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Permit D07-447 - WESTFIELD SOUTHCENTER MALL - FOREVER 21 - TENANT IMPROVEMENT
FOREVER 21 836 SOUTHCENTER MALL D07 -447 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING OFFICIAL CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -447 Occupant/Tenant: FOREVER 21 Building Address: 836 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 608 /0 - 2- 2- - C DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityf Tukwila Parcel No.: 6364200010 Address: 836 SOUTHCENTER MALL TUICW Suite No: Tenant: Name: FOREVER 21 Address: 836 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: JAMES MATTHEWS, EXPRESS PERMITS Address: 1327 POST AV, STE H , TORRANCE CA 90501 Phone: 310 328 -6300 Contractor: Name: j R LENNEN CONSTRUCTION Address: 1136 W FREMONT ST , STOCKTON CA 95203 Phone: Contractor License No: JRLENC*9901Z DESCRIPTION OF WORK: TENANT IMPROVEMENT: NEW 26631 SF RETAIL STORE Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Value of Construction: $860,000.00 Fees Collected: $10,116.33 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 -447 Issue Date: 03/04/2008 Permit Expires On: 08/31/2008 Expiration Date: 02/06/2009 doc: IBC-10 /06 D07 -447 Printed: 03 -04 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o.,'Tukwila Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 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 and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this construction or th Signature: Print Name: does n • • y of wo Permit Number: D07 - 447 Issue Date: 03/04/2008 Permit Expires On: 08/31/2008 Date: o give authority to violate or cancel the provisions of any other state or local laws regulating ign and obtain this development pe t. Date: L L i — 0 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. doc: IBC D07 -447 Printed: 03 -04 -2008 City of Tukwila Parcel No.: 6364200010 Address: 836 SOUTHCENTER MALL TUKW Suite No: Tenant: FOREVER 21 1: ** *BUILDING DEPARTMENT CONDITIONS * ** , Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 447 Status: ISSUED Applied Date: 12/06/2007 Issue Date: 03/04/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and doc: Cond -10/06 D07 -447 Printed: 03 -04 -2008 calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: Egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) doc: Cond -10/06 D07 -447 Printed: 03 -04 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: 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) 43: Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by a City approved U.L. central station. (City Ordinance #2051) 44: 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) 45: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: 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) 48: The maximum flame spread class of fmish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -447 Printed: 03 -04 -2008 Signature: Print Name: 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 giv ority to violate or cancel the provision of any other work or local laws regulating construction or the perfo �- of work. Date: doc: Cond - 10/06 D07 -447 Printed: 03 -04 -2008 SITE LOCATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap://www.ci.fibilrila wa. US Site Address: Tenant Name: }e61 �3 Property Owners Name: VJP3 ImL ‘, Mailing Address: t 1 1V1 MLA/v.012 l r? `jt CONTACT PERSON — who do we contact when your permit is ready to be issued GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Soo Building Permit No. Mechanical Permit No. M 1 Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: (1,3 3/4,0 Uv Suite Number: I S Floor. 