUMNS 1 1 • • • • • • • • SALES WALLS FRAMING, BLOCKING GYP. BD CEILINGS 1 I I I • • • • • • I I STOREFRONT FLOORING / WALL FINISHES RESPONSIBILITY SCHEDULE L T C LTC N S L T C L T C N S L T C LTC N S DOORS EXISTING ROLLING GRILLE & HARDWARE , REAR DOOR AND FRAME REAR DOOR PANIC HARDWARE STOCK RM. AND / OR HALLWAY DOORS TOILET ROOM DOOR, FRAME & HARDWARE ACCESS PANELS AS REQUIRED FIXTURES STOCKROOM INECHANCAL NEW VARIABLE AIR VOLUME BOX SUPPLY AND R/A DUCTWORK PER PLAN ALL DIFFUSERS / GRILLES THERMOSTATS TOILET RM. EXHAUST FAN FIRE DAMPERS / SMOKE DETECTORS SMOKE EVAC SYSTEM CERTIFIED AIR BALANCE REPORT TOLET / PLUMING LOCATE EXTEND WASTE / VENT LINES WATER METER PLUMBING FIXTURES FLOOR DRAIN / TRAP PRIMER WATER HEATERS(S) HARD ACCESSORIES (PER 10800 SHT. SP2) SOFT ACCESSORIES (PER 10800 SHT. SP2) SHELVING / BRACKETS OVER WATER CLOSET FRP BOARD WAINSCOT ELECTRICAL GENERAL REQUIREMENTS SPECIALTES L T C LTC N S L T C L T C N S L T C L T C N S L T C LTC N S i 1 1 I I I L • • • • • • • • • • • • • • L T C LTC N S T C L T C N S L T C L T C N S L T C L T C N S PATCH AND REPAIR AS REQUIRED. PATCH AS REQUIRED AS REQUIRED AS REQUIRED NOT USED NOT USED NOT USED PROVIDE ACCESSABILITY SIGNAGE AS REQUIRED --- VERIFY IN FIELD SEE SHT. M1 (LIGHTSTAT) SEE NOTES SHT. M1 AS REQUIRED AS REQUIRED COORDINATE WITH THE CENTER MANAGEMENT FOR REQUIREMENTS I I I 1 I I I • • • • • • • • • • • • • • • INCLUDING ROOF PENETRATIONS WHEN REQUIRED PROVIDE INSTA HOT TYPE WATER HEATERS WHEN APPLICABLE SOAP DISP, TRASH CAN, PAPER TOWEL DISPENSER WHERE SHOWN ON TOILET ROOM ELEVATIONS. . WESTFELD SOUTHCENTER MALL 2836 SOUTHCENTER MALL TUKWILLA, WASHINGTON 98188 WESTFIELD 1. PROJECT NAME CLARE'S 2. PROJECT DESORPTION: W • -: :T::.- _.:_r_ }: • ..: - ....S,J = (FETAL SALES) 3. PROJECT LOCATION: . 2836 SOUTHCENTER MALL TUKWILLA, WASHINGTON 98188 PROJECT DATA ED FOR CODE COMPLIANCE APPR JAS 4. TENANT: CLARE'S STORES 3 S.W. 129Th. AVENUE PEMBROKE PINES, FLORIDA 33027 RANDALL JOSLYN randall.joslyn©claires.com (954) 392 -4213 FAX (954) 433 -1488 5. LANDLORD:. . WESTFELD CORPORATION 11601 WILSHIRE BOULEVARD — 12TH FLOOR LOS ANGELES, CALIFORNIA 90025 CONTACT: JOSH KIMMEL PHONE: (310) 893 -4761 S. TENANTS ARCHITECT:. .. AAD:fltch dba FITCH 16435 NORTH SCOTTSDALE ROAD, SUITE 195 SCOTTSDALE, ARIZONA 85254 CONTACT: JOHN HENRY III PHONE: (480) 998 -4200 E —MAIL: john.henryCa?iitch.com FAX: (480) 998 -7223 7. GOVERNING CODES:.. , ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. a CONSTRUCTION TYPE , . 2 9. OCCUPANCY: M (MERCANTILE) 10. GROSS LEASED PREMISES: , .1,330 SQ. FT. 12. EXIT REQUIREMENTS: ONE (1) EXIT REQ., ONE (1) EXIT PROVIDED 13. EXIT ILLUMaIATION*. . EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON SHEET E2. 14. MUNICIPAL REVEW: BUILDING: MECHANICAL: PLUMBING: ELECTRICAL ENERGY: HANDICAP: FIRE: 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE WASHINGTON STATE ENERGY CODE CURRENT ADA 2006 INTERNATIONAL FIRE CODE PUBLIC AREA: 1,092 S.F. - 30 = 37 NON PUBLIC AREA: 238 S.F. - 300 = 1 CITY OF TUKWLLA BUILDING DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILLA, WASHINGTON 98188 CONTACT: ALAN JONANNESSEN PHONE: (206) 431 -3670 x0 1)1005-01- CI e n �O Bu Ir .p1bG .. a SEPARATE FRMIT AND I.. 7?ROVAL REQUIRED It OCCUPANT LOAD: , . .TOTAL NUMBER OF OCCUPANTS = 38 TOTAL NUMBER OF EMPLOYEES AT ONE TiME = 3 15. PASCELLANEOUS NOTES:. . TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. 16. FIRE SPRINKLERS: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD AND LOCAL MUNICIPALITY FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS IN CEILING TILES TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA. SOUTHCENTER MALL T SP1 SP2 Al A1.1 A2 A2.1 A3 A4 A4.1 A5 M2 P1 El E2 � E3 INDEX OF DRAWINGS TITLE SHEET KEY PLAN GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS / SCHEDULES CONSTRUCTION PLAN REFLECTED CEILING PLAN STOREFRONT ELEVATIONS STOREFRONT SECTIONS INTERIOR ELEVATIONS SECTIONS AND DETAILS SECTIONS AND DETAILS FIXTURE / FURNISHING PLAN MECHANICAL PLAN MECHANICAL SCHEDULES AND NOTES PLUMBING PLAN, DIAGRAMS AND NOTES ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL PANEL SCHEDULE AND NOTES NEM PROJECT LOCATION SPACE NO. 2150 LEVEL 2 OF 3 a • � ��: N r �M iI . I� .. • 1 - WESTFIELD SOUTHCENTER MALL (LEVEL 2 OF 3) JCPerveY FILE COPY Permit No. Plar review approval is stilect to errors and old. Approval of constnwlion documenb3 does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief Copy and •: A . ' - is acme By, Q./de,: DID. —z-- Q vI N VICINITY MAP TIACWLLA, WASHINGTON TUKWILLA, WASHINGTON City of Tukwila BUILDING DIVISION ^ Na changes s:1 th., gcnPP of vt'ork ;:; tho it ti!i )T < ;D:•)i :)A Tukwila Sulidin NOTE: Revisions will require a new plan submittal and may include additional plan review fees. • SEPARATE PERMIT REQUIRED FOR: 116echanical E Iectrical lambing at Gas Pipilig City REV. SUMMARY a l 12/11/07 PER LANDLORD: ALL SHEETS -- MALL ADDRESS CORRECTED. Al — NOTE FOR WATERPROOF MEMBRANE ADDED. WALL LEGEND CHANGED TO INCLUDE NEW DEMISING WALL. Al — STOREFRONT ENTRY TILE (FC -2) COVERAGE INCREASED. Al, A2.1, A4 — CONDITION OF DEMISING WALLS CHANGED. DEMISING WALL SUPPORT DETAIL ADDED. SP2, A2, A2.1, A4 — STOREFRONT FINISHES CHANGED. STOREFRONT SOFFIT FRAMING CHANGED. A1.1, A2 — NOTE ADDED FOR G.C. TO VERIFY BULKHEAD AT ESCALATOR. Al - EXP. JOINT COVER DETAIL ADDED. Al, A1.1, A2, A4 - NEUTRAL PIER DETAILS CHANGED. A1.1, Ml, M2 - DIFFUSERS CHANGED TO LINEAR TYPE. Q 12/11/07 PER ARCHITECT: A2 — ELEVATION ADDED FOR FINISHES AT STOREFRONT ENTRY. A3 — INTERIOR PAINT FINISHED CORRECTED. A4 - GLAZING HEAD NOTE ON DETAIL 4 CORRECTED. 12/17/07 PER LANDLORD: ALL SHEETS — TENANT ADDRESS CORRECTED. WESTFIELD SOUTHCENTER MALL RECEIVED CITY OF TUKWLLA JAN 0 8 2008 PLhivll i• GEN 1 Eli STORE NO P !i c .� 0 1(2;: � COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. R s c .00 %1 gra C° =4) • 3 Ci 21 451)F V i 3 ' T cft 2 0 au ) 0 I 0 9 SCALE: DATE: November 21, 2001 SHEET' NONE DRAWN BY: COVEY 6R.OF PROJECT No.: GI-R-01-052 OM) IEC 17 07 T S v I of I'7 A 12-11-01 PER. ARCHITECT F+1 480 998 7223 CONSULTING ENGINEER 00700 GENERAL CONDITIONS: AS INDICATED IN THE AID DOCUMENT *A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 1587 EDITION. 00800 SUPPLEN®1TARY CONDITIONS: 00810 MODIFICATIONS TO GENERAL CONDITIONS: ARTICLE 4 4.4.1 ADD THE POLLOWIN6: UTILITIES SHALL INCLUDE A JOB TELEPHONE TO 8E INSTALLED WITHIN FIVE (5) WORKING DAYS AFTER COMMENCEMENT OF THE WORK. COORDINATE WITH TENANT UTILITY MANAGER. 4.10.1 ADD THE FOLLOWING: CONTRACTOR SHALL SUPPLY CLAIRE'S WITH A COMPLETE LIST OF ALL SUB - CONTRACTORS INVOLVED WITH THE WORK, (NAME, ADDRESS AND TELEPHONE NUMBER)WITH SECOND APPLICATION FOR PAYMENT . SEND TWO COPIES TO THE HOME OFFICE, ATTENTION STORE PLANNING. HVAG AND H.W. HEATER INFORMATION MUST BE NOTED. REFER TO TENANT FORM. 01010 SUMMARY OF WORK: WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS, SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE INITIAL. PRINTING OF SAME. A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT. CONTRACTOR RESPONSEUTY: GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN AN EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE PAID DIRECTLY BY TENANT. COORDINATE WITH TENANT UTILITY MANAGER @ (1'I8) 253.6844. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OP THE WORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF SIPS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND /OR LANDLORD. REGULATORY AGENCiIE& ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE LANDLORD. REFACE STANDARD& COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OP UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. QUALITY ASSURANCE THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE. FETE - RATED CONSTRUCTIOtt WHEREVER A FIRE RESISTANCE CLASSIFICATION 15 INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OP UL "FIRE RESISTANCE INDEX" FOR THE UL DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. 01030 SHORT / DAMAGED FREIGHT: INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT: I. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING I.e., ONE LIGHT FIXTURE, TWO PIECES OF SLATWALL, ETC. 2. AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. 3. THERE ARE TIMES WHEN DAMAGE iS DISCOVERED ONLY UPON UNPACKING THE PREIGHT. IN ORDER TO RECEIVE PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS iS TO BE NOTED. 4. PHONE THE TRAFFIC DEPARTMENT IN HOFFMAN ESTATES, MITGH TODA (84'1) 165.4610, AND ADVISE EXTENT OF DAMAGE OR SHORTNESS AND TO 'RECEIVE DISPOSITION INSTRUCTIONS. 5. SEND A COPY OP THE PREIGHT BILL AND A COPY OF THE ORDER (PROVIDE =D AT START OF CONSTRUCTION) ALONG WITH ANY OTHER INFORMATIN REQUESTED BY MITGH TO CLAIRE'S BOUTIQUES, INC., 2400 WEST CENTRAL RD., HOFFMAN ESTATES, IL 60145. 6. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS SO THAT, IF NECESSARY, THE ITEM(5) CAN BE REORDERED. UPLOADING FIXUTRE& INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS WITH THE EXCEPTION OF ITEMS FROM OUR DISTRIBUTION CENTER IN HOFFMAN ESTATES. PROTECTION OF MATERIALS / FURNITURE ON SITE 6.C,. 15 RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB SITE. 6.C. WILL BE BAGKCHARSED FOR DAMAGES AND MISSING ITEMS. 01500 EXISTNG CONDITIONS: GENERAL CONTRACTOR 15 TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL CONTRACTOR SHALL VE RIE- i' ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK. 01510 TEMPORARY PROTECTION: (BARRICADE) GENERAL CONTRACTOR IS RESPONSIBLE FOR THE ERECTION OF TEMPORARY PROTECTION OF THE CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. THE CONTRACTOR SHALL PAINT THE STORE LOGO ON THE BARRICADE WALL USING 6RAPHIG DRAWINGS FURNISHED SY TENANT. 6.C,. TO COORDINATE GRAPHICS AND PAINT COLORS WITH LANDLORD TENANT COORDINATOR. 01610 PRODUCT HAi1DLNG: DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT METERIALS FROM CORROSION AND DAMAGE. STORE IN A PRY VENTILATED SPACE, OFF THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT SUPPLIED MATERIAL VENDORS. GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THM FIXTURE SUPPLIER, ACCORDING TO THE TERMS AND CONDITIONS IMPOSED BY THE MALL DEVELOPER, IE. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL CONTRACTOR, GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY MISSING, OR DAMAGED ITEMS THAT TENANT SUPPLIES AND GENERAL CONTRACTOR INSTALLS. HE WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN HIS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT SHORTAGE/DAMAGED GOODS POLICY INCLUDED IN SID INSTRUCTIONS FROM TENANT. 0710 CLEANNG/ ADJUSTING /MABITENANCE/WARRANTES: EXECUTE PERIODIC GLEANING DURING PROCESS OP WORK, AND AT COMPLETION OP THE WORK, SO THAT ALL. FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. CONDUCT GLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS, ANTIPOLLUTION LAWS AND LANDLORD REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS PROM JOSSITiE, ON A DAILY BASIS. PROTECTION: PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL SE FREE OP DAMAGE AT THE TIME OP ACCEPTANCE BY THE TENANT. COMPLETION: STORE TO BE READY FOR OCCUPANCY - ALL SURFACES GLEAN. 01700 CLEANING/ADJUS E/WARRANTES PART I - GENERAL A. FINAL GLEANING I. GENERAL CONTRACTOR TO PROVIDE A PROFESSIONAL GLEANING SERVICE TO EXECUTE FINAL GLEANING PRIOR TO S. ADJUSTING I. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE TURN -OVER. G. SPARE PARTS AND MAINTENANCE PRODUCTS I. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA SMOOTH AND UNHINDERED OPERATION. P. OPERATION AND MAINTENANCE DATA I. SUBMIT DATA BOUND IN 8 -I /2x11 INCH TEXT PAGES, THREE D PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. 2. PREPARE BINDER COYER WITH PRINTED TITLE "OPERATION AND MAINTENANCE INSTRUCTIONS ", TITLE OF PROJECT. SIDE RING BINDER WITH DURABLE PLASTIC COVERS. E. WARRANTIES AND BONDS I. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB - CONTRACTORS, SUPPLIERS, AND MANUFACTURERS. PART 2 - PREPARATION / EXECUTION A. FINAL GLEANING I. GLEAN INTERIOR. AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. GLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH GLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING GLEANED. 3. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. 02050 DEIMOLMON: ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART OF THIS CONTRACT AND SHOULD BE EXECUTED IN ACCORDANCE WITH THE LANDLORDS REQUIREMENTS. REQUIREMENTS. THE CONSTRUCTION DOCUMENTS INDICATED EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUT THE ARCHITECT DOES NOT CERTIFY THAT ALL DEMOLITION WORK IS INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO REMAIN, HAVE TO SE INSPECTED BY THE GENERAL CONTRACTOR TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END OF CONSTRUCTION, THE EXISTING WALLS, AREAS, ETC., SHOULD BE LIKE -NEW CONSTRUCTION. ALL DEMOLISHED WORK SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO BE DISPOSED OF IN THE MALL TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER TO DEMOLITION PLAN NOTES. I. SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS AS SPEGIPIED AND A5 NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS. A. PROTECTION OF EXISTING WORK TO REMAIN. B. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS. G. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILING'S. P. REMOVAL AND GAPPING OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. E. DEBRIS REMOVAL AND DISPOSAL. F. REMOVAL OR GORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT SCHEDULED FINISH MATERIAL. WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE. G. REMOVAL OF ANY EXISTING STOREFRONT, INCLUDING OVERHEAD ROLL -UP GRILLE. 2. GENERAL. REQUIREMENTS A. THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE REMOVING OF ALL STRUCTURAL ELEMENTS. B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL. EXTENT OF THE WORK REQUIRED TO SE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OP WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY ALLOWANCES. C. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITS ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM GUTTING AND STRIPPING SO THAT THE WORK TO REMAIN 15 UNDAMAGED AND IN SUCH A MANNER THAT NEV WORK CAN BE PROPERLY SE CONNECTED WITH IT. D. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS GUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. E. G.C. TO COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION AND /ORCONSTRUCTION SCHEDULES. COOPEEiRATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. F. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER. WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. 3. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OP WARNING AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. 4. MECHANICAL, ELECTRICAL, AND PLUMBING A. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO SE REMOVED AND THOSETO SE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. S. REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUT AND GAP OR PLUG TO PREVENT ESCAPE OF GAS, LIQUID, ETC.. BEHIND THE BACK OF THE FINISH MATERIAL. G. REPAIR, REPLACE, OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO CSI, THE ARCHITECT OR THE LANDLORD. THESE LANDLORD. THESE REPAIRSSHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALLGOORDINATEED WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. 03010 CONCRETE: WHEN THE CONCRETE FLOOR SLAB 15 EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLAB FLOOR 15 TO SE EXECUTED AS PART OF THE CONTRACT, FOLLOW LANDLORDS DIRECTIONS AND SPEGIFIATIONS. 03015 FLOOR SLAB MODIFICATIONS: GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL COLUMNS FOR GRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BE EXECUTE=D IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. 