1 4' 1 New Tenant: e Yes ❑..No i j' y State Zip Name: -1. t? MA 46\V 2 41- Day Telephone: 310 'jib &300 Mailing Address: f 311 FM e. I-4 TIl/ AWCi6 CA ����,`` City State Zip E -Mail Address: "3�a 1 t eXPW 4 ,.7 t% 2l4t1'. wt'lJ Fax Number:_10 32& n 2 Company Name: Mailing Address: City Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Zip ARCHITECT OF RECORD — MI plans must be wet stamped by Architect of Record Company Name: 1 A4 rr ."r', Mailing Address: 41 v MA4g11402- { - Loor Day Telephone: � # ► �s- i4' 6� 4 C'` l LV N4 ?t ✓ter 1.414717-- City State Zip Contact Person: l �y r *19 ��� ��� E -Mail Address: '�l;' "'� w e.1 (11.64,1 Fax Number: ? do I.kj I ENGINEER OF RECORD — MI plans must be wet stamped by Engineer of Record Company Name:1 g1t 1 blie rAkr - te Mailing Address( W. 471 tiaoRo t .N F1 P OR 10 442 City �� Suitt e Zip Day Telephone: �,E 1c E -Mail Address: -; '1 A) - (`Iff) eviov.r7eNTY'relZ . Wt-1 Fax Number / 30 tf 91 t i& 7 Q.V1ppMwtwnsU mitts- Appttemian Oa Ianet3 - 2006 - Pam! A.ylrcxgn the a. 9.2006 6h Contact Person: 4ot-o ►J `v1 - 0 Page I of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 f,61:T ijldx Le.44 -kediA Valuation of Project (contractor's bid price): S 2i6 DO ' Existing Building Valuation: S Scope of Work (please provide detailed information):_ NEVI . F. Re M" 40v MALI, (1: Will there be new rack storage? d ❑.- No If yes, a separate permit and plan submittal will be required. L Provide All Building Areas in Square Footage Below PLANNING DIVISION: 6.'4Wril.3 5 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑....... No It "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: al Sprinklers 63 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hasnrdous materials in the building? ❑ Yes LW' No If "yes'. attach list of materials and storage locations on a separate 8 - //2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic deign approved by King County Health Department. Q:1Apphce onsirarms- Appinanons On Lne \ -2W6 - Perrmn Apphcanan.doc Reused 9-2006 bh Page 2 of 6 Existing 1 to Interior Remodel — Addition to Existing Structure _.' New Type of Construction per i[SC �r-* Type of Occupancy per IBC ts, Floor Floor 171.61 T Floor Floors tuna Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 f,61:T ijldx Le.44 -kediA Valuation of Project (contractor's bid price): S 2i6 DO ' Existing Building Valuation: S Scope of Work (please provide detailed information):_ NEVI . F. Re M" 40v MALI, (1: Will there be new rack storage? d ❑.- No If yes, a separate permit and plan submittal will be required. L Provide All Building Areas in Square Footage Below PLANNING DIVISION: 6.'4Wril.3 5 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑....... No It "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: al Sprinklers 63 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hasnrdous materials in the building? ❑ Yes LW' No If "yes'. attach list of materials and storage locations on a separate 8 - //2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic deign approved by King County Health Department. Q:1Apphce onsirarms- Appinanons On Lne \ -2W6 - Perrmn Apphcanan.doc Reused 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 -433 -0179 Scope of Work (please provide detailed i nformation): ry 1 ttJl 1 t o I r r) prOVQrn2► fi 'hied 01r G 14era - on Water District ❑ ...Tukwila ❑...Water District 11125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotedunid Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ..,Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer .. ❑ ...Cap or Remove Utilities ❑ ...Frontage Impro mcnts ❑ ...Traffic Control ❑ ...Backfiow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Srze» ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ...._ Public ❑ ...Water Main Extension ..... __....Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Eiltingto: Name: Mailing Address I Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water Meter Refund/Billing: Name: Mailing Address ❑_.ValVue 0... Sewer Availability Provided ❑. ❑ . ❑. QAApplicmnmaFemx- Applicemns Onlaa43-20115 - hum Appliclioe_aac Revised: 9.2006 ►h Call before you Dig: 1-800-424-5555 Abandon Septic Tank . Club Cut . Pavement Cut . Looped Fire Line ❑ .. Highline ❑ .. Renton WO I WO I WO N Private Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ __ Renton ❑ .. Seattle [] .. Grease Interceptor ❑ ._ Channelization ❑ ..Trench Excavation ❑ _Utility Undc rgrotulding ❑...Deduct WaterMctcr Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment ❑... Traffc Impact Analysis ❑...Hokl Harmless — (SAO) 0... Hold Harmless — (ROW) IS Day Telephone: City State Zip Day Telephone: City 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 /100000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 NP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ 11P /1,750,000 BTU Repair or Addition to HHeat/Refiig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM t7 Incinerator -- Comm/Ind � MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): S � 1 W ( ) Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Cit Staff Zip A y A Fuel Type: Electric ❑ Gas....❑ Other: Indicate type of' mechanical work being installed and the quantity below: VOLVtita Q:NAppnca enst90 m - AWhCatioes 00 1.601-2006 - Munk 1(11X0-1' i doe Revised 9-2006 bb Page 4 of Fixture Type: Qty Fixture e: Qty Fixture Type: Wash fountain Qty , Fixttkrtype: Gas piping outlets Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks /7 ' 6i Dental unit, cuspidor Shower, single head trap Lavatory Urinals Water Closet Dishwasher, domestic, with independent drain Building ewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed infonnation): WSW r t- VVIF7tih a 6 V 1 r - - e o z nir » r• City State Zip Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: W pplkation �kmnts•Applications on t.itio1.2t06 • Perna Appbctlian. ■oo Re�s sal: 9 bh Page S of 6 %are I PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction -- In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current ke schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanic& Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Pennit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition)_ 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS maw. BUILDING t WN R OR U TOR ".F I GENT: Signature: J //. ! //u VA i • •• Print Name: Ma i-4- lel Q M arf r h Day Telephone: 310 , 32 2i . eaoQ x+ • [ OL Mailing Address:121 Foci AVP• Su li-e N - T rah cP CA q'USo 1 City Sane Zip I Date Application Accepted: 121 o = Date Application Expires 1 Q.iApplicxK lFams- Appliwrais 0. ►i.e.3 -2006 - remit Applinam.doc Rc.+sed 9-2006 bh viar Date: 1 21 L 0-7 Staff Inthals: -6 4 . 0409 -- Page 6 of 6 1 RECEIPT NO: R08 -00610 Initials: JEM Payment Date: 03/04/2008 User ID: 1165 Total Payment: 9,509.57 Payee: JR LENNEN CONSTRUCTION, INC. SET ID: 0304 SET NAME: FOREVER 21 SET TRANSACTIONS: Set Member Amount D07 -447 EL07 -754 M07 -266 PG07 -330 TOTAL: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 6,846.76 1,742.00 773.31 147.50 6,846.76 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 12561 9,509.57 TOTAL: 9,509.57 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 6,128.38 000.322.101.00.0 1,742.00 000/322.100 624.65 000/345.830 892.04 000/322.100 118.00 000/386.904 4.50 TOTAL: 9,509.57 397 03/04 (27 10 TOTAL 5 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIPT NO: R07 -02678 Initials: JEM User ID: 1165 Payee: EXPRESS PERMITS SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET ID: S000000907 SET NAME: Tmp set/Initialized Activities D07 -447 3,269.57 EL07 -754 435.50 TOTAL: 3,705.07 SET RECEIPT Payment Date: 12/06/2007 Total Payment: 3,705.07 TRANSACTION LIST: Type Method Description Amount Payment Check 10433 3,705.07 TOTAL: 3,705.07 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 435.50 000/345.830 3,269.57 TOTAL: 3,705.07 5739 12/06 9710 TOTAL 3705.07 Project: iW 7 21 Type of Inspection: i, n Ad ess. Date Called: Special Instructions: A „ JV � Date Wanted / 'f p.