05010 STRUCTURAL METALS: THE DESIGN, FABRICATION AND INSTALLATION OF ALL. MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STORE FRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL. CONTRACTOR. SPECIFICATIONS 06100 ROUGH CARPENTRY: ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD RE+QUREMENTS. PARTICLE BOARD SHALL BE UL GLASS I FIRE - RATED, SANDED AND PREPARED TO RECEIVE PLASTIC. LAMINATE OR PAINTED METAL LAMINATE. WOOD FRAMING MEMBERS SHALL BE NO. I LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS. PLYWOOD SHALL BE GRADE S-D DOUGLAS FIR, SANDED AND PREPARED YO RECEIVE PLASTIC LAMINATE, METAL LAMINIATE OR PAINT. PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION, APA G -D PLUGGED INT. NOT LESS THAN 5/4" THIGK. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING DEVICES. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. 06400 ARCHITECTURAL WOODWORM FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD COMPLY WITH PREMIUM GRADE WORK AS DESCRIBED IN "ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE ARCHITECTURAL WOODWORD INSTITUTE. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUPFIGIENT LENGTH TO PERMIT A MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN S'•O" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OP ADJOINING SURFACES. ANCHOR WOODWORK TO ANCHORS, OR BLOCKING BUILT -IN, OR DIRECTLY ATTACHED TO SUBSTRATE. SECURE WITH CONGEALED FASTENERS. ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FINISH PAINTING AS PER DETAILS AND SCHEDULES. 06410 HARDWARE HARDWARE SHALL BE OP THE TYPE, FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY SE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF THEIR. WORK. 07900 SEALANT: PART I - GENERAL A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. PART 2 - PREPARATION / EXECUTION A. B. G. D. E. F. I. SILICONE SEALANTS (TYPE S): ASTM 0420, SINGLE COMPONENT, NON - SAGGING, NON - STAINING, NON - BLEEDING; FOR USE AS GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. GLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER' INSTRUCTIONS. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTIO FROM DAMAGE OR DISFIGURATION. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURE=R'S INSTRUCTIONS. INSTALL JOINT BACKING. APPLY SEALANT WITHIN RECOMMENDE=D APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. B 08210 WOOD DOORS: 1 ALL INTERIOR DOORS SHALL BE SOLID LUMBER GORE (COORDINATE WITH DOOR SCHEDULE) FLUSH CONSTRUCTION, OP THE DIMENSIONS SHOWN, AND SHALL MEET OR EXCEED THE ANSI/NASA INDUSTRY STANDARD I.S./SERIES AND A QUALITY STANDARD FOR ARCHITECTURAL FLUSH DOORS. DOORSKIN FOR PAINTED AND VINYL COVERED SURFACES SHALL BE OF PAINT GRADE. OVERALL THICKNESS OF DOORSKIN SHALL BE I /8" AND SHOULD SE BELT SANDED FOR PAINT FINISH. FINAL SANDING BY FIELD FINISHER. WHEN REQUIRED BY GODS, FIRE DOORS SHOULD HAVE THE REQUIRED fi FIRE RATING WOOD FRAMES: EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND HAVE SEEN INSTALLED AS REQUIRED FOR PROPER HANGING OF CORRE=SPONDING DOORS. ALIGN AND PIT THE DOORS IN THE FRAMES WITH THE FOLLOWING UNIFORM CLEARANCES AND BEVELS. TRIM STILES AND RAILS ONLY TO THE EXTENT PERMITTED SY LABELING AGENCY. FOR NON -RATED DOORS, PROVIDE CLEARANCES OF I /8" AT JAMBS AND HEADS, AND I /8" FROM THE BOTTOM OF THE DOOR TO THE TOP OF THE FINISH OR COVERING. FOR FIRE -RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE -RATED FRAMES IN ACCORDANCE WITH REQUIREMENTS OF NPPA NO. SO EXISTING DOORS: WHEN EXISTING DOOR 15 TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED 5/8" FROM EXISTING FLOOR TO PROVIDE FOR DOOR CLEARANCE IF OVER NEW CARPET. 08341 OVERHEAD ROLLING GRILLES & SIDE FOLDNG� GRILLES: STORE FRONT GRILLES) WILL BE SUPPLIED BY TENANT AND INSTALLED BY THE GRILLE CONTRACTOR. GRILLES ARE TO SE SELF - SUPPORTING SLIT ARE ATTACHED TO THE MALL STRUCTURE ABOVE FOR LATERAL SUPPORT ONLY. GENERAL CONTRACTOR IS TO COORDINATE THESE CONNECTIONS WITH APPLICABLE LANDLORD CRITERIA AND /O APPROVALS. GENERAL CONTRACTOR IS TO ACCURATELY "LAY OUT" THE STOREFRONTS) FOR THE GRILLE CONTRACTOR, SHOWING GRILLE CENTERLINE(S) AND SUPPORT LOCATIONS. RELEASE HANDLE COMPONENTS TO BE INSTALLED IN TENANTS' STOREFRONT BEHIND CLOSURE LINE IN COMPLIANCE WITH GRILLE MANUFACTURER'S SPECIFICATIONS AND CONSTRUCTION DOCUMENTS. 08710 DOOR HARDWARE PART I - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND E XTERIOR DOORS AND ROLLING GRILLES. S. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL SE FURNISHED FOR USE IN FIELD. G. FOLLOW PHI (POOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AN (AMERICAN WOODWORKING IN STITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. W E. FINISHES: PER HARDARE SCHEDULE I) 0 5 -.NNE© f � R D e COMPLIAN APPRO 10 2 Citsi © -,;w Ile 1-0 rte . - t- R" . 0 F. KEYING I. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION GORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOE/ PRIOR TO TURN -OVER. 6. PROVIDE COMMERCIAL GRAPE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. PART 2 - PREPARATION / EXE U lON A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. G. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. WHEREVER GUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OP FINISHES. REINSTALL. UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. P. ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 GLASS AND GLAZDKI PROVIDE GLASS AND GLAZING AS SHOWN, AS MANUFACTURED SY I.16P, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFACTURERS. COMPLY WITH RECOMMENDATIONS OP FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING PRODUCT INDICATED. PROVIDE GLASS DOORS AS SHOWN, AS MANUFACTURED BY HGP, OR APPROVED EQUAL PRODUCTS BY OTHER MANUFAGTURERS. DOORS SHALL BE HOP STYLE "P" FULL WIDTH BOTTOM AND TOP RAILS. DOORS SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH -PULLS AND LOCK CYLINDERS INSTALLED BY G.C. PUSH -PULLS SHALL BE HOP STYLE HE-I, 10" OR APPROVED EQUAL. ALL. GLASS DOOR HARDWARE FINISHES SHALL BE HGP #355 BLACK ANODIZED OR APPROVED EQUAL. z WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH ANSI Z41.I. MIRROR SHALL COMPLY WITH F.S. DD- G- 41IG,TYPE I, CLASS I, QUALITY 02, 1/4" THICK. PROVIDE SILVERING, COPPER BACKING AND PROTECTIVE COATING CONFORMING TO P.S. DP- M.411. FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED. 09250 GYPSUM DRYWALL SYSTEMS: PART I - GENERAL A. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. B. GYPSUM DRYWALL: ALL GYPSUM BOARD TO SE 5/8" TYPE "X" AS NOTED ON SHEET AI.O (CONSTRUCTION PLAN). RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. G. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PREPUNGHED PIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO SE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE - FINISH ALUMINUM. E. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER. PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS AS SHOWN. STUDS AND FRAMING: ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM G -645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH FLANGES NOT LESS THAN I 1/4" OP THE SIZES AND GAUGES SHOWN. METAL FURRING CHANNELS: HAT SHAPED, 1/8" HIGH, 25 GAUGE GALVANIZED. BACKER PLATES: 20 GAUGE GALVANIZED. HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH ASTM HANGER ANCHORAGE: PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. FURRING ANCHORAGE'S: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE —TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN ACCORDANCE WITH ASTM G - '754. METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "5" OR S -I2, PAN HEAD. ADHESIVES: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. TRIM ACCESSORIES: PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS SHOWN SPECIFIE=D, FABRICATED FROM GALVANIZED STEEL, AND OF THE POLLOWINa TYPE: PROVIDE DRYWALL MOULDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL CORNER BE=AD AT EXTERNAL CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED FLANGES. CONGEAL FLANGES WITH AT LEAST 2 COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY Cl" ON BOTH SIDES OF THE EXPOSED METAL. WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI-FINISHING CASING BEAD (NO JOINT COMPOUND TREATMENT NECESSARY). TAPE AND JOINT MATERIAL SHALL SE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUT APROXIMATLEY 4" WIDE. THIS IS TO BE IN THE NORMAL THREE -GOAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN GOATS. ALL NAILS, SCREWS, HEAPS OR DIMPLES SHALL ALSO RECEIVE A THREE -GOAT FINISH USING THE SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS. SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE~ THEM READY TO RECEIVE TH1= WALL FINISH. VERIFY THAT THE EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED. GYPSUM BOARD: 5/8" THICK UNLESS NOTED OTHERWISE. ASTM CS6, TAPERED EDGES. PROVIDE "TYPE X" (FIRE RETARDANT) WHERE SHOWN AND AT DEMISING WALLS. WATER RESISTANT GYPSUM BOARD (6REENSOARD) ASTM G -630 TYPE "W ". PROVIDE FOR WET WALLS IN TOILETS. USE "PURLOGK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS. ACCESS PANELS: I. G.C,, SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OP PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES), RECEIVED CITY OF TUK'WILA JAN 0 8 2008 �'E= 1'i IV1E 1 GIgr' I F3 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "DUI" AS MANUFACTURERED BY: MILCOR, 1101 EAST KIBBY, LIMA, OHIO, 45804. PHONE NUMBER: 4I 221-6844 (SIZE AS REQUIRED) 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RE=CEIVE FINAL FINISH (PAINT) BY G.C. COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: STORE NO. 6349 OAR) N ea 03 C L N Q z' u� m gg 0 0 a CO o u Q1 t a H DEC 17 '07 DATE: November 21, 2001 SHEET: NONE s p DRAWN BY: COVEY GROFF PROJECT No,: GLR -01-052 2 of I"1 PL -1 MARLITE #DODO "OFF WHITE" 4' X 8' FIBERGLASS REINFORCED PANELS. GUT TO FIT AS REQUIRED IN TOILET ROOM OR OTHER WET AREAS. INSTALL W/ PAPER'S REGCMMENDED ADHESIVE. PROVIDE W/ ALUM TRIM GAP AT TOP. CAULK ALL CORNERS. M -1 24" W X 60" H X 1/4" CLEAR TEMPERED GLASS MIRROR W/ POLISHED EDGES ON SALES SIDE OF STOCKROOM OR INSTALL W/ ALUM. J- CHANNEL AT TOP AND BOTTOM. APPLY CLEAR CONTINUOUS BEAD OF SILICONE ALL 4 SIDES. ADHERE TO DOOR W/ MFGR'S RECCOMENDED ADHESIVE. FM-1 VISTA WINDOW FILM #VS- 70- SR -CDF SPECTRA SELECT 70 TINTED WINDOW FILM. APPLY AT ALL ACCESSABLE FROM INSIDE STOREFRONT GLAZING ON EXTERIOR STOREFRONTS ONLY. FM-2 Si WINDOW FILM #3633 -2015 WHITE MATTE BLOCKOUT WINDOW FILM. APPLY WHERE DESIGNATED FROM INSIDE STOREFRONT 6LAZIN6 ON EXTERIOR STOREFRONTS ONLY. GB -1 NAGS FRESCO FINISHES #6B -06 -05 -0315 -Lb WHITE W/ GREEN 4 SILVER GLITTER GLASS BEAD FINISH. INSTALL PER MANUFACTURERS INSTRUCTIONS IN LOCATIONS AS DESIGNATED ON PLANS ` FC -1 BENTLEY #121262 "PURPLE CONFETTI" CUSTOM PATTERN 3202. YARN DYED, TIP SHEARED CARPET. INSTALL W/ MFGR'S REGGOMENDED ADHESIVE. MOUNTING BHT FC-2 IMOLA #30AL "ALMOND -TAN" 12" X 12" X 1/4" PORCELAIN TILE W/ MAFEI #I5 "OFF - WHITE" GROUT (I/8" MAX JOINTS) SEAL W/ FiLA NO. MP /CIO TILE SEALER. SCOF: WET STATIC = 0.11, DRY STATIC = 0.62 BOTTOM AT 40" A.F.F. FC-3 INFILL MALL TILE FROM LEASE LINE TO POINT OF CLOSURE. OBTAIN MATERIAL FROM MALL MANAGEMENT WHEN FEASIBLE. VERIFY DETAILS AND COORDINATE WITH THE MALL MANAGEMENT. CENTER AT i A.F.F. FC-4 ARMSTRONG #51 "CLASSIC WHITE" 12" X 12" X 1/8" VINYL GOMOSITION TILE (V.G.T.) SET W/ MF6R'S REGGOMENDEE D ADHESIVE. BOTTOM AT 72" A.F.F. FC-5 DAL -TILE "PUMA- FLOOR" *moo:, "ALMOND" 6" X 6" X 1/4" CERAMIC TILE. BOTTOM AT 40" A.F.P. FC-6 CERAMIC TOOL CO. #GTG I4GTBL 12" X 12" NOMINAL (SEE BELOW) HIGH DENSITY FIBER "WALK -OFF MAT" AS DISTRIBUTED BY "MATWORKS ". MANUP: PAWLIN6 -- EDGE BANDING / MATWORKS - WALK -OFF MAT. COLOR: BLACK W/ CUSTOM F CLAIRE'S LOGO. FINAL SIZE IS GUT - TO-FIT ENTRY THRESHOLD AND GLAZING RAME BASE BY INSTALLER PRIOR TO SETTING TRANSITION STRIPS BETWEEN MAT AND CARPET. t- REM MAMJFACTLINEA MOUNTING BHT ROLLED PAPER TOWEL HOLDER RUBBERMAID OR EQUAL BOTTOM AT 40" A.F.F. TOILET TISSUE HOLDER BOBRICK #15 -685 CENTER AT i A.F.F. COAT HOOK AND BUMPER BOBRICK #8-212 BOTTOM AT 72" A.F.F. TOILET ROOM MIRROR 24 "x36" SOBRICK #B --243 -3436 BOTTOM AT 40" A.F.P. GRAB BARS MEET COPE OR: BOBRIGK #8 -6106 X 36" BOBRICK #8 -6106 X 48" CENTER AT 55 " -36" A.F.F. UNiSEX/HANDICAP TOILET ROOM SIGN MOHAWK #200A FORMAT '17' CENTER AT 60" A.F.F. COAT HOOK BOB/RICK #5-212 BOTTOM AT 60" A.F.F. B-1 PRE 4" HIGH MOP BASE. COLOR: MARLITE 103 "WRITE- WHITE" INSTALL BASE WITH LIQUID ADHESIVE AND CAULK TO THE SLATWALL WITH WHITE COMMERCIAL GRADE CAULKING. PO NOT ATTACH V+{/ METAL FASTENERS (SUCH AS SCREWS OR NAILS "CORNERS SHALL BE MITERD. PAINT ANY EXPOSED ENDS TO MATCH ADJACENT SURFACE. F.O.I.G. B-2 ARMSTRONG #15 "PARCHMENT WHITE" 4" HIGH VINYL WALL BASE. SET W/ MF'R'S REGGOMENDED ADHESIVE. B-3 6" HIGH FACTORY POWDER COATED METAL BASE COLOR: TIGER-DRYLAC. (MT -I) RAL -4016 "WHITE" AS SUPPLIED BY: METAL FRONTS, INC. B-4 DAL -TILE "DURA FLOOR" #2004 "ALMOND" 6" 14 X 6" X 1 /4" BULLNOSE TOP CERAMIC TILE BASE. B-5 iMOLA 6730AL "ALMOND -TAN" 12" X 12" X 1/4" PORCELAIN TILE (CUT TO 6" HIGH BASE) W MAPEI #I5 "OFF- WHITE" GROUT (I /8" MAX JOINTS) SEAL W/ FILA NO. MP /40 TILE SEALER. PT-1 SHERWIN WILLIAMS #B41 "PURE WHITE" LATEX PAINT. SHEEN: EGGSHELL LOCATION: GENERAL WALL COLOR. SEE DRAWINGS. PT -2 SHERWIN. WILLIAMS #1004 "PURE WHI'T'E" OIL BASE PAINT. SHEEN: SEMI -GLOSS LOCATION: DOOR / TRIM AND WOOD BASE PT-3 BENJAMIN MOORE #2071 -60 (PMS#2562G "AMETHYST CREAM ") LATEX PAiNT. SHEEN: E665HELL LOCATION: ON WALLS AS SHOWN ON ELEVATION (MATCHES FEATURE PANEL) PT-4 BENJAMIN MOORE #2071 -60 "LILLY LAVENDER" LATEX PAINT. SHEEN: EGGSHELL LOCATION: ON WALLS AS SHOWN ON ELEVATIONS r MT-4 1 CUSTOM FINISH: CLEAR ANODIZED ALUMINUM BY "METAL FRONTS, INC." _ : -. MT -2 �, � NOT USED MT -3 CUSTOM FINISH: ALUMINUM TRIM W/ "BARE SWRIL- BRUSHED" FINISH AS SUPPLIED BY "METAL FRONTS, INC." r MT-4 Ti6ER- DRYLAC "FLAT BLACK" FACTORY POWDER COATING AS PROVIDED BY "METAL FRONTS, INC" 09300 CERAMIC TILE: SECTION I- PRODUCTS I.I CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI AIS1.I -1488 TYPE: CERAMIC TILE, REFER TO MATERIALS SCHEDULE. SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL BE NOMINAL SIZE, REFER TO MATERIALS SCHEDULE. THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPEGIFIG THICKNESS AFTER FIRING AND SHALL SE NOMINAL, REFER TO MATERIALS SCHEDULE. COLOR: REFER TO MATERIALS SCHEDULE. 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI AI18. SERIES OR A156.1 TYPE I. 1.5 GROUTING MATERIALS: SELECT &ROUT PER ANSI AII8.3, AII8.5, AII8.6 OR A118.8- 1 POLYBL.END NON - SANDED GROUT. MANUF. : BONSAL CO. COLOR: HONEY. 1.4 WATT RPROOPIN6 /ANTI - FRACTURE MEMBRANE: SELECT PER ANSI AI18.10 -1 AS REQUIRED. 1.5 GROUT SEALER: BONSAI.. OR EQUAL. SECTION 2- INSTALLATION 2.1 AGCEPTASI -ITY OP SURFACES A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW: WALLS FLOORS I /8" IN 8' I /8" IN 10' REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. B. 15EPORE TILING, ALL SURFACES MUST BE PEE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. iF TiLE IS INSTALLED BY THE THIN -SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI AIDS SPECIFICATION CURRENT AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE APPROPRIATE SIZE TROWEL, COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR RIDGES. OBTAIN AS NEAR A SIEOQERASE AS POSSIBLE OF MORTAR TO TILE. MORTAR MUST SE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNERS AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL TILES TO ASSURE PROPER BOND COVERAGE CONSISTENT WiTH INDUSTRY SPECIFICATIONS. 2.3 MAX. GROUT JOINT = I /8 ". 2.4 EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TGA DETAIL EJI71_ PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 2.5 &ROUTINE METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A105 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING 15 NOT COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED PROM THE SURFACE OF THE TILE. 2.6 &ROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR PRODUCT SELECTED. 