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ❑ $60.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: b rEu a 1 Type of Inspection: ( lJ 6- ( Tr flA pelt 0( czt,Na u6' � xT - f►,j ) ,. F , > Address: 3(._ Date Called: Special Instructions: Date W 7 - 3 D- de ,�.m. � Requester: Phone No: O3 -3bz - COMMENTS: P ^ ' � r' 1 Tr flA pelt 0( czt,Na u6' � xT - f►,j ) ,. F , > [VIVA Tc — 3C -c5 PPS(;NS I- - ;r...l 1 1, t-kv —fl 1L,ZAz4J fr nspec Ii AAA. iCAtA te: I Da 7-30 —off 3 INSPECTION RECORD Retain a copy with permit r INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. J $6 0 REINSPECTION I EE REQUIRED. Prior to inspection, fee must be pa t 6300 Southcenterr'' Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: RIFi4eiF31� 7 " �X) / -1-197 COMMENTS: p, Type of Inspection: ri 0A CiJ )5 ,,s f'r vJfO (+ L iv V6 — An Date Called: ! i /' ,..3D 1 ---,. .V 4 ) ,/ e Yie'k 1 KV Asi /4' d—.?/ 94/ .2. Di i a.m. p.m. /IVS,' ' '7 r,' ,,1 N4(', . , } % r»pCro? 9 Qno >dsN / ,//7 /fAA-i / ," �9y /�r,,, r „%. / •., -,.,/- _ 1 _ \ Project 1- f-eu4"r 2 I Type of Inspection: ri 0A Address: Address„,...: 36: n\41I Date Called: Special Instructions: Date Wanted: 7 - Za a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit D07- Li 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. pect I Date: 2 - ee .00 REINSPECTION FPE REB UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Pr oject: vo ro /-GP a ( p ection: Type of Ins : /o, 2 1„ Address: $3‘' Mil"— Date Called: Special Instructions: Date Wanted: 7 fj c , / O? a.m. p.m. Requester: Phone No: i l INSPECTION RECORD Retain a copy with permit Doi -0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- A pproved per applicable codes. Corrections required prior to approval. COMMENTS: B , i t „ Inspecto (Date: / 0 c , A ra .. t. JJ $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: 7 " '"`y. 4 .`.1411.- _ ai pe Proj fo r df 4 ez / Typ o f /it/ Inspection: 44- Ad drp - 6 m , l / Date Called: Special Instructions: Date Wanted: 7— 7 /C a.m. : Requester: Phone No: j INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: 1Jo 7- - Corrections required prior to approval. COMMENTS: P A • S /51TfJ E 1? 1 �' 1 iy F rih I 1 ( f 42 1 Date: 7 (G LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: COMMENTS: Type of Inspection: r,,.r N cid - of r.•<< 0-rfl, /vA ( r),FZie fl ‘ ,. c ..( ,i,.. Special Instructions: Date Wanted: /,-;-- Requester: tiedffdd Phone No (1(CY'It - "Sci %.;tk , e-- 1 -11 4-1 '•( - ( T 1 9r — (r_4 ctcA -r,1 rP"( ,Ric( 1 /f rr 2 if -C' spit –Orr 5fidd 0 ;(,,e1 0 ,, r Project: Fo,t, r A r Type of Inspection: r,,.r Address : Date Called: Special Instructions: Date Wanted: /,-;-- Requester: tiedffdd Phone No (1(CY'It - "Sci INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. M Corrections required prior to approval. 1 lnspector: 07- q (Date: 7 (2'i n $60.00 REI TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: iy /, F/r,..`j7 -goof` buck ceioill 2. Se_crAn A Oloor (...lectric foovA Special Instructions: 3. A.139 /4o, . /e44ethr. Adei_ t'A. Requester: Phone No: £63 3 c- 5 Project: ,..... 1 t-- 2/ e Type of Inspection: ,.... i rekki41.13 Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: £63 3 c- 5 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 007— 99? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 []Corrections required prior to approval. $60. ii NSPECTION ,... El I FEE REQUIRED. Prior to inspection, fee must be ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: Projec r <� �i 2 Type of Inspection: ��u. .;� Address: ! 3/,, 00M Date Called: �/i / /�lt�Cf1!