2.7 GLEANING AND PROTECTION A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH GLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC. PERMITTED ON FLOOR FOR AT LEAST THREE (5) DAYS AFTER GROUTING. 09390 CENEI1TITIOUS FIBER BOARD 1/2" DUROGK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED EQUAL. FRAMING MEMBERS SHOULD BE STRAIGHT, TRUE, INIPORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH DUROCK IS FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE PANEL. TO BE FLECKED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. JOINT REINFORCEMENT: PUROCK TYPE "P" TAPE. FASTENERS: SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS. METAL STUDS MUST BE 20 6A. OR HEAVIER ® NO MORE THAN 1S" O.G_. USE 1 1/4" 5-12 FLAT WASHER HEAP SCREWS WITH COUNTERSINKING RIBS AND GLIMASEAL FINISH. ALL SCREWS MAY SE PLACED A MAX. OF 8" APART. 09511 ACOUSTICAL LAY-IN CELNtt PROVIDE ACOUSTICAL LAY -IN CEILING AS SHOWN AND SPECIFIED THEREIN. WHERE CEILINGS ARE REQUIRED TO COMPLY WITH A FIRE HAZARD CLASSIFICATION FOR PLAMESPREAD AND SMOKE DEVELOPMENT, PROVIDE TILES WHICH HAVE BEEN TESTED, RATED AND LABELED BY UL FOR THE REQUIRED RATINGS. PROVIDE TILES AND SUSPENSION SYSTEM MEETING THE REQUIREMENTS OF THE: NATIONAL. FIRE PROTECTION ASSOCIATION 401 AND ASTM G 655, AS APPLICABLE. PROVIDE FACTORY FINISHED UNITS OF THE COMPOSITION, PATTERN, FINISHES, SIZES, THICKNESS AND END PROFILES AS INDICATED IN THE PLANS AND THIS SPEGIPIGATION. ACOUSTICAL CEILING SYSTEMS SHALL BE EQUAL TO THAT MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, AS INDICATED ON THE FINISH SCHEDULE. RUNNER, GROSS RUNNERS AND EDGE MOLDINGS: IT WILL BE A DIRECT-HUNG INTERMEDIATE -DUTY SUSPENSION SYSTEM WITH EXPOSED MOLDINGS FOR SUPPORT AT EPEES OF CEILING, AT WALLS AND COLUMNS, WITH A SINGLE FLANGE OF MOLDING EXPOSED. PROVIDE UNIFORM FACTORY APPLIED FINISH ON EXPOSED SURFACE. COLOR TO MATCH CEILING TILE. SUSPENSION SYSTEM: HANGER WIRE: GALVANIZED CARBON STEEL WIRE, ASTM A 641, SOFT TEMPER, PRE - STRETCHED, GLASS I COATING. NOT LESS THAN 12 GAUGE_ TILES: RIGID BOARD OF MINERAL FiBER WET- FELTED WITH STANDARD DENSITY PANELS, MINIMUM 10 LBS. PER U. FT. PATTERN SIMILAR TO ARMSTRONG WORLD INDUSTRIES, INC. "FISSURED ", 24" X 45" X 5/8 ", OR 24" X 24" X 55/8 ", MANUFACTURER'S STANDARD WASHABLE WHITE PAINTED FINISH. ALL 24" X 24" TILE SHALL HAVE TEGULAR EDGE, UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLAN. 09650 RESIDENT FLOORING AND BASE PROVIDE TILE UNITS OF THE COLOR, SIZE AND MANUFACTURER SHOWN. PRIOR TO LAYING FLOORING, SUBFLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED. USE THE PRIMER AND ADHESIVE RECOMMENDED BY THE MANUFACTURER. BUTT FLOORING TIGHTLY TO VERTICAL SURFACE, THRESHOLDS AND EDGINGS. PROVIDE RESILIENT EASE OF THE COLOR, SIZE, TYPE AND MANUFACTURER SHOWN. SECURE SASES TO SURFACES WiTH THE ADHESIVE RECOMMENDED BY THE MANUFACTURER, WITH TIGHT JOINTS, KEEPING TOP AND BOTTOM EDGES IN FIRM CONTACT WITH ADJACENT SURFACES. INSTALL THEM IN AS LONG LENGTHS AS PRACTICAL. GENERAL CONTRACTOR WILL SUPPLY AND INSTALL TILE GUARD STRIP. 09670 WOOD FLOORING PART I - &ENEMA- SPECIFICATIONS A. FINISHED WOOD AS SPECIFIED IN FINISH SCHEDULE AND RESP. SCHEDULE INSTALLED PER MANUFACTURERS PRINTED INSTRUCTIONS REGOMM. B. MATERIALS SHALL BE LISTED WITH UNDERWRITERS LAB. AS TO FIRE AND SLIP RESISTANCE. C. ARGHTEGTURAL TRIM i.e. REDUCER STRIPS, BANDS, PICKETS, ETC... SHALL BE OF SAME MANUF. AND FINISH AS WOOD FLOOR. D. SURFACE TO RECEIVE FINISH FLOOORIN6 SHALL BE CLEANED OF ALL FOREIGN MATERIAL WHICH WOULD BE DE=TRIMENTAL TO THE ADHESION OP THE FLOORING E. CONCRETE SUBSTRATES SHALL BE DRY, CLEAN, SMOOTH 4 LEVEL, WITH A TOLERANCE OF I /8" INCH IN IO' -O" AND ARE TO CONTAIN NO CURING COMPOUNDS OR SEALERS. CONC. CURINS COMPOUNDS AND /OR SEALERS MUST BE COMPLETELY REMOVED. F. SHOULD PATCHING OR LEVELING BE REQUIRED USE LATEX CEMENT PATCHING COMPOUND. DO NOT IN ANY CASE USE ASPHALT UNPERLAYMENT. DO NOT IN ANY CASE USE A LATEX LEVELER OR SKIM GOAT OVER LARGE OR ENTIRE AREA. 6. ALL CONCRETE MUST SE SCOURED (ALSO AFTER PATCHING OR LEVELING) WITH 3 1/2 OPEN GRiT PAPER TO LOOSEN DIRT AND REMOVE WEAK CONCRETE. H. ALL SUB - FLOORING SHALL SE FREE OF MORTAR, THOROUGHLY DRY AND THEN BRUSHED, CLEANED b VACUUMED TO REMOVE ALE DUST PARTICLES. I. SLABS ON GRADE SHALL. SE MEMBRANE WATERPROOFED. J. EACH FLOOR TILE MUST BE FIRMLY SEATED IN THE ADHESIVE, ROLL THE FLOOR WITH A 150 POUND ROLLER. K. ALLOW AS MUCH EXPANSION SPACE AS PRACTICAL BETWEEN FLOORING AND VERTICAL OBSTRUCTIONS. SPACE IS TO BE FILLED WITH SUITABLE MATERIAL SUCH AS CORK OR POLYURETHANE EXPANSION JOINT FILLER. L. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 99680 CARPET: MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE INSTALLED UNTIL WET TRADES ARE COMPLETE IN THE SAME AREA. SUE-FLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED AND PROTRUDING SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED. AFTER INSTALLATION OF CARPET, GENERAL CONTRACTOR SHALL PROTECT CARPETING AGAINST DAMAGE OF EVERY KIND AND ESPEGTIAL.LY IN THOSE ZONES WHERE TRAFFIC. OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO OCCUR. 09900 PAINTING: PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL OPAQUE OR NATURAL, PRIME, INTERMEDIATE OR FINISH GOATS OF FiELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. PROVIDE TOP -OF -THE -LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL DESCRIPTIONS BASED ON SHERWIN- WILLIAMS: BENJAMIN MOORE, PPE. INDUSTRIES, SHERWIN- WILLIAMS, PRATT 4 LAMBERT, 6LIDDEN, NAPCO, ELITE PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OP OTHERS AND ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS HARDWARE, AGGESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. PREPARE SURFACES TO RECEIVE PAINT: THOROUE.HLY CLEAN OFF GRIME, GREASE, DIRT, CHALK, DUST, LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY BETWEEN EACH SUCCEEDING COAT OF PAINT. FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH. GLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A CLEAN, ACCEPTABLE CONDITION. DRYWALL: PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF ACRYLIC. LATEX, "REGAL WALL SATIN" (FLAT). WOODWORK: PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) COATS OF "REGAL AQUASLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS- SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL. GOAT. METAL WORK: PRIME METAL. SURFACES (AC. RESISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADE=QUATE PRIMER AND APPLY TWO (2) GOATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURPAGES D.D. DUCTS WHERE VISIBLE THROUGH RESISTERS OR GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES THAT HAVE BEEN SHOP-PRIMED. METAL. DOORS: PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) GOATS OF SATIN FINISH ENAMEL AS SCHEDULED. PLASTER: PRIME PLASTER SURFACES WITH AN APPROVED ALKALI - RESISTANT PRIMER AND APPLY TWO (2) GOATS OF ACRYLIC LATEX (FLAT) AS SCHEDULED. 09985 SLATWALL MATERIAL PROVIDED BY CLAIRE'S. CONTRACTOR TO PLACE ORDER WITH PROJECT MANAGER AT CLAIRE'S BOUTIQUES. INSTALL SO GROOVES RUN HORIZONTALLY. VERTICAL JOINTS TO BE CONTINUOUS AS SHOWN ON ELEVATIONS. BUTT JOINT MITER CORNERS. DO NOT CAULK BUTT JOINTS. INSTALL SW -2 IN STOCK ROOM AFTER SALES AREA HAS BEEN COMPLETED. INSTALLATION: FASTEN WITH PANEL. ADHESIVE AND TRIM HEAD DRY WALL SCREWS. PLACE SCREWS EVERY 4TH GROOVE AND IS" O.C. INTO METAL STUDS. PAINT SCREW HEADS TO MATCH GROOVE COLOR. 10430 ILLUMINATED SIGNS AND CEILNG SITS: SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL. COORDINATE INSTALLATION TO ASSURE PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND LANDLORD CRITERIA. 10440 INTERIOR SIGNAGE: SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR AS PER MANUFACTURER'S INSTRUCTIONS. REFER TO DRAWINGS FOR TYPE AND LOCATION. 10800 TOILET ACCESSORIES: PROVIDE PRODUCTS AS SHOWN. FURNISH INSERTS AND ANCHORING DEVICES FOR THE TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONCEALED FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH FASTENERS FINISHED TO MATCH THE ACCESSORIES. 10800 TOILET ACCESSORIES: PROVIDE PRODUCTS AS SHOWN. FURNISH INSERTS AND ANCHORING DEVICES FOR THE TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONGEALED FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH FASTENERS FINISHED TO MATCH THE ACCESSORIES. SCHEDULES: THE FOLLOWING ITEMS ARE EASED UPON PRODUCTS MANUFACTURED BY BOBRIGK WASHROOM EQUIPMENT, INC. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS MAY SE SUBSTITUTED WITH TENANT'S APPROVAL. MISCELLANEOUS NOTES: I. THE RECEIPT AND USE OF THESE DOCUMENTS CONSTITUTES AGREEMENT THAT EXISTING PROJECT CONDITIONS, INCLUDING THE PRESENCE OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS, ARE AND REMAIN ISSUES OUTSIDE THE SCOPE ADDRESSED BY THESE DOCUMENTS AND THAT THE ARCHITECT PREPARING THESE DOCUMENTS SHALL NOT, IN ANY WAY, BE LIABLE FOR THE PRESENCE, DISCOVERY, REMOVAL OR HANDLING OF SUCH MATERIALS. 2. ANY WORK NOTED ON DRAWINGS AS BY TENANT SHALL BE THE RESPONSIBILTY OF THE CONTRACTED GENERAL CONTRACTOR. S. THESE SPECIFICATIONS MAY INCLUDE SECTIONS WHICH ARE NOT INCLUDED IN THE SCOPE OF WORK. END OF DIVISION DIVISION 011000 - EQUIPMENT 011001 - EQUIPMENT PART I - GENERAL A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO AGGOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. G. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRATEDD AND PLACED ACCORDING TO THE CONSTRUCTION DOCUMENTS. PART 2 - PREPARATION / EXECUTION A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. S. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL. FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL SE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. END OF DIVISION DIVISION 012000 - FURNISHINGS I. SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED BY GENERAL GONTRAGTOR: END OF DIVISION DIVISION 015000 - MECHANICAL I. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. 2. SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "GALGULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORM TO NEW DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. DRAWINGS AND CALCULATIONS FOR SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND SEALED SY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING IS LOCATED. ALL. COST FOR REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER SUBCONTRACTOR. END or DIVISION DIVISION 016000 - ELECTRICAL I. SEE ELECTRICAL. DRAWINGS FOR SPECIFICATIONS. END OF DIVISION FLAME SPREAD RATINGS FLAMESPREAD: STOREFRONT METAL - ( MT -I ) (MT -2) NON- FLAMABLE ( MT -3 ) CERAMIC TILE FLOORING - ( FC-2) NON- FLAMABLE VINYL. COMP. TILE FLOORING - ( FC-4 ) ARMSTRONG, CLASSIC WHITE #516111 VINYL COMPOSITION TILE FLOORING ASTM F 1066 COMP. I, CLASS 2 CRITICAL RADIANT HEAT ASTM E 648 COMMERCIAL CARPET - ( PG -I ) BENTLEY CARPET MILLS, INC.. FLAMMABILITY: GLASS I - EXCEEDS . WATTS PER GM2 SMOKE DENSITY: NBS SMOKE DENSITY CHAMBER (NIST) LESS THAN 322 - ASTM E 662 SLATWALL MARLITE, INC.. SERIES 2000 DISPLAYWALL W/ MARLITE FINISH (FL4MEISILITY GLASS C) FLAMESPREAP INDEX, 160 ASTM -E54. PAINT - ( PT -I, PT -2 ) Gd ENtl� ��p�C� CODE. AVVI CMT.1) J AN ` s30.11:0, rT11.510j CEILING - (G -I) ONE HOUR RATED LAY -IN TILES GRID SYSTEM, AND HOLD -DOWN CLIPS "ARMSTRONG" WET FORMED MINERAL FIBER LAY -IN TILES AND ARMSTRONG PRELUDE FIREGUARD IS /I6" EXPOSED TEE GRID SURFACE BURNING GLASS A ASTM EE 1214 FLAME SPREAD 25 OR UNDER UL LABELED UL CEILING ASSEMBLY DESIGN NO. P206. SHERWIN WILLIAMS FLAME SPREAD RATE E 84-14 a FUEL CONTRIBUTION 5 SMOKE DENSITY 0 NOTE: ALL DECORATIVE MATERIALS IN THE SALES AREA MUST BE NON - COMBUSTIBLE OR FIRE RETARDANT TREATED. PAINT BASE FLOOR COVERING METAL FINISHES SLATWALL SW -1 SW '2 MARLITE #DW2703PG. SHEET 4' x 8'. COLOR #103- BRIGHT WHITE. SERIES RETAIL SYSTEMS, MONO FINISH SERIES 2000G; UNLESS GLASS B (20005) OR GLASS A (2000A) IS REQUIRED BY LOCAL CODE. FINISHED GROOVES it COLOR MATCHED STRIP INSERTS. INSTALL PER DETAILS AS INDICATED ON DRAWINGS MARLITE "UNFINISHED" 4' X 8' SLATWALL PANELS W/ METAL INSERTS. INSTALL PER DETAILS AS INDICATED ON DRAWINGS OTHER ACCESS PANELS AP -1 INTEEX FORMS INC. 24" X 24" INTERGRATED LOW PROFILE ACCESS PANEL. INSTALL PER MANUFACTURERS INSTRUCTIONS. PAINT TO MATCH ADJACENT CEILING COLOR. INTER FORMS, INC. 1333 OLD COUNTRY ROAD - BELLMONT GALIFIRNIA, 44002 (650) 654 -"1855 rlww.intexPorms.com INSTALL WHEN REQUIRED OR SHOWN ON PLAN "METAL FRONTS, INC" 12295 AUTOMOBILE BLVD SUITE A CLEARWATER, FL 33762 MR. GEORGE MISENHELDER www.metalfronts.com 727.556.2722 fax 727.573.1306 "BENJAMIN MOORE" 800.361.5898 www.benjaminmoore.com "ARMSTRONG" 717.397.0611 www.armstrong.com FINISH SCHEDULE SOURCE LIST "TIGER DRYLAC USA, INC" 3400 TOWN POINT DRIVE NW. #140 KENNESAW, GA 30144 ATTN: PRODUCT REPRESENTITIVE www.tigerdrylac.com 770.218.2490 fax 770.218.2495 "SHERWIN WILLIAMS" www.sherwinwilliams.com "DAL TILE" 214.398.1411 www.daltile.com RECEIVED CITY OF TUKVIIILA JAN 0 8 2008 Pb I IV11 I (;Ithl I ER "VISTA WINDOW FILM" 800.3456088 www.vista- films.com "MARUTE" www.marlite.com SCALE: STORE NO. 6349 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. go sm= ea 4.• W C a • :12 .2 o a 0 MON NONE DRAWN BY: COVEY 6ROFP s p 2 PROJECT No.: GI-R-07-052 DATE: November 21, 2001 SHEET: m 3 of II TENANT'S SPACE DATA SYM. STORE DESIGN TYPE: GROSS LEASED AREA: 1,330 SQ. FT. 100 % 01A GROSS SALES AREA: 1,092 SQ. FT. 82.1 % NON SALES AREA: 238 SQ. FT. 17.9 % NET SALES AREA: 1,016 SQ. FT. 76 .3 NO KEY SYM. DESCRPT1ON AA BOT. A FLOOR TYPICAL INTERIOR PARTITION: 3-5/8" OR 6" X 20941. METAL STUDS (IGE30 ER*4 • 16" O.G. W/ 5/8" TYPE "X" GYP BD TO 6" ABOVE HIGHEST ADJ. CEILING. PREPARE FOR FINISH PER THE INTERIOR ELEVATIONS mI, Imo► 5C-2 . - -- WY Var B C2 FURRING WALL: 3-5/8" X 20ga. METAL STUDS (IGBO ER# 4 ® 24" O.G. W/ 5/8" TYPE X GYP BD ONE SIPE TO HIGHEST AD.I. EILIN. PREPARE FOR FINISH PER THE INT. ELEV. nIr NO o ?I NEW DEMISING PARTITION: EXPOSED METAL STUDS AT 24" D.G. BY LANDLORD. . TENANT'S 6.C.. SHALL PROVIDE AND INSTALL NEW 5/8" TYPE 'X' GYP. BD ON TENANT SIDE FROM FLOOR TIGHT TO THE DI=CK ABOVE, TAPE AND SEAL FOR I -HR. #°IRE RATING. PRIOR TO INSTALLATION OP GYP. BD. TENANT G.C. TO INSTALL 6" x 20ga. METAL BACKING &TRIPS. SEE DETAIL I/A2.1. COORDINATE WORK WITH THE CENTER M6MT. _A„,_, A. A. ..sm.-__&______ek A L . SURFACE FINISH NOTES WALLS S PROVIDE CD WHERE SHOWN ON PLAN FLOOR CD AS SHOWN ON 51-EST Al BASE 5C-2 TYP. ALL WALLS CEILING AS SHOWN ON SHEET AI.I C2 I. PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN EXISTING FIRE RATING. IF DEMISING WALL GAB. MUST BE PROVIDED BY TENANT'S 6.C., PROVIDE VERTICAL EXPANSION JOINTS EVERY 30' -0" (MIN.) ALONG ENTIRE LENGTH OF EACH DEMISING WALL, CONTINUOUS TOP TO SOTTOM. 2. IF GUTTING IS REQUIRED TO EXISTING FLOOR SLAB, GUT AND PATCH PER MALL CRITERIA. COORDINATE WITH MALL REPRESENTATIVE. a METAL STUDS USED IN THE FRAMING OP STOREFRONT SHALL BE 3 5/5" X 20 GA. AT 24" O.G. UNLESS OTHERWISE NOTED. 4. ALL RATED PARTITIONS SHALL BE 5/8" FIRE RATED G.W.B. ON METAL STUDS AT 16" O.G. AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE. 5. NO GONOUSTIBLE MATERIALS SHALL BE ERECTED ABOVE GEILIN6. 6. STOREFRONT SHALL BE SELF- SUPPORTED, BRACING TO STRUCTURE 15 FOR LATERAL SUPPORT ONLY, UNLESS OTHERWISE NOTED. 7. SLATWALL. INSTALLED IN STOCKROOM TO 8' -6" A.F.F. - 6.G. TO ORDER SUFFICIENT AMOUNT FROM CLAIRE'S. 8. REFER TO FIXTURE PLAN FOR LAYOUT OF PERIMETER FIXTURE SYSTEM. 61. T.G.C. TO LAYOUT ALL WALLS AND PERIM =T>=1c. BAYS PRIOR TO CONSTRUCTION. NOTIFY TENANT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. IO.ALL RADIAL DIMENSIONS ARE FOR LINEAL FEET OF WALL AND SHOULD BE VERIFIED/ COORDINATE WITH GSI PROJECT MANAGER PRIOR TO CONSTRUCTION. II. T.G.G. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT, AND SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS. 12. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR. DIAGONALLY BRACED AT 4'-0" TO STRUCTURE ABOVE. 15. DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL. FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL CONSTRUCTION. 14. PROVIDE METAL OR F.R.T. WOOD BLOGKIN6 FOR ALL SIGNS, HOOKS, AND ANY OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK WITH MILLWORK SUPPLIER. 15. ALL WOOD BLOCKING/ FURRING USED IN CONSTRUCTION TO BE FIRE RETARDANT TREATED. 16. ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY T.G.G. - UNLESS NOTED OTHERWISE. 17. STOREFRONT METAL STUD FRAMING: USE 24" O.G. SPACING (TYP.) FOR ALL FRAMING IN HOROZONTAL SOFFIT AND IN SALES AREA VERTICAL FASCIA. USE 16" O.G. SPACING (TYP.) FOR ALL FRAMING IN VERTICAL MALL - FACING FASCIA AND SHOW- WINDOW FASCIA. I. SCREWS SHOULD GO STRAIGHT THROUGH SL.ATWALL PANELS AT BACK OF SLOTS. IQ. I /8 GROUT JOINT (MAX.) IN CERAMIC TILE KEY DESCRIPTION D -1 D-2 D D-4 CONSTRUCTION PLAN NOTES DOOR SCHEDULE GLASS ENTRY DOORS: DOOR: PAIR OF 3' -O" 10 x I/2" B LEAR TEMPERED GLASS DOORS (HERGULITE OR EQUAL) FRAME: 6" POWDER GOA OM STYLE 4 6" POWDER COATED TOP STYLE. FINISH MT -I. HINGES: CONGEALLED / RECESSED FLOOR AND HEAD PIVOT HINGES DOOR STOP / HOLD OPEN: RECESSED FLOOR RUSTPROOF STRIKE AT CLOSED AND 0 10 DEGREE OPEN POSITION. (DOORS MUST BE ABLE TO "IOGK" IN THE OPEN POSITION) LOCKS / LATCHES: BEST LOCK CORP. #710 MANUALLY OPERATED KEY LOCK / GORE PI/ EXTRA LONG THROW. THUMBTURNS ON STORE SIPE KEYED ON EXTERIOR SIDE. CLAIRE'S CONSTRUCTION MANAGER TO SUPPLY GENERAL GONTRACOR WITH CONSTRUCTION GORES. DOORS AND HARDWARE TO SE PROVIDED AND INSTALLED BY b.0 PER SECTION 088000 - SHT SPI DOOR PULLS: FORMS $ SURFACES DTIOII BRONZE FINISH (OR EQUAL) 12" METAL POOR PULLS (4 TOTAL) SALES AREA TO STOCKROOM DOOR: DOOR: S -0" x 7' -D" x 1 5/4" SOLID GORE WOOD DOOR, PAINTED PT -I. PRAM: 3' -0" X T-O" HOLLOW METAL FOR 11/2 PR. BUTTS. FINISH US2617 HINGES: 11/2 PAIR MGKINNY # TA2114 1015 4.5 X 4.5 FULL MORTICE HINGES. FINISH US26D OPERATION: BROOKL.INE #34C X US26D - PUSH PLATE AND DOOR PULL W/ PLATE. I EACH. KICK PLATE: TILE PLKP 5" X 34" STAINLESS STEEL KICK PLATE. - 2 EACH LACKS / LATCHES. BEST 6 1SK- O- N- 16 --D -S3 PASSAGE SET. FINISH 626. SIONA&E: NO "EMPLOYEES ONLY" SIGNASE ALLOWED AS THIS IS A REQUIRED EXIT DOOR. CLOSER: LGN #4133 W/ HOLD -OPEN ACTION - MOUNT I ON STOCKROOM SIDE. T.G.G. TO SET HOLD OPEN ACTION. DOOR STOP / HOLD OPEN / BUMPER: IVES P5446 FLOOR MOUNTED DOOR STOP WITH RiNG. FINISH U526D. $ "QUALITY" NO. 502. DOOR BUMPER (VERIFY W/ PLAN WHEN D00R SWINGS TO WALL) STOCKROOM TO TOILET ROOM DOOR: N( New ❑ CXIST1N - mum= AB NOTED ES.QW IP mamma IS UN6111TAELE. DOORS: 3' -O" x 7' -O" x 1 5/4" SOLID GORE WOOD DOOR, PAINTED PT -I. FRAME 3 X T -O" HOLLOW METAL FOR 11/2 PR. BUTTS. FINISH US26D HINGES: 11/2 PAIR MGKINNY # TA2714 IOB 4.5 X 4.5 FULL MORTICE HINGES_ FINISH US26D OPERATION: SGHL.AGE # Dail PD - I EACH SI6NA6E: PLASTICS INDUSTRIES - TOILET' / 6C - I EA. MOUNT ON STOOGKROOM SIDE, BOT. 4' -0" A.P.P. DOOR STOP / HOLD OPEN: IVES #43 FINISH US26D. NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 502. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) RVAR SERVICE POOR: ❑ HIM I[ NOT uxv ❑ EE:XIeT1N3 - ioVtcs AS NQTl ? EES.OW IP IXIbTiN6 IS L*dUITAELE. DOOR: 3' -0" x 7'-0" X I 5/4" HALLOW META. DOOR AND FRAME. 60 MIN RATING HINGES. 11/2 PAIR MGKINNY * TA2114 IOB 4.5 X 4.5 FULL MORTICE HINGES. FINISH US26D EXIT DEVICE: NO HANDLE ON OUTSIDE, EXIT DEVICE ON INSIDE. PANNEX NO. 1210A W/ I/G CORE HOUSING AND REMOTE ALARM. MOUNTED NEAR THIS DOOR. REPLACE EXISTING. AS REQUIRED. CONFIRM W/ CLAIRE'S PROJECT MANAGER. KICK PLATE: TICE PLKP 8" X 54" STAINLESS STEEL KICK PLATE. - 2 EACH DOOR STOP / HOLD OPEN: IVES #438. FINISH US26D. CLOSER: LGN #4133 W/ HOLD -OPEN ACTION - MOUNT I ON STOCKROOM SIDE. T.G.G. TO SET HOLD OPEN ACTION. VIEWER: IVES * U100 54 - MOUNTED AT 4 -8" A.F.F. - I EACH SMOKE GASKET: 36" X 78" PEMKO #S88D - I EA. REPLACE EXISTING NEW HANDICAP ACCESSIBLE TOILET ROOM, FIXTURES AND ACCESSORIES. 56" x 48" CLEAR FLOOR SPACE REQ. AT W.G. 30" x 48" CLEAR FLOOR SPACE REQ. AT LAY. ADJACENT TENANT LINE OF SOFFIT ABOVE LINE OF GASH / KEEP GASHWRAP OFF EXPANSION JOINT - BACK WRAP - HOLD FURRING CLOSE TO EXISTING STRUCTURAL COLUMNS. LOW PROFILE ALUM. EXPANSION JOINT COVER. COORDINATE WITH MALL MANAGEMENT ik --- EXISTING CONCRETE FLOOR SURFACE PREPARE FOR INSTALLATION OF NEW FLOORING. SEE SHEET SALES AREA NEW LOW PROFILE ALUM. EXPANSION JOINT COVER. COORDINATE WITH MALL 1.I EXIT SIGN MANAGEMENT B GIVE. SEE MEET 52. PAIR OF NEW I/2" TEMPERED GLASS STOREFRONT DOORS 5 1 /Z 4 -'f 1/2" , 1m:1 t .=• =ii 1 **_ la vill iNt4 11111 1 1.11 0 111 4 7 I A* 0 V %WA.. Ird114 ,1/1 lik0110 11 i1 7 rgi -41011 r.i' LJ�! �i X11.1 ``` \� r` ��� �� _ . -�� • \1 � \��`�� LINE OF SLOPED u g 0 -t - - • MIRRORS ASOVE.Ei � J WELCOME TO CLAIRE'S" TOILET ROOM FLOORING NOTE: TENANT G.G. TO INSTALL WATERPROOF MEMBRANE WHICH 15 TO RUN UP WALLS A MINIMUM OF 4 ". TENANT'S ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATRICETE 6 1235 OR SUMMITVILLE S -61000) INSTALL A WATER TIGHT THRESHOLD NEW DEMISING PARTITION SEE WALL TYPE LEGEND THIS SHEET. 1/2" TEMPERED STOREFRONT GLAZING ON 6" HIGH STOREFRONT GLAZING BASE LEASE -LINE �1/2" TEMPERED STOREFRONT GLAZING ON 6" HI GH STOREFRONT GLAZING BASE 12'-6 1/2" NEW DEMISING PARTITION SEE WALL TYPE LEGEND THIS SHEET. LINE OF SLOPED MIRRORS ABOVE. NEV' DEMISING PARTITION SEE WALL 7YPE LEGEND THIS SHEET. GRAPHIC. DISPLAY FRAMES. SEE INTERIOR ELEVATIONS 5/4" BLACK METAL. REVEAL 1/2" TEMPERED STOREFRONT GLAZING ON 6" HIGH STOREFRONT GLAZING BASE WALL TYPE LEGEND STOCK ROOM FINISHES THE STOCK ROOM IS NOT ELEVATED. PROVIDED FINISHES AS SHOWN. LANDLORD NOTES: I/2" - LEASE DIMENSION I1'- I S' -2" /-5" CONSTRUCTION PLAN I. CARPET MUST BE COMMERCIAL GRAPE AND MUST MEET ADA RESISTANCE FOR WHEELCHAIRS. 2. VINYL OR IMITATION FLOORING MATERIAL IS NOT ALLOWED IN FORWARD SELLING AREA. 3. TENANT'S 6.C.. IS TO GET APPROVAL AND GORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. 4. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL. BE MAINTAINED. ALL PLUMBING, MECHANICAL, AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. 5. LANDLORD SHALL PROVIDE 6" METAL STUD PRAHN& FOR ALL DEMISING WALLS. TENA T IS TO INSTALL 5/5" GYP. BD. TENANT'S SIDE OF DEMISING WALL. TENANT MUST MAINTAIN A 6" MINIMUM "CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE WHERE ADJACENT TE T'S . . R. 6. '.; ... . ' r , _ .. MS WILL BE ALLOWED. UNDER FLOOR TYPE WILL BE ACCEPTABLE. 7. PERMIT IS REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' - IN HEIGHT. SEE SOUTHGENTER PLAN SUBMITTAL CHECKLIST. NO RACK STORAGE IS ALLOWED I2' -0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCK ROOM SHELVING WILL BE ALLOWED SINGE FIRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DESIGNED FOR ORDINARY HAZARD GROUP 2. 8- EXTEND EXISTING MAL..L.. TILE INTO VESTIBULE TO UNDERSIDE OF DOOR AT STOREFRONT. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR, AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OS OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS GUT IT MUS SE REMOVED AND REPLACED ITH U TI E 14 1/2" CALE: 1/4" = I' -O" 1 = / /AII4W % / / / / / EXPANSION JOINT COVER SYSTEM. SEE TYPICAL DETAILS. 5/4" X 5/4" PREFORMED PLASTIC OUTSIDE CORNER (F.O.I.G.) (Der.) - COVER PLATE: G/S GROUP MODEL* SFW -400. CONTACT: (570) 546 -5 .c) S---o te)- 0 O 2 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2.1 NOB City Of Tukwila BUILDING ... E N I' SION RECEIVED CITY OF T UKINILA JAN 0 8 2003 PtnIVII I (bN I tR COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Ett SCALE: i STORE NO. 6349 z 0 1/4"=1'-0" DRAWN BY: COVEY GROFF PROJECT No.: GLR -OK -052 OM) OAK) 2 O 9 n DAB November 21, 2001 SHEET: a a og g -v a to to �9 = O to E o F Al 4 of I-1 CONSTRUCTION PLAN F+1 480 998 7223 CONSULTING ENGINEER MARK SYMBOL MOUNTING DESCRIPTION N 01A '` o II" RlrGlr`.�SIrD CERAMIC METAL HALIDE DOWNLI6HT % 6" X 1" SEMI RECESSED HALOSN WALL -WASH FIXTURE. AIM AT 15 TO GEILIN6 PLANE AS INDICATED IN DETAIL THIS SHEET. P o , GEILIN6 6" X 1" TRACK MOUNTED HALOSN WALL -WASH FIXTURE. GEILIN6 MARK SYMBOL MOUNTING DESCRIPTION N 0 '` o II" RlrGlr`.�SIrD CERAMIC METAL HALIDE DOWNLI6HT C!ILIN6 6" X 1" SEMI RECESSED HALOSN WALL -WASH FIXTURE. AIM AT 15 TO GEILIN6 PLANE AS INDICATED IN DETAIL THIS SHEET. P o , GEILIN6 6" X 1" TRACK MOUNTED HALOSN WALL -WASH FIXTURE. GEILIN6 SP SP GEILIN6 RECESSED STEREO SPEAKER Cr. YP 2 PER STORE) INSTALLATION OP' SPEAKER, WIRE 4 OTHirR CONNECTIONS ARE TO BE E3Y THE 6.G. WALL. MTP. "BUG EYE" TYPE EMERGENCY LIGHT W/ BATTERY BACK -UP - STOCK ROOM. = EXM GEILIN6 CEILING, MTD. SUPPLY / RETURN AIR DIFFUSERS. S. SEE MECHANICAL PLAN GEILIN6 MTD. COMBO ILLUM. EXIT SIGN C EMERSENGY LIGHT W/ BATTERY SACK -UP. G I = = = = GEILIN6 48" 2-LAMP SURFACE: MTD. PL.UORESGENT LIGHT MTD. TO STOCK ROOM GEILIN6 H = = °_ =. - SD 48" 2-LAMP WALL MTD. FLUORESCENT LIGHT MTD. INSIDE' MIRROR SOFFIT. SEE TYR. DETAIL Q = GEILIN6 MOUNTED SMOKED ASS SECURITY DOME GEILIN6 GL SG EFL GI° ILIN6 WRA ME FROM DOOR IS TO 13E PLACED ABOVE. (WHEN OCCURS) G GEILIN6 MTV. OMSO EXHAUST FAN / L.I6HT IN TOILET ROOM. III C III WALL GU WALL MTD. SLRITY CAMERA. PER OWNER'S SPECS. Q 0 RECESSED METAL HALIDE DOWN LI6HTS WITH WHITE TRIM RINGS SEMI-RECESSED SEMICESSED SPRINKLER HEAD W/ CHROME ESGUTHION. NOTE: SPRINKLER HEADS SHOWN ARE SUGGESTED LOCATIONS. F PILL FINAL LOCATIONS L BE DETERMINED BY THE SPRINKLER DESISNER AND THE FIRE MARSHALL. 0 CEILING; E'ULLY- RECESSED SPRINKLER HEAD W/ WHITE POP -OPT' GAP. NOTE: SPRINKLER HEADS SHOWN ARE 5U66ESTED LOCATIONS. FINAL LOCATIONS WILL BE DETERMINED BY THE SPRINKLER s, fi r = ; j; . 4 CEILING GEILIN6 MTD. SUPPLY / RETURN LINEAR TYPE AIR D IFFUSES I I # 6' I MARK SYMBOL MOUNTING DESCRIPTION A 0 CEILING II" RlrGlr`.�SIrD CERAMIC METAL HALIDE DOWNLI6HT EM 0 CEILING RECESSED EMERSENGY LIGHT W/ BATTERY BACK -UP - SALES AREA EXC GEILIN6 GEILIN6 MTV. CLEAR PLAT L.E.D. ILLUMINATED EXIT SIGN. EM1 ■ ■ WALL q' WALL. MTP. "BUG EYE" TYPE EMERGENCY LIGHT W/ BATTERY BACK -UP - STOCK ROOM. = EXM GEILIN6 GEILIN6 MTD. COMBO ILLUM. EXIT SIGN C EMERSENGY LIGHT W/ BATTERY SACK -UP. G I = = = = GEILIN6 48" 2-LAMP SURFACE: MTD. PL.UORESGENT LIGHT MTD. TO STOCK ROOM GEILIN6 H = = °_ =. - WALL 48" 2-LAMP WALL MTD. FLUORESCENT LIGHT MTD. INSIDE' MIRROR SOFFIT. SEE TYR. DETAIL Hi = d ' L 24° 2-LAMP WALL MTD. FLUORESCENT L Km. 16HT M. INSIDE' MIRROR SOFFIT. 5 E� TYP. DETAIL EFL GE ILIN6 G GEILIN6 MTV. OMSO EXHAUST FAN / L.I6HT IN TOILET ROOM. III C III M Q GEILIN6 RECESSED METAL HALIDE DOWN LI6HTS WITH WHITE TRIM RINGS CEILING TYPES c1 SALES AREA NEW SUSPENDED 5/8" TYPE 'X' GYP. S. GEILINb ON 9/8" HAT CHANNELS AT 16" D.G. AND I -i /2" C.R. BLACK IRON CHANNELS AT 48" O.G. SUSPENDED FROM DECK ABOVE PER TT. DETAIL (8 /A4). PREPARE GYP. S. FOR PAINT FINISH. HEIGHT PER PLAN C2 STOCK ROOM: ARMSTRONG 24" X 48" 15/16" WHITE T -BAR SUSPENDED GIILINb GRID SYSTEM. AT H>^I6HT AS INDICATED ON PLAN WITH ARMSTRONG #1834 FINE FISSURED -MEDIUM TEXTURE PIKE GUARD 24 "X48" X 5/8" ACOUSTICAL GEILIN6 TILLS C3 STOREFRONT: 5/8" TYPE 'X' GYP. BD SOFFIT ON 3-5/8" X 20ga. METAL STUD F=RAMING AT 16" O.G. TAPE AND SAND GYP. SD. SE=E SECTIONS. PREPARE FOR PAINT FINISH. 0 TOILET ROOM: NEW 5/S" TYPE 'X' GYP. BD. GEILIN6 ON METAL STUDS AT 16" O.G. W/ TAPED JOINTS SANDED SMOOTH. PREPARE 1=0R PAINT FINISH. HEIGHT PER PLAN TOILET ROOM EXHAUST FAN / LIGHT COMBO CENTERED IN ROOM AS SHOWN. r . for- - ► 71 FAUX SECURITY CAMERA WALL MOUNTED ® 10' -0" A.P.P. LINE OF SLOPED PLEXISLAS6 SECURITY MIRRORS BELOW CEILING 11'-0"AFF. NEW PAINTED GYP. BD. GEILIN6 PT S'-0" AFF NEW PAINTED GYP. BD CEILING LINE OF FLOOR FIXTURES BELOW. SHOWN FOR REFRENGE. (TYP.) �� TENANT'S SPACE DATA STORE DESIGN TYPE: GROSS LEASED AREA: 1,330 SQ. FT. 100 % GROSS SALES AREA : 1,092 SQ. FT. 82.1 NON SALES AREA: 238 SQ. FT. 17.9 NET SALES AREA: 1016 SQ. FT. 76 NEW 5/6" TYPE 'X' GYP. BD. HEADER AT IO' -IO" A.F.F. SPRINKLER HEADS SHOWN FOR REFRENCE. SPRINKLER DRAWINGS ARE TO BE UNDER SEPARATE COVER. (TYP) THERE IS A CHANGE OP GEILIN6 HEIGHTS IN THIS AREA THAT MAY OR MAY NOT AFFECT THE VESISN OF THE STOREPRONT. THE DETAILS OF THE GEILIN6 HEIGHT CHANGE, BY THE LANDLORD, HAVE NOT SEEN FULLY CLARIFIED. TENANT 6.C. TO VERIFY ONSITE CONDITIONS AND COORDINATE WORK WITH MALL MANAGEMENT. IF STOREFRONT AS DE516t+1ED WILL NOT WORK BECAUSE: OP THIS CHANGE, TENANT 6.C. TO CONTACT ARCHITECT AND LANDLORD ASAP. �10' -0" AF.R}— SUSPENDED T -BAR GRID AND TILES REFLECTED CEILING PLAN 5/8" TYPE 'X' GYP. LINE OF SLOPED PLEXI6LASS SECURITY MIRRORS BELOW CEILIN' 727 VA -LINE OF ILLUMINATED SION LETTERS ABOVE. SEE STOREFRONT ELEVATION. 1 SCALE: 1/4" = I'-O" LINE OF FLOOR FIXTURES BELOW. SHOWN FOR REFRENCE.(TYP.) NEW 5/8" TYPE 'X' GYP. BD. HEADER AT 10' -10" A.F.F. �_1 LINE of SLOPED PLEXI6LASS SECURITY MIRRORS BELOW GEILIN6 THIS SYMBOL WHERE SHOWN REPRESENTS (1) 6" x 36" x I6ga. WHITE POWDER COATED MAGNETIC. PLATE ADHERED TO SOFFIT W/ GONSRUCTION ADHESIVE. I" APART CENTERED IN STOREFRONT. F.O.I.G. 24 X 24" INTERSRATED ACCESS PANEL FOR ACCESS TO SIGN F. POWER VERIFY EXACT LOG. kV 5I6N INSTALLER. PAINT TO MATCH ADJACENT GEILIN6 COLOR. _- u. _._...- acs ^ti- a:.•:•••f;- aM•,•rxac^x•s :xn^. •r�zamz.�. -r-s r:. ^^:�s,m':�� LANDLORD NOTES: I. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONGEALED POP OFF COVER TYPE. 2. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND .JOISTS AND NOT FROM DECK ABOVE. 5. ALL STOREFRONT LI&HTIN6 MUST EE INCANDESCENT AND ON SEPARATE CIRCUIT AND ON 1 PAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 4. STOREFRONT SI6NA6E MUST BE ON SEPARATE CIRCUIT AND ON 'T DAY TIME CLOGS: SET TO MALL'S OPERATING HOURS. 5. GEILIN6 SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. 6. ARCH. TO VERIFY WITH FIRE DEPARTMENT ON STOCK ROOM SHELVING HEIGHT AND CLEARANCE FROM TOP OF SHELVING TO SPRINKLER. DEFLECTOR. SHIELD. 1. ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. CEILING LAN SYMBOL LEGEND D08,017, RECEIVED CITY OF TUKWILA JAN Q 3 2000 PLhivfl i GLIq 1 tit PROJECT No.: STORE NO. 6349 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form. arrangement and composition of spaces, and elements of the design. Under such protection. unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. z 0 O O 7 CLR -D"1 -052 DATE: November 2 I, 2009 SHEET: as g g d Cii di d to _ A~ 0 2 E 0 I DEC 17 '0? LA toi ca • LEI •a N uo TO ao O O N es or) C o o o d e s 2 m SCALE: 1/4".1 A1 • 1 DRAWN BY: COVEY GROFF 5 of It EXISTING MALL ESCALATOR RETURN ELEVATION 9 1/2" TEMPERED STOREFRONT di-AZ INI SCALE: 1/2 "= I'-O" 6" H16H STOREFRONT 6L.AZINS HEAD 5/4" CLEAR ANODIZED ALUMINUM REVEAL APPLIED VINYL SAFETY GRAPHIC ON INSIDE OF bLA55 56" A.F.F. (TYP.) F.0.1 .G. 6" HIGH STOREFRONT 6LAZINS BASE THERE IS A CHANGE OF CEILING HEIGHTS IN THIS AREA THAT MAY OR MAY NOT AFFECT THE DESIGN OP THE STOREFRONT. THE DETAILS OF THE CEILING HEIGHT CHANGE, BY THE LANDLORD, HAVE NOT EDEN FULLY CLARIFIED. TENANT 6.6. TO VERIFY ONSITE CONDITIONS AND COORDINATE WORK WITH MALL MANAGEMENT. IF STOREFRONT A5 DESIGNED WILL NOT WORK BECAUSE OF THIS CHANGE, TENANT 6.C. TO CONTACT ARCHITECT AND LANDLORD ASAP. 4 i Zs 6" HIGH STOREFRONT GLAZING HEAD MT -1 1/2" TEMPERED STOREFRONT GLAZING GRAPHICS MUST HAVE MATCHING LETTERS AND FEATURES ON BOTH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIPE. MAX. HEIGHT IS 3" . '. I. .I .. .. . I .I:• ................ 