�0 // Special Instructions: Date Wanted 3 9.4 p.m. Requester: Phone No: 5 7) 3v. cUDZ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �/i / /�lt�Cf1!�0 // / / 1 �c /��pit�Yti frioV ' 4'0 ??' iti 1 /4 /$5r. 1 27 I INSPECTION INSPECTION RECORD Retain a copy with permit NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcente Blvd.. #100, Tukwila, WA 98188 (206)431 -3 'Inspector: P97- I Date / / 304 El $60. INSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 paid Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: i f r��/a v2/ Type of Inspection: /)4n7/A/4 Address: ,43(. )A /I Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: 'Inspector: 2J INSPECTION NO. INSPECTION RECORD Retain a copy with permit j.»714' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t= ! o t. r i c e( cc p lo 1/a l r pri fn gcra,w ■ jKT (Date: // El $60.00 SPECTIO EE REQUIRED. Prior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project:- Type of I gpecti A mq 6 � Special Date Called: Instructions: Date Wanted: a rn Requester: Phone No: - > — v 3 367- D07- R7 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION t" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r adl r P //P4 El $6 ' ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter,)3Cvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: a5 I INSPECTION RECORD I Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of Inspection: Projec___ / ,ter v Ad Special Instructions: Date Called: Date /,nte . / ) p p.m. Requester: Phone No 'Oe.3 2 El Approved per applicable codes. COMMENTS: Floc pt- la ( . Q-i L f O 6Z_ «.G R, - &. s k 'cr i e 1 =- ^° fly. (D• e IS Asti- P<L-iso Ins pector P �et.—J Date: L El paid at 6300 Southc Blvd., Suitte Prior to to schedule inspection, i eduleren pection. (Receipt No.: 'Date: Corrections required prior to approval. Pro Type of Inspection: Ad¢r st mitt Date Called: Special Instructions: Date Wanted: _..., O a.m Requester: Phon .2 7 ,2 62_7 a ir . 00 - 7-14 441 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILf1 BUILDING DIVISION ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 El Approved per applicable codes. El Corrections required prior to approval. COMM IS: 51e4F yr F4ex 4 (G•`oh /320 La�i(S 'Inspector: Date: El $58.00 REIN PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: R A - e r i m 0 sh. r, - 3 c..,. //s J / - ; 5f4;ff 5 e- h Hd 4a /....,,,,,65 4.-..// Ad / /V9fG : C9 .1t'ek. Flog c (1 :...6y rh.sf /lc (ZkXe W"T& (,ilrt /t I Fire- G04-er,k> Special Instructions: - -- Date Wanted: (6 -0f,' p.m. Requester: Phone No: z C3 CAS — z Projec„ - ;,, //--F u r 2 / Type of Inspection: . --61_1 Ad / Date Called: Special Instructions: - -- Date Wanted: (6 -0f,' p.m. Requester: Phone No: z C3 CAS — z a3 INSPECTION NO. Inspect %� INSPECTION RECORD Retain a copy with permit .13d7-9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. El Corrections required prior to approval. Date: 5 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: t 7 : r „,„ sh(ah e% 7 r ,,%/0, �e / 1s 0k— Ok. 1,, Corr Ci:l a ■^5 51ck /Z'o' — C7, -,,'k1 FrAe rH 7 K CVlb,. h A f Tod' of 5 /.05 9 Date Called: Special Instructions: Date Wanted: — �3 -De a.m. p.m. Requester: Phone No ,^9,.7) 5 -/a3--26 Project: Type of Inspection: Ad 1:V (� m�4 // Date Called: Special Instructions: Date Wanted: — �3 -De a.m. p.m. Requester: Phone No ,^9,.7) 5 -/a3--26 a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1M7 -'Y7 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 'Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: ifi- :+....�«..<�._. ..gam °...'; 'Receipt No.: 'Date: u COMMENTS: Er, --- :4 , Ar 0041- ->f► 4 ' �s l Type of Inspection: /= /2 q ' 1i1t1C 5&Ar1- t..n(I 4 rokil z(+ , A - '.� Addrg in / Date Called: Special Instructions: J‘.0 tq CLet Zoo !'t.'1.'