6" HIGH STOREFRONT GLAZ I N6 SASE A!J� STOREFRONT ELE I NOTE: RATE SI6NA6E • SUBMITTAL WILL BE REQUIRED FOR. REVIEW AND APPROVAL. LINE OF SOFFIT ABOVE Ji i I i I I I a .JJ 1 I 1 /4" MAX. I TYPICAL EuJTT JOINT t// LEASELINE / LINE OF STOREFRONT SOFFIT ABOVE EXISTINE MALL BULKHEAD NO 51 ...CONE I2'-6 I /2" ATION A4 1 J } FACTORY /2" TEMPERED STOREFRONT 6LAZIN6 ON 6" HIGH STOREFRONT BASE. CORNER TYP.) ENLARGED STOREFRONT PLAN LINE OF EXPANSION JOINT COVER BEHIND /5/4" PLYWOOD. SEE / DETAILS APPLIED VINYL SAFETY G RAPHIC ON INSIDE OF &LASS • 56" A.F.F. (TYP.) F.0.1 STRUCTURAL LUMNS WITH NEW FURRI EE - -� SHEET Al. 6RAPHIG DISPLAY FRAMES. SEE INTERIOR ELEVATIONS 1 CUSTOM PREFABRICATED SIGN UNIT ATTACHED TO STOREFRONT SOFFIT SUE3MIT SHOP DWGS. TO ALL REQUIRED AUTHORITIES FOR APPROVAL. (SEE SHOP DRAWING FOR PETALS ) I ' . I. . ' . ' . • . • . ' . • . • . • . ' . I. I . . • ''''' 1 ' . I... ........... ......... ....... i. I. ....... .. • RAISED METAL PANELS ON STOREFRONT ENLARGED STOREFRONT PLAN NEW DEMISING PARTITION. SEE SHEET AI. 5/4" CLEAR ANODIZED ALUMINUM REVEAL 1/2" TEMPERED STOREFRONT 6LAaZ!N6 ON 6" HIGH STOREFRONT BASE. LEASE LINE 30' -2" - LEASE DIMENSION LEASELINE / LINE OF STOREFRONT SOFFIT ABOVE LINE OF STOREFRONT SION ABOVE. SEE DETAIL. NEW DEMISING PARTITION. SEE SHEET Al. 3/4" CLEAR ANODIZED ALUMINUM REVEAL 1/2" TEMPERED STOREFRONT GLAZING ON 6" H16H STOREFRONT BASE. 4'-6 I/2" 5 1/2' S 4" EXISTIN6 MALL IXPANSION JOINT LINE OF SOFFIT ABOVE LINE OF SWI - BRUSH ALUMINUM LEDGE PAIR OF NEW 1/2" TEMPERED GLASS STOREFRONT DOORS TENANT PAIR OF 1/2" TEMPERED STOREFRONT GLASS POORS 6" HI6H STOREFRONT GLAZING BASE ■RAPHIG DISPLAY FRAMES. SEE INTERIOR ELEVATIONS— SCALE: 1/2 " =1' -0" SCALE: I/2 "= I'-O" EXISTING MALL zz....._______ ____-.-------- - BULKHEAD 6" HIGH STOREFRONT GLAZING HEAD SWIRL. -BRUSH ALUMINUM LEDGE 6" HIGH STOREFRONT 6LAZ 1 N6 HEAD — 1/2" TEMPERED STOREFRONT 6LAZIN6 5/4" CLEAR ANODIZED + ALUMINUM REVEAL APPLIED VINYL SAFETY GRAPHIC ON INSIDE OF 'LASS ® 56" A.F.F. (TYP.) F.0.1 .C. EXIST! N6 NEUTRAL PIER BY LANDLORD 2 z 2 JAN 2 4 20G3 REVIEWED FOR - CODE COMPLIANCE APPROVED City of Tukwila p BUILDING DIVISION VINYL SAFETY &RAPHIGS NOTE: GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHING LETTERS AND FEATURES ON 150TH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE. MAXIMUM LETTER HEIGHT OF LETTERS IS 5 ". m RECEIVED CITY OF TUKWILA JAN O 3 Zug PLhivii i GEN 1 EFL STORE NO. 6349 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. D to W .: t c o ao 4.1 c 2 GP V< IA = a; M gi fA SCALE: PROJECT No.: V. z 0 i i DATE: November 21, 2001 SHEET' 1/2"= I -0" DRAWN BY: COVEY 6ROFF GLR -01 -052 < 0. Zi—• o z < g W cg ( t.7 u.1 —1 11-1Z Vf W 9 C OEC 17 O7 A2 6 of I1 0 0 0 0 0 0 0 O a 0 0 0 0 a 0 O 0 0 0 0 0 0 O 0 0 0 0 O 0 SLATWALL BACKING DETAIL D 8 A.F.F. — DEMISIN& STUDS BY (� LANDLORD TENANT 6.G. TO I NSTALL R -la SATT INSULATION (T•P.) Q O 1 CONTINUOUS b" x 20 ga. METAL STRAPPING SCREWED TO m LANDLORD STUDS (TYR) 0 in 9 SCALE: 3/4" = 1 '-D" 3 5 /8 "x20 OA. METAL STUD DIAO. BRAG! Nb 8 48" O.G. @ 45° TO STRUCTURE ABOVE PAINTED GYP. S. CEILINO. SEE SHEET AI.I TENANT PAIR OF NEW 1/2" TEMPERED &LASS STOREFRONT DOORS 6" HIGH STOREFRONT 6LAZINO BASE �A► EXISTING MALL BULKHEAD 5/8" TYP. 'X' GYP. D. GLASS BEAD SION FACADE 13Y TENANT 6.G. /�7► INDIVIDUAL MOUNTED SIGN LETTERS. SEE ELEVATION SWIRL. - BRUSH ALUM. FINISH LEDGE 6" HIGH STOREFRONT 6LAZINO HEAD RECESSED DOWNLIOW. SEE RCP. 1/2" TEMPERED STOREFRONT GLAZING 6" HIGH STOREFRONT 6LAZINO BASE A!�. r n I- n Cf TENANT'S FINISH FLOOR STOREFRONT SECTION NEW 5/8" TYPE 'x' GYP. BD. ON TENANT SIDE: OF BULKHEAD BY G.G. 3 5/8" x 20 6A. METAL. STUD DIAS. BRACING @ 48" D.G. @ 45° TO STRUCTURE ABOVE 3 5 /6" x 20 ga. METAL STUD STOREFRONT FRAMING ® 16" O.G. (TYP.) PAINTED GYP. SD. GEILINO. SEE SHEET AI .1 - TENANT TENANT'S FINISH FLOOR II II GRAPHIC DISPLAY FRAMES. SEE INTERIOR ELEVATIONS. — 'N111 - rer 1 PT -I 5/8" TYP. P. 'x' 6 T P. BD. STOREFRONT SECTION MALL FINISH FLOOR EXISTING MALL BULKHEAD 3 5 /8" x 20 ga. METAL STUDS ® I6" O.G. TO STRUCTURE ABOVE. 6" HIGH STOREFRONT 6LAZINb HEAD TRAGIC MOUNTED "DOWN L16HTIN6" 1/2" TEMPERED STOREFRONT 6LAZIN6 MALL 6" HIGH STOREFRONT 6LAZINO BASE MALL FINISH FLOOR REV IEi�iE =� CODE COMPLIANCE APPROVED City Of Tukwila BUILDING DIVISION RECEIVED CiTY OF TUK ILA JAN 0 8 2008 �'IrHivll l C'Lf' I ER SCALE: 1/2 "= I ' -0" 11 0 SCALE: 1/2 " -1' -O" COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as on "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. ' The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: November 21, 2001 SHEET: SCALE: STORE NO. 6349 z 0 9 O 1/2"7•1 DRAWN BY: GO VEY bROFF PROJECT No.: GLR -01-052 r KC V 7 n In ra co 6 ra CO l a 8 a p N `% a a o u 0 m r .. g g CP 3 H • 0 • E G H � 2.1 1 of 11 I t ` —. 0 i' PER PLAN 4" HIGH BASE GAVALETTO FIXTURE. AIM AS SHOWN - GYP. SD. CEILING SLOPED PLEXIGLAS SECURITY MIRRORS ON WALL SEE TYP. DETAILS. SLATWALL METAL STUD AND GYP. BD WALL BEHIND. 4" HIGH BASE. r INTERIOR ELEVATION 45 PEG. MIRROR SLOPED PLEXI6LAS5 END CAP. SEE SECURITY MIRRORS ON TYP. DETAILS. WALL SEE TYP. DETAILS. INTERIOR ELEVATION O zia WALL SECTION SCHEMATIC SCALE: I /2" = I' -O" SLATWALL 4" HIGH BASE SLOPED PLEXISL.ASS SECURITY MIRRORS ON WALL SEE TYP. DETAIL :7 SLATWALL, I 2' -0" 45 DE6. MIRROR END GAP. SEE TYP. DETAILS. 4" HIGH BASE SCALE: 1/4" = 1' -0" E TOILET ROOM ELEVATIONS EQ. 2' -I" r EQ. 4" HIGH BASE ---`) SCALE: 1/4" = I'-O" fra �: iwrrrr■■I f 6" HIGH GLAZING HEAD I/2" TEMPERED STOREFRONT 6L.AZIN6. SEE: STOREFRONT ELEVATION. 6" HI6H GLAZING BASE 45 DE6. MIRROR END GAP. SEE TYP. PETALS. VIM ALM" Cj)A NIMMOMILMELSIVit �,._ � _'fir■ 11111111111111Miliimir �I11�� �i��■ I Iww yw I =MIIMMEMIll lrr 1 1■■ ■ 4" HIGH BASE 0 45 DE6. MIRROR END GAP. SEE TYP. DETAILS. FAUX SECURITY CAMERA WALL MOUNTED ® IO'-O" A.F.F. SLATWALL -WATER HEATER CI 24 X S6 TILT MIRROR COMPLIANT SURFACE WIDTH i CASH / WRAP ELEVATION 9 ♦ 1- 24 X 36 TILT MIRROR PAPER TOWEL. HOLDER p 2 ' - 3" I EQ 2 Ci FAUX SECURITY CAMERA WALL MOUNTED ® 10' -0" A.F.P. 45 DE6. MIRROR END GAP. SEE TYP. PETALS. SCALE: I" = 1 1/2" TEMPERED STOREFRONT 6LAZIN6. SEE STOREFRONT ELEVATION. 6" H16H STOREFRONT GLAZING BASE GASH RE6ISTIER. COUNTER Mir ftomi ls- L Clo la 111 1 M 7i MMIIIIIIIIIM MI ► R`l MEOW • �J IMEMI :::_ _ ■ '��.. fr iJl. mnimimmillIIIIIIIMA El NI V Cr � _ E ta ... 1131111W ir : :;: N. =MEI :r��■�wwl�■I�■ - ■t _ ........ miiiiiiiii . ii it alip an MillrjM VEIF e come 24" X 60" CLEAR TEMPERED MIRROR ON DOOR. cla re's 0 SHOWN TRIJE TO PLANE FOR CLARITY 4" 1416H BASE 0 TYP. r r W SLATWALL CD r SLOPPED PLEXI6LASS "WELCOME TO SECURITY MIRRORS CLAIRE'S" SIGN ON WALL SEE TYP. CENTERED DETAILS. OVER WALL TOILET ROOM SHELVING NOTE: 6.0 TO INSTALL 12" x 56" x 3/4" WHITE MELAMINE GLAD WOOD SHELVES ON H.D. BRACKETS 4 ADJUSTABLE STANDARDS. 6.G. TO PROVIDE BACKING IN INALL FOR SECURE ATTACHMENT OF STANDARDS TO WALL. SCREW SHELVES TO BRACKETS THRU PROVIDED MOUNTING HOLES. 36" WIDE X Iq" LONG H.G. ACCESSIBLE ROLL -OUT SHELF (RETRACTABLE) ATTACHED TO CENTER COUNTER FRONT PANEL, SHELF TOP AT 52" A.F.P. CLAIRE'S LO60 ON GASH / WRAP FACE. SEE SHOP DRAJNI N6S PT -I INTERIOR ELEV. SHELVES OVER W.G. SEE NOTE ABOVE to 113' - 0" EQ. SCALE: %I /4" = rd c� (V'Vk4'j PAO IXW Fte4e 6i 04-. it D 1' -0 H INTERIOR ELEVATION CEILING MOUNTED EXIT � SIONA6E CENTERED OVER GRILLE SCANNER BRACKETS, I PAIR -------...\ SHELVES MOUNTED IN THE BACK OF THE CENTER PORTION OF THE CASHWRAP COUNTER ARE REMOVABLE FOR LEO- SPACE, IF REQUIRED BY BUILDING CODES EMPLOYEE SIDE EXPANSION JOINT COVER EXPANSION .I COYER P( »o12 INT. ELEV. SCALE: 1/4" = 1' -0" 4" HIGH BASE SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" COMPLIANT SURFACE DEPTH C: u • • • 0 a a a • CASH / WRAP SECTION SCALE: I" = 1' -0" I /2" TEMPERED STOREFRONT GLAZING. SEE STOREFRONT ELEVATION. HANDICAP RESTROOM 516N5. �--- WIREWAY 6" HI61-1 STOREFRONT 6LAZI SASE FAUX SECURITY CAMERA WALL MOUNTED ® 10' -0" APP. REVIE FOR CODE COMPLIANCE APPRO 3Pk Ziji City Of Tukwila DIVISION BUILDI��' DIVISIOf TOP OF CENTER COUNTER (WHEN PULL -OUT SHELF 15 CLOSED, THIS CENTER COUNTER COMPLIES W/ REQUIREMENTS FOR HANDICAP COUNTER ACCESS: A.D.A. IQQ2 FRONT EDGE OF CASH RE6ISTER COUNTER BEYOND CUSTOMER SIDE n i- Z O O RECEIVED CITY OF ruKSWILA JAN 0 C 1UUL:i �'�H1vIl i c.:Er. l EFL STORE NO. 6349 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction. building seizure, and /or monetary liability. ® a: SCALE: z 0 DATE' SHEET: ' November 21, 2001 1/4"=P-0" DRAWN BY: COVEY 6ROFF PROJECT No.: GI- R- 07 -0E2 DEC 17 ri 8 u I A3 of 17 INTERIOR ELEVATIONS F+1 480 998 7223 CONSULTING ENGINEER U1 el RI _ n uu•, IffiliMMIMMk MIL " E&ML 1► u9 -17 I NNW SLATWALL CO I -' = 6RA+PHIG DISPLAY FRAMES F.O.I.C. i POSITION AS SHOWN II =, C1 iffalialiffiliM 1.11 III O ii I VW ___"M I t ` —. 0 i' PER PLAN 4" HIGH BASE GAVALETTO FIXTURE. AIM AS SHOWN - GYP. SD. CEILING SLOPED PLEXIGLAS SECURITY MIRRORS ON WALL SEE TYP. DETAILS. SLATWALL METAL STUD AND GYP. BD WALL BEHIND. 4" HIGH BASE. r INTERIOR ELEVATION 45 PEG. MIRROR SLOPED PLEXI6LAS5 END CAP. SEE SECURITY MIRRORS ON TYP. DETAILS. WALL SEE TYP. DETAILS. INTERIOR ELEVATION O zia WALL SECTION SCHEMATIC SCALE: I /2" = I' -O" SLATWALL 4" HIGH BASE SLOPED PLEXISL.ASS SECURITY MIRRORS ON WALL SEE TYP. DETAIL :7 SLATWALL, I 2' -0" 45 DE6. MIRROR END GAP. SEE TYP. DETAILS. 4" HIGH BASE SCALE: 1/4" = 1' -0" E TOILET ROOM ELEVATIONS EQ. 2' -I" r EQ. 4" HIGH BASE ---`) SCALE: 1/4" = I'-O" fra �: iwrrrr■■I f 6" HIGH GLAZING HEAD I/2" TEMPERED STOREFRONT 6L.AZIN6. SEE: STOREFRONT ELEVATION. 6" HI6H GLAZING BASE 45 DE6. MIRROR END GAP. SEE TYP. PETALS. VIM ALM" Cj)A NIMMOMILMELSIVit �,._ � _'fir■ 11111111111111Miliimir �I11�� �i��■ I Iww yw I =MIIMMEMIll lrr 1 1■■ ■ 4" HIGH BASE 0 45 DE6. MIRROR END GAP. SEE TYP. DETAILS. FAUX SECURITY CAMERA WALL MOUNTED ® IO'-O" A.F.F. SLATWALL -WATER HEATER CI 24 X S6 TILT MIRROR COMPLIANT SURFACE WIDTH i CASH / WRAP ELEVATION 9 ♦ 1- 24 X 36 TILT MIRROR PAPER TOWEL. HOLDER p 2 ' - 3" I EQ 2 Ci FAUX SECURITY CAMERA WALL MOUNTED ® 10' -0" A.F.P. 45 DE6. MIRROR END GAP. SEE TYP. PETALS. SCALE: I" = 1 1/2" TEMPERED STOREFRONT 6LAZIN6. SEE STOREFRONT ELEVATION. 6" H16H STOREFRONT GLAZING BASE GASH RE6ISTIER. COUNTER Mir ftomi ls- L Clo la 111 1 M 7i MMIIIIIIIIIM MI ► R`l MEOW • �J IMEMI :::_ _ ■ '��.. fr iJl. mnimimmillIIIIIIIMA El NI V Cr � _ E ta ... 1131111W ir : :;: N. =MEI :r��■�wwl�■I�■ - ■t _ ........ miiiiiiiii . ii it alip an MillrjM VEIF e come 24" X 60" CLEAR TEMPERED MIRROR ON DOOR. cla re's 0 SHOWN TRIJE TO PLANE FOR CLARITY 4" 1416H BASE 0 TYP. r r W SLATWALL CD r SLOPPED PLEXI6LASS "WELCOME TO SECURITY MIRRORS CLAIRE'S" SIGN ON WALL SEE TYP. CENTERED DETAILS. OVER WALL TOILET ROOM SHELVING NOTE: 6.0 TO INSTALL 12" x 56" x 3/4" WHITE MELAMINE GLAD WOOD SHELVES ON H.D. BRACKETS 4 ADJUSTABLE STANDARDS. 6.G. TO PROVIDE BACKING IN INALL FOR SECURE ATTACHMENT OF STANDARDS TO WALL. SCREW SHELVES TO BRACKETS THRU PROVIDED MOUNTING HOLES. 36" WIDE X Iq" LONG H.G. ACCESSIBLE ROLL -OUT SHELF (RETRACTABLE) ATTACHED TO CENTER COUNTER FRONT PANEL, SHELF TOP AT 52" A.F.P. CLAIRE'S LO60 ON GASH / WRAP FACE. SEE SHOP DRAJNI N6S PT -I INTERIOR ELEV. SHELVES OVER W.G. SEE NOTE ABOVE to 113' - 0" EQ. SCALE: %I /4" = rd c� (V'Vk4'j PAO IXW Fte4e 6i 04-. it D 1' -0 H INTERIOR ELEVATION CEILING MOUNTED EXIT � SIONA6E CENTERED OVER GRILLE SCANNER BRACKETS, I PAIR -------...\ SHELVES MOUNTED IN THE BACK OF THE CENTER PORTION OF THE CASHWRAP COUNTER ARE REMOVABLE FOR LEO- SPACE, IF REQUIRED BY BUILDING CODES EMPLOYEE SIDE EXPANSION JOINT COVER EXPANSION .I COYER P( »o12 INT. ELEV. SCALE: 1/4" = 1' -0" 4" HIGH BASE SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" COMPLIANT SURFACE DEPTH C: u • • • 0 a a a • CASH / WRAP SECTION SCALE: I" = 1' -0" I /2" TEMPERED STOREFRONT GLAZING. SEE STOREFRONT ELEVATION. HANDICAP RESTROOM 516N5. �--- WIREWAY 6" HI61-1 STOREFRONT 6LAZI SASE FAUX SECURITY CAMERA WALL MOUNTED ® 10' -0" APP. REVIE FOR CODE COMPLIANCE APPRO 3Pk Ziji City Of Tukwila DIVISION BUILDI��' DIVISIOf TOP OF CENTER COUNTER (WHEN PULL -OUT SHELF 15 CLOSED, THIS CENTER COUNTER COMPLIES W/ REQUIREMENTS FOR HANDICAP COUNTER ACCESS: A.D.A. IQQ2 FRONT EDGE OF CASH RE6ISTER COUNTER BEYOND CUSTOMER SIDE n i- Z O O RECEIVED CITY OF ruKSWILA JAN 0 C 1UUL:i �'�H1vIl i c.:Er. l EFL STORE NO. 6349 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction. building seizure, and /or monetary liability. ® a: SCALE: z 0 DATE' SHEET: ' November 21, 2001 1/4"=P-0" DRAWN BY: COVEY 6ROFF PROJECT No.: GI- R- 07 -0E2 DEC 17 ri 8 u I A3 of 17 INTERIOR ELEVATIONS F+1 480 998 7223 CONSULTING ENGINEER GLAZING DETAIL @ BASE & HEAD I I /2" G.R. CHANNEL AT 48" D.G. 6" 6LAZIN6 HEAD TO EE NOTCHED BY "METALPRONTS" 3/4" EMT. COMP. STRUT TIGHT TO STRUGT. ABOVE. COMPESSI ON STRUT REO D. AT EA. SEISMIC RESTRAINT 12' -0" O.C. EA. WAY. 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. 1/4)) I k----- IN GLAZING SHOWN FOR VISUAL AID ONLY GYP. CEILING DETAIL 6" HISH STOREFRONT 6LAZIN6 HEAD SYP $P. SISNBAND SOFFIT. SEE STOREFRONT ELEVATION FOR FINISH SPECIFICATIONS. PROVIDE 3/4" SAP BETWEEN 5/8" 6YP. BD. TO RECESS 6LAZIN6 INTO SOFFIT. PROVIDE CLEAR SILICONE BEAD ON BOTH SIP!^S OF SLAZIN6 1/2" TEMPERED STOREFRONT 6LAZIN6 1/4" &LAZIN' BUTT -JOINT (TYP.) 6" &LAZIN& BASE TO BE NOTCHED BY "METALPRONTS" 6" HIGH STOREFRONT &LAZING BASE SCALE: I -1/2" = I' -0" ANCHOR TO STRUCTURE ABOVE. 5/8" TYPE 'X' 6YP. BD. ON TENANT SIDE OF BULK HEAD TO DECK ABOVE EXISTING MALL BULKHEAD EXISTING MALL LISHT P 5/8" TYP. GYP. BP. STOREFRONT BULKHEAD DETAIL 12 A. VERTICAL HANGER WINS ® 48" O.G. EA. WAY. '1/8" METAL HAT CHANNELS AT 16" O.G. PERPENDICULAR TO G.R. CHANNELS. SCALE: 6" = I'-0" SCALE: 11/2" = 12 6A. VERTICAL HANGER WIRES @ 48" D.G. EA. WAY. 1 1/2" G.R. CHANNEL AT 48" O.G. 1/8" METAL HAT CHANNELS AT 16" D.G. PERPENDICULAR TO G.R. CHANNELS. 5/8" TYPE "X" (GYPSUM BOARD WITH TAPED .JOINTS SANDED SMOOTH. EXPANSION JOiNT COVER SYSTEM COVER PLATE: "G /S GROUP" MODEL* SF1 -400. CONTACT: ( =546 -544I. EXPANSION JOINT @ CEILING & WALL STOREFRONT JAMB AT EXPANSION 5/8" TYPE 'X' SYP. BD. ON TENANT SIDE OF BULK HEAD TO PECK ABOVE EXISTING MALL BUJ-KW-AP STOREFRONT BULKHEAD DETAIL SCALE: 1 1/2" = 1' -0" RECESSED DOWNLISHT. SEE RCP. SUSPENDED 6YP. BD. CEILING SEE SHEET AI.I - --SLASS BEAD 516N FACADE BY TENANT S.C. I3 APP. 10' -0" A.F.F. INDIVIDUAL MOUNTEP SIGN LETTERS. SEE ELEVATION SWIRL -BRUSH ALUMINUM LEDGE 5/8" TYP. 'X' 67P. BD. SUSPENDED 6YP. BD. GEILIN6. SEE SHEET AI.I EXISTING MALL LIGHT FEATURE T 13'-0" A.F.P. I2' -1" APP. TRACK MOUNTED "POWN LI6HTIN6" SCALE: 1 1/2" = I' -O" 1/4" BUTT JOINT. STOP 68 -I ® G/L OF ;GLAZING LEASE LINE. SEE FLOOR PLAN 35/8 "X20 SA. METAL STUD FRAMING GUT TO PIT 5 /S" TYP. 'X' 6YP. P. 1/2" TEMPERED STOREFRONT GLAZING ON 6" HIGH 6LAZIN6 BASE. SEE ELEVATION MALL JAMB AT NEUTRAL 3 5/8" X 20 A. METAL STUD FRAMING TENANT 1/4" BUTT JOINT. STOP MT -I @ C4- OF BLAZING EXPANSION JOINT COVER SYSTEM FASTEN 3/4 LYWOOD ON THiS SIPE OF EXPANSION -JOINT ONLY. DO NOT FASTEN THIS SIPE OF 3/4" PLYYJOOP LINE OP SOFFIT ABOVE EXISTING STRUCTURAL COLUMN 5 5/8" TYP. 'X' 6YP. BD. :GRAPHIC DISPLAY FRAMES. SEE INTERIOR ELEVATIONS 1/2" TEMPERED STOREFRONT GLAZING ON 6" HISH 6LAZIN6 SASE. SEE ELEVATION COVER PLATE: "G /S GROUP" MODEL# FWF -500. CONTACT: (570) 546 -5441. EXPANSION JOINT COVER SYSTEM 3' -7" ± - t'a= VERIFY 3/4" MARINE &RAPE PLYWOOD. FINISH SIDES AND FRONT W/ 65-I STOP MT -I @ ./L OF GLAZING RAISED METAL PANELS ON STOREFRONT NEW &LASS STOREFRONT ENTRY DOORS EXISTING STRUCTURAL COLUMN 5/8" TYPE 'X' 6YP. BD. TENANT EXISTING METAL PAN DECK VERIFY EXACT CONDITION. 3 -5/8" X 20ga. MET. STUD SECTION ATTGHED TO UNISTRUT W/ (5) *10 SCREWS c SEE SHT 11 AI UNISTRUT PS000 HS ®6'-0" D.G. AFFIX TO BOTTOM GHORP OF TRUSS W/ UNISTRUT SEAM CLAMPS AT EACH SNP. J EXISTING ROOF STRUCTURE. VERIFY EXACT CONDITIONS. S - 5/8" X toga. MET. STUD DIASIONAL BRACING TENANT TOP OP EXISTING MALL ESCALATOR LINE OP SOFFIT AEOVlw ---....„ ....\i?___\ O5 Ot2- TYP. DIAL. BRACING CONN. TO DECK SCALE: 1 1/2" = SCALE: 1 1/2" = 1' -0" CHANNEL NUT BEAM CLAMP SCALE: N.T.S. TENANT S.G. TO VERIFY AT JOBSITE LOCATION OF NEUTRAL PIER AND LEASE LINE. EXISTING NEUTRAL PIER 3/4" CLEAR ANODIZED ALUMINUM REVEAL LINE OF SOFFIT ABOVE s /8" TfP. 'X' SYP. P. 3 5/8" X 20 6A. METAL- STUD FRAMING GRAPHIC DISPLAY FRAMES. SEE INTERIOR ELEVATIONS TENANT 1/2" TEMPERED STOREFRONT GLAZING ON. 6" HIGH GLAZING BASE. SEE ELEVATION MALL JAMB AT NE TENANT LINE OP FINISHED FLOOR EXPANSION ANCHOR TO EXIST. CONCRETE SLAB. EXISTING METAL PAN DECK VERIFY EXACT CONDITION. SEE SHT. Al CONT. S -5/8" x 20ga. TOP TRACK. SCREW TO UNISTRUT n, 1/2" TEMPERED STOREFRONT GLAZING STOREFRONT BASE DETAIL I� �� W B co_ onzov VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. MALL SLACK GASKET AS REQ. BOTH SIDES. 6" HIGH STOREFRONT BASE NO EXPOSED SCREWS ON FACE OR TOP OP BASE. EXISTING GONG. SLAB CHANNEL NUT UNISTRUT P1000 HS BRACE BOLTED TO CONT. UNISTRUT @ 2'-O" O.G. W/ UNISTRUT CHANNEL NUTS. ATTACHMENT TO STRUCTURE ABOVE SCALE: I I/2" = I'-O" SCALE: 5" = I'-O" CONT. UNISTRUT P1000 HS ON BOT. OF BAR JOISTS FIXED IN/ UNISTRUT BEAM CLAMPS AT EACH CHORD. EXISTING ROOF STRUCTURE. VERIFY EXACT CONDITIONS. RECEIVED CITY OF TUKwII_A JAN 0 3 zJJ �'tttivili Oi NI tR SCALE: N.T.S. m 3 SCALE: PROJECT No.: STORE NO. 6349 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces. and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ut z 0 u7 AS NOTED DRAWN BY ' COVET' SPROFP GI -R -07 -052 n DATE: November 21, 2001 SHEET: a, a In ccli t N N co co c ° o z d a 0 o � .c tn aT A4 of IT S. IF DOOR THRESHOLD TO BE TRIMMED TO 15 1/2" H, TRIM EDGE BANDI 6. CERAMIC TOOL CO. STRIPS A - TO BE SIZED, MITER CUT, IF INSTALLED PERMANENTLY ASCU THE REMAINING THREE SI 1. CARPET I5 TO BE INSTALLED. METAL TRANSITION STRIP: CERAMIC TOOL GO. - •T• 14GT; ANODIZEp ALUMINUM, BLACK FINISH, F.O.I.G. ; MECHANICALLY ANCHOR STRIP TO GONG. 13Y T.G.G. SET FLUSH W/ SURFACE OF NEW FLOORING. TENANT'S NEW CARPET PLOORIN6 Ju TAPERED LA a • 4• , • UNDERLAYM T MAIN RUNNER GROSS TEE SUSPENDED CEILING DETAIL 2 1/4" BEATER THAN 1/4" THAN THE VINYL PERIME E DOOR THRESHOLD HEIGHT ON THIS SI BACK TO I /I6" (MIN.) K -OFF 3 5 /8 "x20 METAL STUDS @ 16" O.G. TO FRAMING ABOVE. 5/8" TYPE 'X' 6YP. BD. - 5/4" X 3/4" PREFORMED PLASTIC OUTSIDE CORNER OUTSIDE CORNER 5 5/8" x 20 ga. METAL STUDS @ 16" O.G. TO FRAMING) ABOVE. 5/8" TYPE 'X' 6YP. BD. 3/4" X 3/4" WOOD BLOCKING IN CORNER INSIDE CORNER SLATWALL CORNER DETAILS ANCHOR TO STRUCTURE ABOVE 12 OA. VERTICAL HANGER WIRE @ 48" O.C. NSITION AND ENTRY MAT NOTES: I. - K-OFF MAT AND TRANSITION STRIP MUST SE INSTALLED PRIOR TO THE CARPET INS TION. 2. PROVI TRIM SPECIFIED IN MAXIMUM LENGTHS AVAILABLE CONTACT MALL FOR FUR INFORMA N. S. THE LO60 ► K OFF IS SHIPPED WITH A SLACK VINYL PERIMETER BORDER STR REDUCES TO A INISHED EDGE OP 1/4" 4. IMPORTANT -5E1=O CARPET IS INSTALLED, MAT 15 TO BE LAID ON GONG FLOOR AT ENTRAN TRIM EDGE BANDING TO MATCH HT. OP THR- SHOL.D. (VARIES). PRIOR TO SETTING CARPET NSITION STRIPS. SCALE: 1 I/2" = 11 -0" HEAVY DUTY ( GOMMERGIAL) AL INUM THRESHOLD BY 6.C,. AT EXTERIO DOORS. (ADA COMPLIANT; 3/8" M . H.) ALK OFF MAT / TRANSITION DETAIL SCALE: N.T.S. UL I- SIZ I BOTTOM CONNECTION STUD PARTITION EXPANSION JOINT COVER SYSTEM TENANT'S NEW FLOORING, SEE Al 5/8" TYPE "X" 6YP. BD. BOTH SIDES OVER 3-5/8" METAL STUDS. T y r 5 a :a • FLOAT AS' 1¢E4. 7 :, :. � . • EXISTING CONCRETE SLAB EXISTING MALL EXPANSION JOINT - 2 -HR FIRE BARRIER "� • INCLUDED WITH COVER • EXISTING CONCRETE SLAB SECTION @ WOOD BASE TYP. DOOR JAMB / HEAD EXPANSION JOINT COVER COVER PLATE: "G /S GROUP" MODEL# S6R -500. CONTACT: (510) 546-9141. 5/8" TYPE 'x' GYP SD PER PLAN S -5/8" X 209a. METAL STUD FRAMING AT 16 "O.G. ( 6" X 20" 6A. @ DEMISING WALL ) CONT. 20 6A. BOTTOM TRACK w/ 'HILTI' ON OR DS SHOT PIN INTO SLAB AT 24" O.G. W/ MIN. I 1/2" EMBEDMENT (145.0. #2388) BASE PER PLANS EXISTING CONCRETE SLAB SLAT/NALL PANEL --- 'PREPINISHED MARLITE 103 "SRITE- WHITE" 4" HIGH MDF BASE. INSTALL SASE WITH LIQUID ADHESIVE AND CAULK TO THE SLATWALL WITH WHITE COMMERCIAL GRADE CAULKING DO NOT ATTACH W/ METAL PASTENERS (SUCH AS SCREWS OR NAILS "CORNERS SHALL SE MITERD. PAINT ANY EXPOSED ENDS TO MATCH ADJACENT SURFACE. F.O.I.C. (2) 5-5/5"X 20GA. METAL STUDS. NON- COMBUSTABLE WOOD BLOCKING HOLLOW METAL. POOR FRAME AND JAMS DOOR, SEE SCHEDULE � _in t OgFIP> i i r . OL � -. � - . , - - - v n 1111111111111111111111111111111 - . • -�r ... - �• y w VCT TO CONCRETE TRANSITION SCALE: 6" = 1 SCALE: 3" = 11 -0" TENANT'S NEW FLOORING', SEE Al TENANT'S NEW CARPET FLOORING • v `• • "ROPPE" #23 BLACK REDUCER STRIP VCT STOCK ROOM FLOORING SCALE: N.T.S. FULL. SIZE FULL SIZE LINE Or DOOR IN CLOSED POSITION EXISTING CONCRETE SLAB EACH CONN. I SALES (3) #10 SCREWS AT TOILET ROOM FLOORING PER PLAN. 3-5/8" X 2O9a. CONT. TOP TRACK 2" X 1/2" MARBLE THRESHOLD PIECE STRIP CENTERED UNDER POOR. EXISTING CONCRETE SLAB \ r 1 TOP OF INTERIOR PARTITION DQg -D12- 1 .1' CHANNEL ON TOP AND BOTTOM ATTACHED USING MANUFACTURERS RECOMMENDED METHOD. 1/4" PLATE GLASS MIRROR PANEL. SEE SPEC M -I ON SHEET 5P2. STOCK ROOM POOR. SEE SHEET Al. 'J' CHANNEL ON TOP AND BOTTOM ATTACHED USING MANUFACTURERS RECOMMENDED METHOD. - r Ii 1 • i � 11 1 _. - 7il[uplll[CII - 9 • L UI J . Q ! . �qc v CARPET / VCT TRANSITION --=-- ==- •r���111111111111111111 • % - ... • i ' " ro - - . V: • • 7 . TOILET ROOM TRANSITION 5 -5/8" X 2O94. METAL STUD DIA:IONAL BRACING @ 48" O.G. IN ALIENATE DIRECTIONS TO STRUCTURE ABOVE. AS REQUIRED 5-5/8" X 2Oga. METAL STUD SCAB TO TOP OP PARTITION AT EACH BRACE W/ (2) #IO SCREWS EA TO TOP TRACK. y 4 . PLAN PAINTED GYP. BD. GEILIN6• SEE SHEET AI.I 3-5/8" X 20ga. METAL STUD FRAMING AT 16 "0.C• 5/8" TYPE 'X' SYP BD PER PLAN. SCALE: I 1/2" = 11 -0" SLATWALL/MIRROR FRAME NOTES: I • SLATWALL INSTALLATIONS THAT ARE SET LEVEL WITH A TRANSIT CAN BE USED AS A BASE LINE FOR MIRROR FRAME INSTALLATION. 2. MINIMUM CLEARANCE REQUIRED FROM THE TOP OP SLATWALL TO INSTALL FRAME WELDMENTS. IF THE SLATWALL IN NOT LEVEL, INCREASE THIS DIMENSION, AS REQUIRED TO MAKE THE WHOLE FRAME INSTALLATION LEVEL.. S. T.G.C. TO ATTACH MOUNTING BRACKET TO STUD ATTACHED TO SACK OF FEATURE PANEL IN FIELD. STOCKROOM DOOR SECTION @ MIRROR VCT STOCK ROOM FLOORING • • STOCK VCT STOCK ROOM FLOORING SCALE: N.T.S. NOTE: SET TRANSITION STRIP TO STOCK ROOM SIDE SO RUBBER STRIP WILL NOT BE VISIBLE FRM SALES AREA WHEN DOOR IS CLOSED - "ROPPE" #42 BLACK CUSTOM CARPET TRANSITIONS FULL SIZE LINE OF TOILET RM. POOR IN CLOSED POSITION FULL SIZE 2 THINSET. (TYP.) FLOAT AS REQ. TENANT'S NEW TILE ENTRY FLOORING EXISTING GONGRETE SLAB TENANT'S NEW CARPET FLOORING WALL SECTION - _MIRROR COD cotA'AiKE Ji:N t ps - sktr rit _ k_ METAL TRANSITION STRIP: SLANKEE CO. NO. 21841010025 ALUMINIUM, F.O.I.G. ; MECHANICALLY ANCHOR STRIP TO CONCRETE BY T.G.G. SET FLUSH IN/ SURFACE OF NEW FLOORING THIN -SET MORTAR SHALL BE TAPERED AS REQUIRED TO ACHIEVE PERFECTLY FLUSH TRANSITION BETWEEN FLOOR TILE AND TRANSITION STRIP DEMISING WALL PER SHEET Al 3 -5/8" X 20ga. CONT. TOP TRACK (I) I -1/2" LONG SELF TAPPING SCREW INTO EACH STUD/ SEE PLAN 4 PAINTED GYP. P. GEILIN6. SEE SHEET AI.I ~� 5 -5/8" X 20.90. METAL STUD FRAMING AT 16 "O.O. '5/5" TYPE 'X' (GYP BD PER PLAN. TOP CONNECTION AT FURRING WALL /UNFINISHED BORDER STRIP IS ONLY. IF THRESHOLD UIRED, LAID DOWN AND OP 4060 MAT. I "- r■ Q q - i1IIIIIIIIIIIIIIIiI:` MALL TILE TO TENANT'S TILE II ith 9 • METAL STUD # GYP. BD. PARTITION. (SEE PLAN) (GYP. SP. CEILING. SEE RCP 3/4" STEEL MIRROR WELDMENT FASTENED AT 16" O.G. W/ NO. 10 X 3 -1/2" ANCHOR BOLTS 4 TOGGLE NUTS THRU 6YP. BOARD. FASTEN TO AJAGENT SEGMENTS kV (3 ) NO. 10 X 2" BOLTS W/ ( 2 ) WASHERS AND LOCK NUT PER BOLT 48"W. FRAME MIRROR STEEL. WELDMENT SEGMENTS ACRYLIC MIRROR SECTIONS INSTALL BY INSERTING TOP EDGE IN LI' CHANNEL. AND DROPPING BOTTOM OF MIRROR PANEL INTO LOWER 'J' CHANNEL OF MIRROR FRAME WELDMENT MIRROR BANKS AGAINST FRAME WELDMENT TO INSTALL "U" CHANNEL AT EDGE OF MIRROR PANEL, PROVIDED BY OWNER, INSTL'D BY T.b.G. (SEE INSTALLATION INSTRUCTIONS) BOTTOM OF ACRYLIC MIRROR PANEL RESTING IN LOWER LI' CHANNEL OF MIRROR FRAME WELDMENT ATTACH FASTENERS AT INSIDE OF 6000VE SLATWALL PANEL (SEE NOTE I) — LEASE LINE (SEE PLAN) , TENANT'S NEW TILE ENTRY FLOORING. EXISTING CONCRETE SLAB TENANT'S ENTRY TILE TO CARPET SCALE: 1 1/2" = 1' -O" 5 - 0" A.I�•P. SCALE: I 1/2" = 11 -0" MALL FLOORING INFILL. VERIFY DETAILS WITH CENTER MANAGEMENT. TYPICAL GROUT JOINT EXISTING MALL. FLOORING FULL. SIZE RECEIVED CITY OF TUK ILA JAN U 3 L :OU P I lvIl I (+(=f\I I Ef FULL SIZE STORE NO. 6349 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ® SCALE: PROJECr No.: 2 0 tiv DRAWN BY: COVEY GROFF O AS NOTED OUR-0/-052 m/Nu LcTit 0 ea Y - a N m co V E s� rn u o 014 g g W R IR CY 7 gi = 1 E 1= 0 DATE: November 21, 2001 SHEET: gEC 17 70 A4 • 1 10 of I7 TENANT'S SPACE DATA DESCRIPTION / SIZE STORE DESIGN TYPE: GROSS LEASED AREA: 1,330 SQ. FT. 100 % 01A , GROSS SALES AREA: 1,092 SQ. FT. 82.1 % NON SALES AREA: 238 SQ. FT. 17.9 % NET SALES AREA: 1,016 SQ. FT. 76.3 % ITEM NO. DESCRIPTION / SIZE COUNT SUPPLIED BY INSTALLED BY COLOR / REMARKS ED LPI.IA 2' X - 1' FEATURE PANEL X T. T.G.G. LAVENDER LFI.IB 2' X 7' FEATURE PANEL X T. T.S.G SALSA LFI.IG 2' X 7' FEATURE PANEL X T. T.G.G. MORNING BLUSH LFI.ID 2' X "E'' FEATURE PANEL X T. T. HONEY DO LFI.2A 3' X 3' -6" FEATURE PANEL. X T. T.S.C. LAVENDER LFI,2B 3' X 3' -6" FEATURE PANEL X T. T. SALSA LF1.2C 3' X 3' -6" FEATURE PANEL.. X T. T.G.G. MORNING SLUSH LFI.20 3' X 3' -6" FEATURE PANEL X T. T. HONEY DO LFI.3A 3' X 5' FEATURE PANEL X T. T.G.G. LAVENDER LFI.35 3' X 5' FEATURE PANEL X T. T.6.G SALSA LFI.3G 3' X 5' FEATURE PANEL X T. T.G.G. MORNING BLUSH LFI.3D 3' X 5' FEATURE PANEL X T. T. HONEY DO LP2.0 36" MARQUEE DISPLAY X T. T. LF2.I IS" MARQUEE DISPLAY X T. T. LF3.0 IS" X I5" SQUARES TOWER X T. T. LF4.O EARRING TREE X T. T. LF5.O FEATURE TABLE X T. T. LF6.0 EAR PIERCING UNIT X T. T. CONTRACTOR TO ASSEMBLE LF6.I EAR PIERCING CHAIR X T. T. LF7.0 GASHWRAP (ONE PIECE) x T. T.G.G. LP/.1 BACKWRAP X T. T.G.C. LF"T.2 SIDEWRAP X T. T.G.G. LFII.O PRECIOUS METAL FIXTURE X T. T.G.G. LFI2.O COUNTER SPINNERS X T. T.S.C. LFI3.0 REAL BODY JEWELRY FIXTURE X T. T.G.C. LF14.O SL ATWALL PANEL FIXTURE X T. T.G.G. I GOAT HOOKS BRACKET ( NON -SALES ) I T.G.G. T.G.G. "BOERIGK" #5-232 x 24" 2 SCANNER BRACKE=TS ON GASHWRAP I T. T.G.G. ( I PAIR BRACKETS ) SEE GASHWRAP ELEVATION DETAIL ON DWG El 3 2A10BG. FIRE EXTINGUISHER 2 T.G.G. T.G.G. COORDINATE LOCATION W/ LOCAL OFFICIAL 4 STEREO SHELF I T. T.G.G. MOUNT SHELF ® 1' -6" A.F.F. 5 EMPLOYEE LOCKER I T. T.G.G. SEE NOTE NO. 5 6 GOAT HOOK WITH BUMPER I T.G.G. T.G.G. SEE SHEET SP2, DIV. 10600 1 PAPER TOWEL ROLL HOLDER I T.G.G. T.G.G. MOUNTING HEIGHT - BOT. AT 40" A.P.P. 8 SUPPLY SHELVES I T.G.G. T.G.G. SEE NOTE NO.6 9 STEREO RECEIVER I T. T.S.G. WIRES PROVIDED W/ SPEAKERS 10 LADDER HOOKS 2 T.6.0. T.G.G. "CRAWFORD" #5511 -50 (2 PER LADDER ), SEE NOTE I II SECURITY DOME w/ L.E.D. LIGHT I T. T.G.G. THE L..E.D. LIGHT IS BATTERY POWERED ( NO ELECTRICAL HOOK -UP REQUIRED.) 12 SECURITY CAMERA (FAUX) I T. T.G.G. WALL MOUNTED (NO ELECTRICAL HOOK -UP REQUIRED.) . 13 OPEN WIRE &RIP SHELVES 2 T. T.G.G. 45 "x I5 "x I' -O "H. SHELF UNIT, 5 SHELVES/ UNIT; SEE NOTE 8. 2 I l i o a J a R U UNISEX RESTROOM SIGNAGE PLAQUE TO E MOUNTED ON OUTSIDE OP RESTROOM DOOR (5' -o" To G/L) 8" c9 REST ROOM RAISED BRAILLE SYMBOLS SPELLING OUT 'RESTROOM' DOOR & HARDWARE NOTES 1. CLOSURES: FURNISHED AND INSTALLED BY TENANT'S GENERAL CONTRACTOR DOOR CLOSURES TO BE MOUNTED ON ROOM SIDE OF DOORS. DOOR CLOSURES TO HAVE A MAXIMUM OPENING FORGE of 5 LBS. (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE CLOSURE SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DE'RC-E5, THE DOOR SHALL TAKE~ AT LEAST 3 SECONDS TO MOVE TO A POINT 5" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 2. T.S.C. SHALL PROVIDE KIGKPLATES ON THE STOCKROOM SIDE OF THE EXTERIOR POOR. THE SALES/ STOCKROOM DOOR KICKPLATES SHALL SE ON THE PUSH SiPE OF THE POOR. 3. T.G.G. SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS ADAA& REQUIREMENTS. 4. ALL DOOR HINGES TO BE STEEL BALL BEARING, FULL MORTISE TYPE. 5. ALL METAL DOOR FRAMES TO BE PROVIDED WITH SILENCERS. 6. ALL INTERIOR DOORS TO BE PROVIDED WITH COMMERCIAL GRADE WALL OR FLOOR STOPS. I. T.G.G. TO SUBMIT TYPE- WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. 5. T.G.G. TO ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD OPERATING T.S.C. ORDER AND TO MEET CURRENT BUILDING GODES AND ADAA& REQUIREMENTS. GENERAL CONTRACTOR TO RESTORE DOOR AND HARDWARE TO "LIKE NEW" CONDITION. EX1=RIOR HINGES TO HAVE NON- REMOVEABLE PINS. 10. ALL RATED DOORS TO BE SUPPLIED WITH THRESHOLDS AND GASKE'T'S PER SPECIFICATIONS AND CODE. II. COORDINATE EXTERIOR DOOR DETAILS AND THRESHOLDS WITH LANDLORD. 12. AT ALL SWIN&ING DOORS, DOORS AND FRAMES TO MATCH IN COLOR UNLESS NOTED OTHERWISE. AT ALL. ROLLING GRILLES, GRILLE AND GRILLE GUIDE CHANNELS TO MATCH IN COLOR UNLESS NOTED OTHERWISE. LEXAN INSERTS ARE REQUIRED ON ALL ROLLING GRILLE DOORS, UNLESS OTHERWISE RESTRICTED BY THE LANDLORD OR GOVERNING JURISDICTION. 13. IF A BEST BRAND LOCK CYLINDER IS NOT PROVIDED WITH LANDLORD SUPPLIED DOORS, GRILLE OR SATE, THE TSC SHALL RE=PLACE THE LANDLORD PROVIDED LOCK CYLINDER WITH A BEST COMPATIBLE CYLINDER. ti 0 -2 EQ.. 2' -O" G. FIXTURE NOTES FIXTURE SHOWN FOR INTENT OP DE5I'N ONLY. T.G.G. TO COORDINATE WITH OWNER FOR EXACT PLACEMENT OF FIXTURES. A.D.A. CLEARANCES SHALL BE MAINTAINED. I. GASH WRAP - COORDINATE WITH ELECTRIC SUPPLY. SUPPLIER. TO SET AND INSTALL CASHWRAP. T.G.G. TO COORDINATE ELECTRIC WORK $ FIELD GUTTING (IF REQUIRED) WITH GASH WRAP SUPPLIERS. SEE GASH WRAP WIRING DIAGRAM ON El 2. FOR LOOSM FIXTURE DESIGNATIONS, SEE FIXTURE SCHEDULE. 5. SECURE ALL FI.I, 1.2 AND 1.3 PERIMETER WALL FIXTURES TO THE SLATWALL_ COORDINATE LOCATION WITH STORE DESIGN. 4. FIRE EXTINGUISHER LOCATION, RETAIL AREA - MOUNT AS DIRECTED BY FIRE MARSHAL. 5. T.G.G. TO SECURE A 12"X 15" X 5/4" SECTION OF F.R.T. PLYWOOD TO THE WALL BEHIND LOCKER, 6" DOWN FROM TOP OF LOCKER FOR ATTACHMENT TO WALL. ATTACH P.R.T. PLYWOOD TO METAL STUDS WITHIN WALL AT FOUR LOCATIONS, MINIMUM. ATTACH LOCKER TO BLOCKING W/ SCREWS AT FOUR LOCATIONS. 6. 12 "X 56 X 3/4" F.R.T. PLYWOOD ( S ) SHELF WITH SURFAcE MOUNTED SLOTTED WALL STANDARDS SHELF BRACKE=TS AND HOLD CLIPS SUPPLIED BY T.G.G., INSTALLED BY T.G.G. SOT. SHELF AT 4' -S" A.F.F. PAINT SHELF PT -2. 'T. MOUNT TWO HOOKS INTO F.R.T. BLOCKING AT 12" O.G. BOT. OP HOOKS AT 6' -O" A.P.F. THE ACTUAL MOUNTING LOCATION IN PLAN, HOOK MOUNTING HEIGHT AND CONFIGURATION SHALL SE COORDINATED WITH THE STORE MANAGER, PRIOR TO INSTALLATION BY S.G. COORDINATE INSTALLATION OP BLOCKING W/ LOCATION OP HOOKS. S. T.G.G. TO SECURE A 12 "X 45 "X 5/4" SECTION OF P.R.T. PLYWOOD TO THE WALL BEHIND EACH SHELF, 6" DOWN FROM THE TOP OF THE SHELF FOR ATTACHMENT TO WALL. ATTACH F.R.T. PLYWOOD TO METAL STUDS WITHIN WALL AT FOUR LOCATIONS, MINIMUM. ATTACH SHELF TO BLOGKIN6 W/ SCREWS AND BRACKETS AT FOUR LOCATIONS. I I /4" PLATE SLABS MIRROR PANEL. ATTACH USING 'J' CHANNEL ON TOP 4 BOTTOM 4 CLEAR GONT. BEAD OP SILICONE ALL 4 SIDES BRUSHED S/S PUSH PLATE (BoTN sloes) 6 "H. BRUSHED STAINLESS STEEL SASE PLATE - FASTENE; P TO POOR 4 "H. LETTERS (SLACK) ON PLASTIC 516N (WHITE) - (I) O ON GORRI DO SIDE ONLY BRUSHED ALUMINUM A.O.A. APPROVED DOOR HANDLE NEW HANDICAP ACCESSIBLE TOILET ROOM, FIXTURES AND ACCESSORIES. FIXTURE / FURNISHINGS SCHEDULE I MALL SLATWALL WALL SYSTEM. SEE INTERIOR ELEVATIONS. LINE OP SLOPED MIRRORS ABOVE. FREESTANDING (MOVEABLE) FLOOR FIXTURES AS SHOWN. ELECTRICAL. PANEL AND EQUIPMENT. see ELECTRICAL PLAN. TOP OP MALL ESGLATORS EXISTING MALL CONSTRUCTION ADJACENT TENANT LFI.O 60" X 60" CLEAR\ PLOOR SPACE AT TRANSACTI Jh COUNTER --�\ .