µ op to Li r Cr ,,r■ Nortt ,r4( Phone No _ aC = 6 0 Z02 "7 21 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION c�nn cnirhrontPr Rlvd.. #100. Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1 lnspectqr Retain a copy with permitIDO7 INSPECTION RECORD PERMIT NO. El Corrections required prior to approval. 'Date: ' -(2- 01( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: 4 Pro; QFaCt_ l Type of Inspection: /= /2 q ' 1i1t1C Addrg in / Date Called: Special Instructions: Date Wanted: /z_ Oee' p.m. Requester: Phone No _ aC = 6 0 Z02 "7 21 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION c�nn cnirhrontPr Rlvd.. #100. Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1 lnspectqr Retain a copy with permitIDO7 INSPECTION RECORD PERMIT NO. El Corrections required prior to approval. 'Date: ' -(2- 01( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: 4 Project. 4 Y t' c / Type of Inspectiq n, ,7 5 COMMENTS: ph Addr Date Called: a5 4644 D4 "h" pe it' A /, Ad Special Instructions: Date Wanted: 5-----2-0e- Kmy lm. Requester: Phone N __ _ a - 6 a? -202 Approved per applicable codes. Corrections required prior to approval. ' COMMENTS: ph /7 6ileet 5 / 5 74- 4/00/' a5 4644 D4 "h" pe it' A /, Ad , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sout Blvd. #100, Tukwila, WA 98188 (206)431 -3670 1207 -W7 Inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: , /?" - Uf2 .2 r Type of Inspection: T7? 9� /N G Addr s: 3G mqi / Date Called: Special Instructions: Date Wanted: s -7-08 CD p.m. Requester: Phone No .q6 Go3 -ZoZ7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0D7 -W PERMIT NO. t t (206)431 -3670 ID Approved per applicable codes. Corrections required prior to approval. COMMENTS: jL /n, 7t 4 /oof 1 ri I 5 e 1 etr - Q4-t t to t c), J/d / a. yid filed � 'Inspector: 'Date 77 / „ f $58�6 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • COMMENTS: f 1 A 71 ,L � � , , 2 d 4160r Garr % c✓et:'i /S a-14 CI / 574 Noor corm I(Jo r. k/01/ y7,P Date Called: atch3 /Mr /'.1 A 7 / 57 ' / 4 / 6 0r - r/fc S• 43 to0 t botrd /� c! mr e/ Date Wanted: / ' -Noor ) rel , C I) a h,Q ;), 43 at ved set 4 ). /-0 Phone No: ' -- 663 -2 62 % 7 Project: Type of Inspection: Addr s: 24, mA /( Date Called: Special Instructions: Date Wanted: Requester: Phone No: ' -- 663 -2 62 % 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit a 7- y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 'Inspector: D $58.0 Q pai Date: d */ EI NSPECTION FEE REQUIRED. Prior to inspection. fee must be 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: /c1ZArmiv6. n / / / Weu // e.4z /a far LIU ti K- to cot/cf Ad /) 4/c0,.'s Ad ss: // Date Called: /,57'- N90, 5/ cl /X'fvt Goad/ Oe fa e vor� Special Instructions: . Date Wanted: m. Requester: Phone No 20 % -6c) ?- . -7 .6Z -' Project: f= d /e''( ..2 / Type of Inspection: /c1ZArmiv6. Ad ss: // Date Called: Special Instructions: . Date Wanted: m. Requester: Phone No 20 % -6c) ?- . -7 .6Z -' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IJe7gy7 PERMIT NO. (206)431 -3670 El Approved per applicable codes. E1 Corrections required prior to approval. !Inspector: Date: s�s /v8 $58. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: r COMMENTS: pm V 4)119r 5 irdie raoift bwee, hp/9415 a-4 Ge )1 A, oy Cot 4e-2-I rcick . 1-)be: .5tck ce; I i rke thJa/l/S Special Instructions: 20q (6)03 A ° ?" 1 Date Wanted: SA/0 V an. p.m. Requester: Phone No: Project: ....., froectier 2 / Type of Inspection:,„, Address: 1r3 CP Date Called: Special Instructions: 20q (6)03 A ° ?" 1 Date Wanted: SA/0 V an. p.m. Requester: Phone No: • .. RECO Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: IDate: / ° C/i/De ' LI $58.0 paid EI NSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: DO 7- V417 Project : CL, Ty of Inspection "C alled: t ' ck V Add . ss: evsau_ clwa. Special Instructions: 2 . ir'C)1 . 