- - (Lre.o) ®`LP 13.0) STOCK ROOM STRUCTURAL COLUMNS ( LF6.1) 4=9-1 LF4.0 LF4.0 LF6.O rr.: ft-EXPANSION -JOINT STRUCTURAL COLUMNS 7 r/ M 54" HIGH PULL -OUT H.C. ACCESSIBLE TRANSACTION COUNTER s� \ ( LF4.O � (LF4.0 ( LFS.o) (LFI4.0) PREESTANDINS (MOVEABLE) FLOOR FIXTURES IN SHOW WINDOW AS SHOWN. MALL FIXTURE / FURNISHINGS PLAN PAIR OF NEW 1/2" TEMPERED GLASS STOREFRONT DOORS LINE OP SLOPED MIRRORS ABOVE. LEASE -LINE SCALE: 1/4" = 1 SLATWALL WALL SYSTEM. SEE INTERIOR ELEVATIONS. ADJACENT NT LINE OF SLOPED MIRRORS ABOVE. FREESTANDING (MOVEABLE) FLOOR FIXTURES AS SHOWN. SLATWALL WALL SYSTEM. SEE INTERIOR ELEVATIONS. SRAPHIG DISPLAY FRAMES. SEE INTERIOR ELEVATIONS (STING NEUTRAL PIER 1)0B--6 ° DE COMPLIANCE APPROV aAti 2'\ nn City Of U(V4113 r+1?LDI , RECE °DEC CITY OF T UKWILA JAN 0 L u P�hlvti i C:telh I I R STORE NO. 6349 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. WI WI SG4LE: z 0 OAS) O 0 n DATE: November 21, 2001 SHEET: I/4" r= I' - 0" DRAWN BY • COVEY iROFF PROJECT No.: GLR -0l -052 roA i t a1 ID ro cc in N Ln co co { u N Z ro L u 0 0 oo at v rn s 0' A5 II of ITT SINGLE DOUBLE ABBR. DESCRIPTION -+ • RECTANGULAR DUCT 4 ? • ROUND DUCT 0 c • 45 DEG. TAP: USE AT BRANCH DUCTS ONLY + )71. G • DUCT SPLIT W /DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM 'S 7 ,\ r r . aq IPI f • CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH - 4 • 90 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES sPN -..L n +-- IIIIII --4 • FLEXIBLE DUCT CONNECTION FD FIRE DAMPER 3 7 , / r BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) NEW TO EXISTING CONNECTION • SPIN -IN FLEX DUCT TAKE -OFF W /DAMPER -- • ® SA SUPPLY AIR • Z EXH EXHAUST AiR • z RA RETURN AIR • IgN REL RELIEF AIR • oA OSA OU TSIDE AIR • TO X T THERMOSTAT X: UNIT OR ZONE NUMBER • TO X T THERMOSTAT W /SHERWOOD GUARD DUCTWORK SYMBOLS MECHANICAL PLAN LANDLORD NOTES 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND ESTABLISH A DISCREPANCY RESOLUTION PROCEDURE. 2. ALL WORK SHALL BE SCHEDULE WITH LANDLORD'S FIELD REPRESENTATIVE. 3. ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOIST, NOT FROM FLOOR BELOW OR ROOF DECK ABOVE. 4. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5' -0 ". 5. MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIR FLOW BACK TO LANDLORD AIR CONDITIONING UNIT. OUTSIDE AIR CALCULATION SALES: AREA = 1124 SF REQUIRED VENTILATION RATE = 0.30 CFM /SF CFM = 1124 SF x 0.30 CFM /SF CFM = 337 STOCK /BACK AREA: AREA = 161 SF REQUIRED VENTILATION RATE = 0.15 CFM /SF CFM -= 161 SF x 0.15 CFM /SF CFM = 24 RESTROOM: WATER CLOSET (WC): 1 REQUIRED VENTILATION RATE = 75 CFM /WC CFM= 1 WCx75CFM CFM = 75 TOTAL CFM REQUIRED = 436 TOTAL CFM PROVIDED = 4-40 (VIA MIN. S.A. SETTING OF VAV BOX) CALCULATED AS PER 2006 I.M.C. SECTION 403, TABLE 403.3. KEYED NOTES a 6' -0" LONG, 2 -SLOT LD-1. BALANCE TO CFM NOTED. O 24x24, 8 "93 NECK CD--1. BALANCE TO CFM NOTED. © 24x24, 22x22 NECK RG -1. NEW TEMPERATURE SENSOR. MOUNT AT 48" A.F.F. 0 NEW FAN POWERED VARIABLE AIR VOLUME BOX. FIELD VERIFY. DUCT SMOKE DETECTOR. 6 "93 TOILET EXHAUST DUCT TO CONNECT TO LANDLORD'S EXISTING 8' Q SCALE: 1/4" = 1'—O" TOILET EXHAUST AIR DUCT. FIELD VERIFY EXACT POINT OF CONNECTION. NEW 14 "9 SUPPLY AIR INLET DUCT TO CONNECT TO THE LANDLORD PROVIDED 16" SUPPLY AIR INLET. FIELD VERIFY EXACT POINT OF CONNECTION. LANDLORD'S EXISTING 16 "0 SUPPLY AIR INLET. FIELD VERIFY EXACT POINT OF CONNECTION. 10 6' -0" LONG, 2 -SLOT LG -1. SHALL BE USED FOR RETURN AIR. RECEIVED CITY OF TUKWIL JAN 0 3 ?000 PLhivil I cum i tR SEPARATE PERMIT AND APT-7.01/AL REQUIRED COPYRIGHT NOTICE These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. U I 6349 STORE NO. N 0 LAW ILI 0 F IA PROJECT No.: GLR -07 --052 (DM eaMa O it ember 21, 2001 SHEET: V W C M1 12 of 11 MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. "W,C. MOTOR BACKDRAFT DAMPER DRIVE HP V PH EF -1 TOILET ROOM BROAN 679 75 0.125 FRAC. 120 /1 YES DIRECT LINEAR GRILLE TITUS MLR -37 ALUMINUM 6' -0" - TYPE -2B FLANGE LINEAR SLOT NONE CD -1 MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE PLAQUE BORDER FRONT DAMPER LD-1 LINEAR DIFFUSER TITUS CFM+ 75 6' -0" Y T E- B FLANGE LINEAR SLOT NONE LG -1 LINEAR GRILLE TITUS MLR -37 ALUMINUM 6' -0" - TYPE -2B FLANGE LINEAR SLOT NONE CD -1 CEILING DIFFUSER TITUS DAT STEEL 24 "x24" 13 "x13" LAY -IN 3 -SLOT OPPOSED BLADE LAY -IN - NONE CALCULATED DESIGN HEATING LOAD MBH 0 CALCULATED DESIGN COOLING LOAD MBH 28.0 LANDLORD ALLOCATED AIR SUPPLY MBH 1460 CALCULATED AIR SUPPLY CFM 1100 MAKE -UP AIR SYSTEMS(S)(IF APPLICABLE) CFM N/A TOTAL AIR SUPPLY CFM 1100 TOILET EXHAUST CFM+ 75 SPECIAL EXHAUST CFM 0 TOTAL EXHAUST CFM+ 75 NEGATIVE /POSITIVE PRESSURE (AIR SUPPLY - EXHAUST) CFM+ 1025 CALCULATED LOSS IN DUCTWORK 0.15 CALCULATED S.P. LOSS IN DIFFUSERS AND DAMPERS ETC. 0.15 TOTAL EXTERNAL STATIC PRESSURE IN WATER COLUMN 0.3 PLUMBING (EXISTING) DOMESTIC H.W. HEATERS STORAGE GALLONS 6 NUMBER OF W.C. FIXTURE UNITS 2.0 F.U. NUMBER OF LAVATORY FIXTURES UNITS 0.5 F.U. NUMBER OF COMMERCIAL SINK FIXTURE UNITS 0 F.U. OTHER EQUIPMENT USAGE GPM 0 NEW FAN POWERED VARIABLE AIR VOLUME BOX VFR -EH -1418 14" 1100 440 440 1/2 208/1 208/1 5 MARK VAV -1 MANUFACTURER MODEL INLET SIZE ENVIRO -TEC PRIMARY CFM MAX. MIN. F AN CFM HP NOTES: 1. COORDINATE ALL NECESSARY CONTROLS WITH LANDLORDS REPRESENTATIVE. 2. VERIFY VOLTAGE/ PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT. v/o HEATER KW V/0 NEW EXHAUST FAN SCHEDULE REMARKS SEE NOTES BELOW NEW GRILLE, REGISTER, AND DIFFUSER SCHEDULE NOTES: 1. FIELD PAINT ALL DIFFUSERS AND GRILLES COLOR WHITE. 2. THE "DAT" CEILING DIFFUSER CAN BE SUBSTITUTED WITH AN "ONMI" MODEL IF THE "DAT" MODEL IS NOT AVAILABLE. ROOF (AREA IN SQ. FT.) 0 OUTSIDE WALL (AREA IN SQ. FT.) 0 GLASS SOLAR GLASS TRANSMISSION LIGHTING ( WATTS) 3253 x 3.412 PEOPLE ( #) 27 x 245 (ONE PERSON PER 50 SQ. FT. OF SALES AREA) OUTSIDE AIR (SAME AS FOR HEATING) (CFM) 0 EQUIPMENT OR OTHER SPECIAL LOADS AS APPLICABLE TOTAL SENSIBLE HEAT PEOPLE (27) x 205 OUTSIDE AIR LATENT HEAT OTHER SPECIAL LOADS AS APPLICABLE TOTAL LATENT HEAT GRAND TOTAL MEP LOAD DATE TABULATION SPACE # : 2150 NAME OF TENANT: CLAIRE'S GROSS LEASED AREA IN SQ. FT. TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING UNE STRAP FLEXIBLE DUCT MAX. 4' -0" LENGTH GYP BOARD CEILING -\ HEAT GAIN CALCULATION SQUARE SUPPLY AIR DIFFUSER DETAIL 1330 MECHANICAL 2" 05-L 0 0 • 0 • 0 11099 6615 • 0 4774 22488 • 5535 • 0 = 0 0 28023 ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP W/ TIGHTENING SCREW SECURE STRAP W/ SHEET METAL SCREWS 3 O.C. MAX. 24 "x24" " TITUS" TRM -RAPID MOUNT FRAME 24 "x24" "TITUS" MODEL # DAT, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3- LAY -IN DIFFUSER N.T.S. MECHANICAL GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLI- CABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRO- DUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. . PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT - PER DAMPERS, AIR EQUALIZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. DUCTWORK SHALL BE GALVANIZED SHEET METAL OF LOCK FORMING QUALITY. 24 GAUGE UP TO 30 ", 22 GAUGE - 30" AND OVER. ALTERNATE: STANDARD SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK. 24 GAUGE UP TO 36 "0, 22 GAUGE -36" TO 50 ". FIRST 15 FT. OF DUCT FROM EQUIPMENT SHALL BE LINED 1" HEAVY DENSITY ACOUSTICAL INSULATION. 7. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTER- NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L AND 90A LISTED, SHALL BE EQUIPPED WITH DAMPER - EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. . FLE IBL D CTWORK SHALL NOT XC ED F ET I L ' NGTH; ;ENDS SHALL NOT RESTRICT THE INSIDE CROSS - SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAI SUPPLY. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 10. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRI- THING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 11. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR LINES 1" AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1 -1/4" AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR LINES 1 -1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 12. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -O" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2006. 13. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF AN INDEPENDENT AIR /WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT /OWNER. 14. PROVIDE DUCT SMOKE DETECTORS IN SA DUCTS, TO OVER RIDE UNIT AND PROVIDE SHUTDOWN WHEN UPON DETECTION OF SMOKE. THE DUCT SMOKE DETECTOR SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM. THE ACTUATION OF THE SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ALL APPLICABLE BUILDING CODES, NFPA -90A AIR CONDITIONING AND VENTILATION, NFPA -91 BLOWER AND EXHAUST SYSTEM, ASHRAE GUIDE - EQUIPMENT, SYSTEM AND APPLICATIONS, SMACNA - LOW VELOCITY DUCT CONSTRUCTION AND NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDING. HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS WITH L.L.. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. COORDINATE WITH MALL REPRESENTATIVE FOR INTERLOCKING WIN MALL CONTROL SYSTEM (AS REQUIRED). 9. CONTRACTOR SHALL SUBMIT MANUFACTURER'S SHOP DRAWINGS ON ALL HVAC EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. 10. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 11. HANGERS -4" AND SMALLER GRINELL #115. 12. UPON COMPLETION OF WORK, MECHANICAL CONTRACTOR TO FIELD VERITY THAT BOTH HEATING AND COOLING CYCLES ARE FULLY FUNCTIONAL AND PROVIDE REPORT TO CLAIRE'S CONSTRUCTION MANAGER. 13. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS ABOVE CEILING. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED /HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. RECEIVED CITY OF TUKWILA JAN 03 2o5 BbhMI I C;bN I EH SEPARATE I'ER PITT AND APPROVAL REQUIRED COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as on "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ±)_ SCALE: DRAWN BY: PROJECT No.: 6349 EXPIRES Og , STORE NO. 0 0 0 1 0 t DATE: November 21, 2001 SHEET: 1 /4 " =1'- 0" STAFF GI-R-0/-052 Lel Lel ece (5 co O C .: o0 0 cri rrY r 3 I 8 I H 14 gg I co 5 d N 6 • .5 O 2 E D I= M2 13 of I FIXTURE SPECIFICATIONS FIXTURE CONNECTIONS FIXTURE UNITS MARK DESCRIPTION MANUFACTURER MODEL NUMBER FITTING ACCESSORIES/ REMARKS COLD WATER HOT WATER WASTE VENT QUANTITY FIXTURES WATER F.U. WASTE F.U. EACH TOTALEACH TOTAL HWC HANDICAPPED WATER CLOSET "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 FLUSH TANK 1.4 GPF VITREOUS CHINA, 17.25" HIGH ELONGATED BOWL, PROVIDE SOLID PLASTIC SEAT WITH OPEN FRONT AND COVER 1/2. - 4" 2" 1 2.0 2.0 6 6 LAV LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD" #0355.012 LUCERN "RELIANT" #2385.063 SINGLE LEVER FAUCET PROVIDE WITH "TRUEBRO" HANDI LAV- GUARD #102 P -TRAP AND WATER LINES INSULATION PER HANDICAP. REQMTS. AERATOR, CAST GRID STRAINER, 1 -1/4" 0.11 TAILPIECE, CHROME FINISH 1/2" 1/2" 2" 1-1/2" 1 0.5 0.5 1 1 FD FLOOR DRAIN "J.R. SMITH" #2005 -A _ ROUND TOP W/ TRAP PRIMER CONNECTION - 2" 1-1/2" 1 - -- 3 3 TP TRAP PRIMER "PPP INC." PRIME RITE PR -500 - - - PROVIDE W/ ACCESS PANEL AND SHUT -OFF VALVE 3/8" - - - 1 -. - - - WH INSTANTANEOUS WATER HEATER "CHRONOMITE" #SR -20L 4160 W ELEMENT A T 33'F RISE FOR 0.5 GPM 208V/ 1 PASE 3/4" 3/4" - - 1 - - -- - NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. TOTALS 2.5 10 DUAL OUTLET ANGLE STOP CHROME WALLCOVER AND SCREW. 1/8" C.I. BEND LAV 1/2" WH WALL MOUNTED LAVATORY (LAV) 3/4" CHICAGO 442 -LK ANGLE STOP WITH LOCKSHIELD CAP. [j_Ttuiiil7J_1XIAi({((1 t IU]iliii}[1Ifii�t P 'it. . � �• • 0,-1/2" . -1 / 2" 3/4" i HWC WALL HOT & COLD WATER SCHEMATIC 1 it _ MEM ‘ 11.1111_ WATER HEATER DETAIL MAY EXTEND AS A WASTE OR VENT NO HUB COUPLING FLOOR LINE . +_. .•.�� •�•I . I� 711 I'. FLOOR DRAIN TRAP PRIMER IN 12x12 ACCESS PANEL. 7 3/4" CW FEED FROM ABOVE CEILING ARTITION STOP (TYP.) PLUGGED TEE W /CLEANOUT BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WALL CLEANOUT DETAIL N.T.S. S.O.V. REDUCED PRESSURE BACKFLOW PREVENTOR . WITH AIR GAP FITTING. WATER METER REMOTE READER. N.T.S N.T.S. WATER METER WITH REMOTE READER 2 1 - 1/2 " I 1 -1/2`I WASTE AND VENT SCHEMATIC 1. PLUMBING FIXTURE SCHEDULE 2" VENT LINE. CONNECT TO EXISTING LANDLORD PROVIDED 3" VENT STUB -OUT. FIELD VERIFY EXACT POINT OF CONNECTION. N.T.S. LANDLORD NOTES PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SiTE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. 2. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. . TENNANT'S CONTRACTOR IS TO VERIFY POINTS OF CONNECTION OF ALL VENT, SEWER & WATER LINES WITH MALL MANAGEMENT BEFORE PROCEEDING WITH WORK. TENNANTS IS RESPONSIBLE FOR EXTENDING LINES FROM POINT OF EXISTING CONNECTIONS TO TENNANT SPACE AT TENNANT'S EXPENSE. 4. INSTALL FLOOR OR WALL CLEANOUTS AT END OF SANITARY PIPING, AT EVERY 50 FEET, AND ANY CHANGE OF DIRECTION OF 45 DRGREES OR MORE. 5. INSTALL FLOOR DRAINS WITH TRAP PRIMERS IN ALL RESTROOMS. 6. INSTALL SHUT -OFF VALVES AT ALL PLUMBING FIXTURES. 7. INSTALL HAMMER ARRESTORS AT ALL PLUMBING FIXTURES. 4" WASTE LINE TO EXTEND & CONNECT TO EXISTING WASTE LINE PROVIDED BY LANDLORD. FIELD VERIFY EXACT POINT OF CONNECTION. 3/4" SECONDARY CONDENSATE DRAIN LINE DOWN THROUGH CEILING 1" TO DISCHARGE OVER LAVATORY. PROVIDE WITH ESCUTCHEON PLATE TO MATCH CEILING. S. O. V REDUCED PRESSURE BACKFLOW PLUMBING FLOOR PLAN D,Nio1/2- 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTIST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SiTE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE " L " HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K: SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT & COLD WATER LINES WITH 1/2" GLASS FIBER WITH NON - COMBUSTIBLE UL RATED VAPOR BARRIER JACKET. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. DESCRIPTION SOIL WASTE LINE (W) VENT LINE (V) COLD WATER (C.W.) HOT WATER (H.W.) HOT WATER RETURN GAS LINE TEMPERED WATER DRAIN LINE BUILDING SEWER FLOOR DRAIN (F.D.) FLOOR SINK (F.S.) ROOF DRAIN (R.D.) OVER FLOW DRAIN WALL CLEANOUT POINT OF CONNECTION SYMBOL -0-4- 1 0 S.C.O. 0 F.C.O. - 151 - -R.D.L.- - O.D.L.- -CD- -ICW- SYMBOL - TW- D - 1� 0 -I wco NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY 3/4" CW LINE TO EXTEND & CONNECT TO EXISTING 3/4" CW STUB -OUT PROVIDED BY LANDLORD. FIELD VERIFY EXACT POINT OF CONNECTION. WATER METER WITH REMOTE READER / / WATER METER REMOTE READER. MOUNT @ 48" A.F.F. 1 /4 " =1' -0" PLUMBING GENERAL NOTES PLUMBING SYMBOL LIST DESCRIPTION SHUT OFF VALVE (GATE) CHECK VALVE UNION LUBRICATED PLUG VALVE HOSE BIBB (H.B.) BRANCH RISE OFF MAIN SURFACE CLEANOUT FLOOR CLEANOUT GLOBE VALVE BALL VALVE . ROOF DRAIN LEADER OVERFLOW DRAIN LEADER CONDENSATE DRAIN LINE INDUSTRIAL COLD WATER RECEIVED CITY OF TUKWILA JAN 0 8 27,08 Plr�civII I ULI'1 I ER COPYRIGHT NQTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: DRAWN BY: PROJECT No.: STORE NO. 6349 0 mu a 0 O 1 / " = 1' - STAFF GL-R-01-052 m 0 >t O 1 i <r DAB November 21, 2001 SHEET: I o ce N roo 8 � u1 .21 C o a u o a vit M 8 -1- P1 14 of' 11 64. TO COORDINATE CONDUIT STUB -INS FOR CASH/WRAP WITH VENDOR SHOP DRAWINGS TO ENSURE ACCURATE AND GLEAN INSTALLATION IS ACCOMPLISHED. STUB -UPS ARE TO BE LOCATED MERE THE ACCESS PANEL IS PROVIDED IN THE GASH / WRAP BASE. SEE OWNER'S SHOF DRAWINGS OF THE GASH / WRAP UNIT FOR FURTHER INFO. KEYED POWER PLAN NOTES (CONY.) ELECTRICAL POWER PLAN FOURPLEX OUTLET MOUNTED AT +54" A.F.F. ON OR NEAR T.T.B. FOR TELEPHONE PHONE SYSTEM, ALARM, OR OTHER RELATED EQUIPMENT. 64. TO INSTALL PLENUM RAMP WIRE PROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZIN6 THE LANDLORD SUPPLIED CABLE TRAY AND EXTEND TO T.T.B. CLAMP TO BOARD AND PROVIDE NYLON BUSHING AT END. ANY CORRIDOR WALL PENETRATIONS WILL MEW TO BE FIRE , CAULKED AS REQUIRED. FOURPLEX OUTLET MTD AT 72" A.F.P. FOR STEREO SYSTEM POWER. WHITE W/ WHITE COVER PLATE. ELECTRICAL BOX AT 72" A.F.F. W/ 5/4" CONDUIT TO STUB -UP IN REAR OF SALES AREA AT 12" ABOVE GEILIN&. PROVIDE NYLON BUSHING AT STUB -UP END. FOR STEREO SPEAKER WIRES. (WIRES BY OTHERS) NEW VAV BOX (VAV -I), I /2HP, 271/, IPH. W1 EON HEAT. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. DUCT SMOKE DETECTOR. INTERLOCK WITH HVAG UNIT TO PROVIDE SYSTEM SHUT -DOWN IF SMOKE IS DETECTED. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. 0 0 0 0 0 0 7 S 0 IO I I I2 13 KEYED POWER PLAN NOTES SCALE: I/4" = II -Ou J-EOX FOR ILLUMINATED STOREFRONT SIGN. VERIFY EXACT LOG. W/ SIGN CONTRACTOR. PROVIDE DISCONNECT MEANS AS REQUIRED BY THE N.E.G. DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +15" A.P.P. (WHITE W/ WHITE DOVER PLATE) DUPLEX GONVLNIENGI= OUTLET MOUNTED IN SOFFIT PER N.E.G. *IO -62 (WHITE W/ WHITE COVER PALTE) NOT USED DEDICATED POURPLEX CONVENIENCE OUTLET W/ ISOLATED &ROUND MOUNTED IN GASH/ WRAP COUNTER. NOTE: THE GASH - WRAP COMES PRE -WIRED FROM THE FACTORY. THE G. NEEDS TO MAKE THE FINAL CONNECTION AT THE FRE- DETERMINED LOCATION IN THE BASE OF THE CABINET. REFER TO SHOP DRAWINGS AS REQUIRED. PHONE / COMPUTER JACK IN GASH / WRAP. TELGO TO MAKE FINAL CONNECTIONS S.C. TO PROVIDE CONDUIT W/ PULLSTRIN&. b.F.I. CONVENIENCE OUTLET MOUNTI =D IN WALL. NEAR SINK AT + 40" AT TOILET ROOM. J-BOX FOR COMPLETE CONNECTION OP WATER HEATER. VERIFY EXACT LOCATION WITH PLUMBING TRADE. J -BOX ABOVE CEILING FOR GASH / WRAP POWER CONNECTIONS. HOMERUN FROM HERE BACK TO ELECTRICAL PANEL. RUN ELECTRICAL, PHONES $ DATA IN 3/4" RI6112 CONDUITS TO GASH/ WRAP. RUN UNDER SLAB d STUB -UPS AT GASH/ WRAP COUNTER BELOW PROVIDED ACCESS PANEL IN GASH / WRAP BASE. VERIFY METHOD OF SLAB PENETRATION (USUALLY GORING OR SAWGUTTING) COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCE THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALL REGULATIONS. WHATEVER METHOD IS USED RUN EMT TO NEAREST ADJACENT WALL OR COLUMN ENCLOSURE. 5/4" CONDUITS TO T.T.B. FOR GASH / WRAP TEL / DATA CONNECTIONS. PROVIDE PULL BOX AT THIS LOCATION IF NECESSARY. NEW ELECTRICAL EQUIPMENT ASSEMBLY (IFS SWITCHBOARD) CONSISTING OF PANEL 'A'. TRANSFORMER. PANEL 'B'. RELAYS AND TIME SWITCH / LIGHITN6 CONTROL WITH BYPASS SWITCH. REFER TO ELECTRICAL ONE LINE DIAARAM ON SHEET 'E3'. NEW 24" W. X 48" H. X 5/4 ". UNPAINTED PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B,) MOUNT TO WALL A T 4 CORNERS W/ SCREWS AND WASHERS. MOUNT TOP AT 7' -0" A.P.P. OR PER OWNER'S SPECS. P0g04) RECEIVED CITY OF TUKAILA JAN 0 3 2:03 �1=1�w11 t (.;LN tR SEPARATE I'r AND : - - . LP FE3 STORE NO. 6349 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. err Id a O F_ 0 a �w U iNcl IX mLN 2 >n M I- a trio O 116 PROJECT No.: CLR -07 -052 DATE November 21, 2007 SHEET: Lu iTTTTTT I Lu E1 15 Of 11 ELECTRICAL POWER PLAN A.D.A. NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL. HAVE OPERABLE PARTS OP THE CONTROLS LOCATED NO NIGHER THAN 46" AND NO LOWER THAN IS" ABOVE THE FLOOR. IF THE REACH 15 OVER AN OBSTRUCTION BETWEEN 20° AND 2S IN DEPTH, THE MAXIMUM •EI6HT IS REDUCED TO 44" POR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED tie OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 2S" FROM THE WALL BENEATH A CONTROL. a SCALE: 1/4" a I' -0" KEYED NOTES EXIT LIGHT WITH SELF- CONTAiNED SATTSRY BACK -UP. CONNECT TO UNSWITGHED CIRCUIT. EMER6ENGY LIGHT WITH SELF- CONTAINED BATTERY BACK -UP, CONNECT TO UNSWITGHED CIRCUIT. (TYPICAL) NI61-ITLI6HT (NI.). CONN!GT TO UNSWITCHED CIRCUIT. (TYPICAL) 2 -6AN6 J-BOX IN CEILING FOR RECESSED STEREO SPEAKER $ PULL SPEAKER WIRE JJNGTION PROVIDE 1/2" EMT CONDUIT WITH EACH SPEAKER LOCATION. (TYP. 2 PER STORE. ,A J-BOX FOR COMPLETE CONNECTION OP GALL- FOR -AID SYSTEM IN HANDICAPPED TOILET ROOM. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT WITH PULLWIRE. VERIFY EXACT ROUTINE PRIOR TO ROUGH -IN. • 1703 N-601/2- RECEIVED CITY OF TUKWILA ¢'�E1MIf ER . COPYRIGHT NOTICE' These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. El al U a 0 a 0 a a. 4 82 WN arty$ STORE NO. 6349 2 0 0 9 0 Ofrdrii 0 i BATE. November 21, 2001 SHEET: E u I E2 16 of 17 PANELBOARD SCHEDULE B 10.000 A.I.C. BREAKER MINIMUM LAMPS 120 / 208 VOLTS 3 PHASE I 4 WIRE FS MOUNTED MCB MAINS BOLT - ON TYPE NOTE -WIRE SIZE � USEAND/ ORAREA SERVED C / B C LOADS CKT C / B USE AND / ORAREA SERVED WIRE SIZE NOTE NO � 'A Ph 8 Ph C NO 1 12 LIGHTS - STOCKROO WTOILET 20/1 fl P 20/1 SIGNAGE 12 1 6 EM 1,2,6 12 LIGHTS - SALES (REC. DOWNUGHT) 20/1 WALL MTV. 'BUG EYE" TYPE EMERGENCY LIGHT W/ BATTERY BACK -UP - STOCK ROOM. ARCHITECT /OWNER SELECTED, INSTALLED BY E.G. INCLUDED EXC 20/1 ? - STOREFRONT 12 1,2,5 EXM " 1,2,6 12 LIGHTS - SALES (REC. DOWNLIGHT) 20/1 "SROAN" #661 COMBO CEILING LIGHT FIXTURE / EXHAUST PAN i � SPACE s 20/1 - CEPTS - STEREO . 12 , .:..:M.........� e ° QUAM" #SGIOFEGO RECESSED, CEILING MTP. 8" COAXIAL FOREGROUND MUSIC LOUDSPEAKER WA 1,2,6 12 LIGHTS - SALES (WALL WASH) 20/1 = 6 SPACE 20/1 RECEPTS - CASH REGISTER 12 360 2 3 1,2,6 12 LIGHTS - SALES (WALL WASH) 20/1 = 11 ' ] 360 SPACE 20/1 RECEPTS - CASH REGISTER 12 3 20/1 1,3 12 LIGHTS - SALES (NL/E.M/EXIT) ....:: 20/1 275 20/1 RECEPTS - SALES ii 540 20/1 SPARE „ . ... . SPARE 20/1 =' -= 1 12 2011 RECEPTS - SALES 12 SPARE 20/1 ® 7 40 20/1 RECEPTS - SHOW WINDOW 12 16 SPARE 20/1 20/1 RECEPTS - SHOW WINDOW 12 1 00 SPACE 0 r 20/1 RECEPTS - SHOW WINDOW 12 I� 1600 i SPACE Eli 20/1 RECEPTS - T.T.B. 12 30 0 9 SPACE ® 09 24 20/1 DUCT SMOKE DETECTOR 12 3 200 SPACE 25 0 20/1 RECEPTS - STOCKRMITOILET 12 54D 26 SPACE 27 0 2012 WATER HEATER 12 4 2080 28 SPACE 0 .. .. .. ,. 20$0 SPACE 32 2011 SPARE 0 SPACE Q 20/1 SPARE 0 SPACE Q j 0 • 20/1 SPARE 0 SPACE Q j l . SPACE i 3 12 T.C. 20/1 = Q I .,,. - -:. SPACE 41 3 12 PRC-15 CONTROL PANEL 20/1 � '' 1 '= SPACE w.�:. .:.�::: - : =�_ - � ,.:.,.Yy.:..:.,. AMPS _. � ��.>� �;: TOTAL LOAD PER PHASE: --- - � _ z•0 .,�. .,e...•.:. _ _.._. --r-- _ ' $ ....A I._. 0 V °: _, ...5" MARK SYMBOL MFG!. 1 DESCRIPTION LAMPS A 0 "AMERLUX' PENDALITE SERIES #VLPL1OE/H RECESSED METAL HALIDE DOWNLIGHT (I) MGHIG1OIUI /9K G = = = "MERCURY' #P2328I 12 -LAMP SURFACE STD. FLUORESGENT STRIP LIGHT (2) F32T8/`135 H h= —. ; = "MERCURY' #STA6232 GAM *Iq5 2 -LAMP SURFACE MTD. STAGGERED FLUORESCENT STRIP MTD. INSIDE MIRRIOR SOFFIT PER PLAN. (2) F32T8 Al COLORED SEEVE I°ER PLAN M O "AMERLUX' *SVAWDIOEH RECESSED METAL HALIDE (I) MGHC10N/M/3K N NO 1" "AMERLUX' GAVALLT•TO SERIES *ERA -OM/W RECESSED METAL HALIDE WALL WASHER AIMING: I5 TO CEILING. SEE REFLECTED CEILING PLAN (I) MGHC70N/M/3K fl P "AMERLUX" TRACK FIXTURE (MURRO) ON GONTEGH I CIRCUIT TRACK (2) MHCION/M/SK (PHILLIPS) in 6 EM 0 "RDO' #RDOISE RECESSED EMERGENCY LIGHT W/ BATTERY BACK -UP. (I) 11 PARES EM1 WALL MTV. 'BUG EYE" TYPE EMERGENCY LIGHT W/ BATTERY BACK -UP - STOCK ROOM. ARCHITECT /OWNER SELECTED, INSTALLED BY E.G. INCLUDED EXC -w " ASTRALITE; #L°LGIRWGEM GLG. MTD. EDGE -LIT cLEAR PANEL. ILLUMINATED EXIT SIGN W/ RECESSED HOUSING INCLUDED EXM " ASTRALITE JRWEM SURFACE M112. COMBO LED EXIT SIGN / EMERGENCY LIGHT / BATTERY SAGO -UP INCLUDED ffl 6228 "SROAN" #661 COMBO CEILING LIGHT FIXTURE / EXHAUST PAN (I) PANASONIC #EPAI4 SPACE � IL --III 5 SP e ° QUAM" #SGIOFEGO RECESSED, CEILING MTP. 8" COAXIAL FOREGROUND MUSIC LOUDSPEAKER WA PANELBOARD SCHEDULE A 14. 000 A.I.C. BREAKER MINIMUM 277 / 480 VOLTS I 3 PHASE I 4 WIRE IFS MOUNTED 100A MCB MAINS I BOLT - ON TYPE NOTE WIRE SIZE USE AND / OR AREA SERVED C / B C LOADS CKT C / B USE AND / OR AREA SERVED wIRE SIZE NOTE INFO - A Ph B I Ph C NO 12 NEW VAV -1 20/1 11 5013 30 KVA TRANSFORMER 6 • 2 SPACE 3 / I \ 0 `4 I R. " IV 6228 SPACE 5 0 J .• ,• .1 6478 6 SPACE U 2 SPARE $ SPACE 3 20/1 SPARE SPACE ii 0 20/1 SPARE 1 12 TOTAL LOAD PER PHASE GENERAL NOTES CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE 15 TO PERFORM HiS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. INFORMATION SHOWN ON PLANS AS EXISTING SHALL 5E FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2002 (OR LATEST ADOPTED) NATIONAL ELECTRICAL CODES AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELEGTRIGAL REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLU- PIN6 BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER or ANY DISCREPANCY PRIOR TO ROUGH -IN AND WIRING OF EQUIPMENT. ALL WIRING SHALL BE COPPER, THHN/THWN OR XHHW INSULATED IN CONDUIT. MINIMUM CONDUIT SIZE TO BE I/2 ". PROVIDE INSULATED COPPER BOND WIRE ON ALL RACEWAYS SIZED PER N.E.G. ART 250. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OP LISHTIN6 FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING HARDWARE TO ACCOMODATE LIGHT FIXTURES USED. PROVIDE SLOPE GEILINS ADAPTERS WHERE REQUIRED. ADDITIONAL EXIT 5I &NS AND EMERGENCY LI6HTIN6 MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL SE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. DUPLEX RECEPTACLES MOUNTED WITHIN b FEET OF SINK OR LAVATORY SHALL BE SPG I . A.D.A. NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH 15 OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT 15 REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. IFS PANELBOARD ELEVATION SECTION NUMBER SECTION WIDTH SHIPPING SECTIONS TOP CONDUIT O'ENIN65 MOP RONT ELEVATION WOO (TYPE 5.00 –1 r 9 A II B TIME CLOCK D © 0 IC G7 © CI CI G7 © CID T —I 50 KVA CID= CI© ©=I=1 _ = E E= CI 36.00 96.00 12.00 EL SYMBOL LiST ( NOT ALL SY SHOWN MAY BE USED) DUPLEX CONVENIENCE OUTLET +I8" A.P.F. U.N.O. DUPLEX CONVENIENCE OUTLET, SPLiT WIRED, +18" • Ar.F. U.N.O. C� DUPLEX CONVENIENCE OUTLET cio +42" Arr. U.N.O. n ■1 FOURPLEX RECEPTACLE Q FLOOR OUTLET SPEGIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT Q JUNCTION BOX, IN ACCESSIBLE LOCATION .JUNCTION BOX iN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE OUTLET (WITH 5/4" G. STUBBED ABOVE GEILIN6 U.N.0) ! +18" A.F.F. ▪ TELEPHONE OUTLET, FLOOR MOUNTED (STUB 5/4" E.C. ABOVE ACCESSIBLE CEILING 0 DATA OUTLET AT +18" OR AS NOTED. STUB 3/4" E.G. INTO ACCESSIBLE CEILING SPADE. INDICATES CIRCUIT IN CONDUIT CONGEALED IN WALL OR CEILING SPADE INDICATES HONERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. NO HASH MARKS INDICATES 2 #12 MG, I *12 BOND, 1/2" CONDUIT Li* PANEL80ARD DISCONNECT SWITCH - SIZE AND FUSES PER MANUFACTURER'S !RECOMMENDATIONS (HEATHER- PROOF INHERE OUTSIDE). ( 3 THERMOSTAT OUTLET, +45" A.F.F. WITH 46 BOX AND PLASTER RING. /0/ MOTOR - SIZE AS INDICATED IN DRAWINGS SINGLE POLE SWITCH H.P. RATED MANUAL MOTOR STARTER WITH THERMAL S OVERLOAD PROTECTION. (W1rATHERPROOP INHERE OUTSIDE) V SMOKE DETECTOR (MATCH EXISTING) DUCT SMOKE DETECTOR (MATCH EXISTING) Qsi A.F.P. AD.A. C. cis E.G. EDP. TIMECLOCK "INTERMATIC, T74015. ABOVE FINISHED FLOOR AMERICAN WITH DISABILITIES ACT CONDUIT CIRCUIT BREAKER EMPTY CONDUIT WITH PULL CORD. ELECTRICAL DRINKING. FOUNTAIN (VERIFY ROUGH -IN REQUIREMENTS) EF EXHAUST PAN F.5.0. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL GONTRAGTOR GPI GROUND FAULT INTERRUPTER GPGI GROUND FAULT CIRCUIT- INTERRUPTER GNP GROUND ISO ISOLATED 16 ISOLATED GROUND NL NIGHT LIGHT REC. RECEPTACLE 5.5.5. SERVICE ENTRANCE SECTION T.M.B. TELEPHONE MOUNTING BOARD. 41 /4"D PLYWOOD WITH *6 CU. GROUND WIRE TO APPROVED GROUND. T.T.G. TELEPHONE TERMINAL CABINET. 50 "Wx36 "Hx6 "12 lb G.A. WEATHERPROOF !/ M HINGED LOCKABLE DOVER 5/5" PLYWOOD BACKBOARD, PROVIDE A *6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. U.N.O. UNLESS NOTED OTHERWISE U/C UNDER COUNTER WH WATER HEATER WP WEATHERPROOF (RAINTI644T) XPMR TRANSFORMER NOTES: I. MINIMUM BUILDING WIRE SIZE SHALL SE #I2 AWG. 2. NO SX, AG OR ROMEX TYPE WIRING ALLOWED. 3. NO ATTACHEME:NT OR SUPPORT FROM ANY ROOF DECK 15 ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR .iOIST OR BEAMS ONLY. ALL CABLING SHALL BE PLENUM RATED. ALL TENANTS SERVED 4. BY LANDLORD'S AIR CONDITIONING UNITS HAVE PLENUM RETURNS. INSTALL A COMPLETE TYPE WRITTEN IDENTIFICATION 5. DIRECTORY CARD FOR ALL BRANCH CIRCUITS IN THE ELECTRICAL PANEL POOR. PANEL SCHEDULES PANELBOARD SCHEDULE NOTES: 1 - CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125 %. 2 - SMART BREAKER 3 - CIRCUIT BREAKER WITH LOCK -ON DEVICE. 4 - CIRCUIT BREAKER CAPABLE OF BEING LOCK IN THE OPEN POSITION 5 THRU TIMECLOCK CONTROL ZONE A 6 - THRU TIMECLOCKCONTROL ZONE B. 7 NON- COINCIDENTAL LOAD (LARGEST OF CLG /HTG LOAD USED.) LOAD SUMMARY LIGHTS at 125% SIGN at 125% OUTLETS, MISC. POWER at 100% WATER HEATER at 100% HVAC: NEW VAV BOX at 100% LARGEST MOTOR at 25% DUCT SMOKE DETECTOR TOTAL DEMAND LOAD TOTAL AMPS AT 480V, 3Ph, 4W 1500 8200 4160 200 VA VA VA VA VA VA VA NOTES: I. ELECTRICAL CONTRACTOR SHALL UTILIZE LANDLORD PROVIDED FUSEDDISGONNEGT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. 2. LANDLORD PROVIDED MAiN DISCONNECT MEANS FOR TENANT IN A ANDLORD ELECTRICAL ROOM AS WELL AS CONDUIT AND CONDUCTORS (FIELDER) FROM THE MAIN DISCONNECT MEANS TO A LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE.IF NEEDED TO ACCOMODATE TENANT CONSTRUCTION, THE TENANT SHALL RELOCATE THE LANDLORD PROVIDED DISCONNECT SWITCH AND ASSOCIATED FEEDER. TENANT SHALL FURNISH AND INSTALL CONDUIT AND CONDUCTORS FROM FUSED DISCONNECT SWITCH TO TENANT'S MAIN FUSED DISCONNECT SWITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANELBOARD. 3. LANDLORD PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORD'S ELECTRICAL ROOM. THE LANDLORD OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. 4. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD ON WHITE ETCHED LETTERS. THE MINIMUM SIZE SHALL BE I" WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. 5. LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM .JUNCTION BOX INSIDE THE DEMISED PREMISES POR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVE JURISDICTION. TENANT SHALL CONTRACT WITH LANDLORD'S DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT TENANT'S EXPENSE. TENAT SHALL USE ONLY LANLORD'S DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM LIGHT FIXTURE SCHEDULE SINGLE LINE DIAGRAM 05.011-• LL. SPACE TEANT'S SPACE NEW CUTLER- HAMMER POW -R -LINE INTEGRATED FACILITIES SYSTEM (IFS) SWITCHBOARD, SEE: ELEVATION THIS SHEET. SINGLE LiNE DIAGRAM GENERAL NOTES: I. THE DISTRIBUTION SWITCHBOARD IS SUPPLIED BY THE OWNER AND INSTALLED BY THE EG 2. INFORMATION REGARDING THIS EQUIPMENT MAY BE OBTAINED PROM BEN FACTOR AT AR CONTROLS / WESCO 6 I- 6OO -411-1 3. ALL PANELBOARDS AND TRANSFORMERS WILL BE FACTORY INSTALLED AND GABLED NITH NEC SIZED CONDUCTORS. SEE THE ONE -LINE DIAGRAM FOR DETAILS. THE CONTRACTOR WILL BE REQUIRED TO MAKE ALL FINAL TERMINATIONS. 4. THE TIME CLOCK IS FACTORY INSTALLED i WIRED TO THE APPROPRIATE LIGHTING ZONE. THE EG IS RESPONSIBLE FOR ALL PROGRAMMING OF THE TIME GLOGK. 5. THE IFS SWITCHBOARD WILL BE PALLETIZED AND SHIPPED IN AN ENCLOSED SEMI- TRAILER. JIVERS APPLICABLE, THE CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND INSTALLATION. 6. A 24 -HOUR NOTICE WILL BE GIVEN PRIOR TO DELIVERY. - 7. THE ELECTRICAL CONTRACTOR SHALL COMPLETE THE INITIAL TIMEGLOGK SET -UP, PRIOR TO LEAVING THE .JOB; COORDINATE HOURS OF OPERATION, INCLUDING SEASONAL TIME CHANGES AND HOLIDAY SCHEDULES, WITH THE TENANT'S STORE MANAGER AND /OR DISTRICT SALES MANAGER. TIMECLOCK 15 INTERMATIC #ET- 102156 AND IS EQUIPPED WITH ANNUNCIATION AND OVERRIDES CAPABILITIES. SHIPPING WEIGHTS: 48OV iPS PANEL W/ 15 KVA TRANSFORMER = 560 LBS. SHIPPING WEIGHTS: 460V IFS PANEL. W/ 50 KVA TRANSFORMER = 820 LBS. SHIPPING WEIGHTS: 480V IFS PANEL W/ 4S KVA TRANSFORMER = 1200 LBS. q. NOTIFY ENGINEERS AND CALIRE'S G.M. OF ANY DEVIATION FROM PLANS. EXIST. LANDLORD'S DISTRIBUTION SECTION "WISP 2F" 1600A, 480 /21W, SPH, 4P4 EXIST. 200A, SP, MCB. II. ALL WORK INSIDE THE SPACE SHALL COMPLY WITH THE LANDLORD'S PUBLISHED SPECIFICATIONS. ELECTRICAL COTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A COPY OF THE LANDLORD'S SPECIFICATIONS FROM THE LANDLORD'S TENANT :COORDINATOR, OR OTHER AUTHORIZED LANDLORD REPRESENTATIVE. 30A/3P r r L A ) 100A/SP 8 51 1 100A/3P 2O /I I L I L __ TIME CLOCK d'-- FACTORY INSTALLED-- - WIRING SIZED PER N.E.G. L PRI SEC J SO KVA XFHR PRI: 450V 3PH, 3104. SEC: I20 /2O8V, 3PH, 41A1 #5 CU. GRP. TO BLDG. STEEL IO.INTIEGRATED FACILITY SYSTEMS (IFS) PANEL TO BE PROVIDED BY W.R. CONTROLS / WESGO. THIS ITEM IS PROVIDED BY THE TENANT AND INSTALLED BY THE GG'S ELECTRICAL CONTRACTOR. THE &G'S EI.ETRIGAL CONTRACTOR 15 TO CONTACT MR. BEN FACTOR AT (800) 4I1 -1545 TO COORDINATE DELIVERY. ADDITIONAL INFORMATION ABOUT THE IPS CAN BE FOUND AT WWW,WESGODIST.GOM. SEPARATE PERMIT AND RY VZre: - 4-5 -05 REUSE EXIST. METER AS PER PER POWER GO. AND L.L. REQUIREMENTS 46— 4 *3 /0 CU. (XHHY), I *6 CU., IN EXIST. 2" G. EXTEND WIRES AND CONDUIT AS REQUIRED (PROVIDES NEW IF NOT FOUND EXIST) RECEI \JED CITY OF TUKAI LA JANO3 f'LI I IVII I ULN I ER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: DRAWN BY: PROJECT No.: 6349 STORE NO. N z 0 NONE STAFF GLR -01• -052 m►w DAB: November 21, 2001 SHEET: 0 E co 0 a u u `R E3 I of I'