7.011 Date Wanted / a.m. .. ( Requester: Phone No: 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- Approved per applicable codes. Corrections required prior to approval. COMMENTS: S ti es 4 riy 1 - 4i -P. ty Inspector: Date: $58.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: FA- oi 0 c 7" ph (,.,/ S 1-16,,,-4- l�tl)<</tc i L /3(eh / C €,.1, n rr'.. -- ...#., OIL - 1CLi p / F1 „-- H i a rAt Coif, -44/ t,./.. /f 4f 0"' / v # 'o/ O /4. h .h �5 f-F / fl�r -- � x.02-1 Date Wanted/. Requested) Phone No: Proj /� 4 "mss Type of s ection: "` �1{+ % r "1 c4 Ad es :f S. c rr . 1 Fk Date Called: Special Instructions: 9 1 , x.02-1 Date Wanted/. Requested) Phone No: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. $58.00 IRE INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Date: t"0i -441 PERMIT NO. ( 206)431 -367 Project csre d Z Type of Ins ection: , ,wl3 Add ss: Date Called: Special Instructions: Date Wanted: a Requester: Phone N 15 — cO3 - 202_'7 INSPECTION RECORD Retain a copy with permit Do7gL(7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IF- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'C206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. / COMMENTS: / aka Flog.,- 1/6r( /t r'i 1 ! f3G I Date: y- 2 't -oV $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: e 1..4rc( A (_'e, 7.'. dP PelVit) f(o.m',3 4h41 !P Se Its 4rtc. Aril( w‘5( OF a O F+.ht Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: L t/ j 5Vl—ZSi f? Project: Type of Inspection: Address : Fkr WA 1( Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: L t/ j 5Vl—ZSi f? I / a. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspec -_ Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: Project: P) y 1z 2_ J Type of Ins ection: Addr ss: Date Called: Special Instructions: Date Wanted: 1 -1 -2 S - 08 a __ C1 - Requester: Phone No: 61) I -- S .5 L1 -2 ) , ID Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D -7- 4 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- WI Corrections required prior to approval. COMMENTS: 'Inspector: LI $58.0 - REfNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: ZS 'Date: i /! COMMENTS: PA Type of Inspection: � J i'F r,' � R -� S -/,f.,-q Address: t, 3 c eo ..a,.I f. /1 Date Called: Special Instructions: Date Wanted: a.m. 4 -2_41, F L ,-,... / 1,4/. €1 1 ,9r s/,.,,,:, r // o k Phone No: ( y bscy -2 . - /K No7G Re r•^4 -- (1- -t 4 4 10 ' F (-,it,,,, /44- Sk. tzt(I — U,, 1.),4 ti7c. 0 r Fth ;sL, ' t'y o /i i, (I-1. A? v,'1-1-1 0 Ae7ra i.,: Project: 1 'a'Lv�, 2 I Type of Inspection: � J i'F r,' � R -� S -/,f.,-q Address: t, 3 c eo ..a,.I f. /1 Date Called: Special Instructions: Date Wanted: a.m. 4 -2_41, F •1 • Requester: Phone No: ( y bscy -2 . - /K /209-9 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 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Inspector: Receipt No.: 'Date: Project: Fora-rr 21 Type of Inspection: lot ("eV F4shhA: ,.} Address: - $16 5Nfti (WM. x1411 Date Called: Special Instructions: Date Wanted: H - fs a.m. p.m. Requester: Phone No: 299- Go . 3 - 2 .W q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: FA. 151 L ,+ N l= , a - 510.c (r1.1, Di', CeI1 N Po7 - 'l 4 l7 Date: (Inspector: J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: A I 'r • c4, • 1. F , ..,.. /9ke -e/e3kg /--- q-,. ( k i 4., ', i-- - - ■ q 61 el -et ii,10,-- it,. rn 0 •-. a (ileiii 4/ 4 4 1 4 Date Called: Special Instructions: Date Wanted: t i — 2 - 7--- 'i5 a.m. Requester: Phone No: 2-01 & 2'27 Project: Type of Inspection: 5ope 4 the We Address: 0 36 50,4" ewir.,- Vi., II Date Called: Special Instructions: Date Wanted: t i — 2 - 7--- 'i5 a.m. Requester: Phone No: 2-01 & 2'27 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431- El Approved per applicable codes. Corrections required prior to approval. Inspector: 'Date: 4 -2 2- — ae7 Ei $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: eA. vo 4.,itmtb rrPe li er 2 Irt- > 6 tv e 6 ts —20 4 til-10 A -13 .., Ils To A-00420 Address: 5-3 ,:; 4109// Ci.frielt?vl — 1?'ere-c.- tt. 96-1 ro ,... # 5 4,41 11 ., i'vt I- 4 f roli,e- t et ,4 A 0 it Ti 4$ ei A . { ob ' 1 Date Wanted: 1/- /6? 9 - hi 1 Fl° or- eYT'/ C.Drr. / T. 51,ctZ,v 13.211, 12, S of bt d ca...a 5 ;,, 51,4 K9-.,-, 1-,411 4.6/ c_. evrz ) - ,.... Phone No aC) - Gdg -2de 7 fi a,. - 4. 13 4. r; ( i ' et ed.1:^5 fp<e 4- To 4 vrik oF 1.r? "'leo) Pei Project: , 7 faCk 2— f Type of Inspection: Address: 5-3 ,:; 4109// Date Called: Special Instructions: Date Wanted: 1/- /6? 6; p.m. Requester: Phone No aC) - Gdg -2de 7 7 INSPECTION NO. PEW NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 1=1 Approved per applicable codes. 'Inspect° INSPECTION RECORD Retain a copy with permit D67-6/1/7 Corrections required prior to approval. 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT No. INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: -- Addre X3(0 NW // Special Instructions: Type of Inspection: I Date Ca led: Date Wanted: < / 6 - Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /) n a tdiS /ice / //ei f/ ��1 spector ipt No.: ..... 4( D �� • 0 REINSPECTION F E REQUIR . Prior to inspection, fee must be d at 6300 Southcenter lvd., S e 100. Call the schedule reinspection. 'Date: Iv07-W7 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. .p CITY OF TUKWILA BUILDING DIVISION !`- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of InZion: Projec is /re__ .2/ Adc([ej6 Sid)//h erPtnie/ Special Instructions: t 4 it d: p.m. Date Wanted: Requester: Ph a9 `I(03 Z2z-`7 0 Approved per applicable codes. C ISCorrections required prior to approval. COMMENTS: ?'T,ii ,i' Ai14 S io tt hik , u /- / PAL p'a -(/b& J / 1 .00 REINSPECTIO aid at 6300 Southce (Receipt No.: (Date: 1 7 f— / IRED. Prior to inspection. fee must be .. Suite 100. Call the schedule reinspection. 'Date: Project RevV2 oz / Type of Inspection: F/ ?9fiv;v1, A ss:: 4 Date Called: Special Instructions: Date Wanted: a. a.m J. � .. Requester: Phone No: (3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )� Nt t 7/17 ;> /P i - evif -g._'; ,� bJ� P pA.h v-A e P eftfo✓ specto • p at e :, ,D 4 / 4 /71 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 - . 00 REINSPECTION FEE MOP ED. Prior to inspection. fee must be aid at 6300 Southcen1er Blvd.Suite 100. Call the schedule reinspection. R ceipt No.: 'Date: INSPECTION RECORD Retain a copy with permit Project: , i , 'v � / c ,.2 / Type of Inspection: , ,C Q /9/7t/ A/E:, Add ess: R6ifh /r �o9/ Date Called: Special Instructions: Datete _� � �.d.pL Requester: Phone N9:, (7-603 26Z "7 9 INSPECTION RECORD �d�y� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6.2Ai - to, 4- �I n pecto pt No.: Date/ C, Z 0 REINSPECTION FEE FQUIRE Prior to inspection, fee must be at 6300 Southceriter Blv . Suite, 00. Call the schedule reinspection. 'Date: Project: TG rrc/ %- .2 Type of Inspection: 0075/, Address: r13 6 414 /( Date Called: Special Instructions: Date Wanted: G -3 /— O� a'm:, Qp.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit Ua 7 -9"/7 PERMIT NO. INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $ 8 INSPECTION FEE EQUIRE ti. Prior to inspection. fee must be p -'d - 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 4 • Pr /C �(, TYPe o�ect y/6 A .s .;56, so, , /4 ( 744 DryeCalled: Special Instructions: Date_Wanted / 4 ( 6 Requester: P ' o = 6a3 - 2 CZ 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 607 W7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pi, 'Inspector: j ( u El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Date: Z , r 1 a? COMMENTS: 4 /, -,t My A g -,Juy idol-- ,.7 1.1/4//4 i•o 4piv1 ..--7- 9 2wet ,= to -(A/ . A,9.,41 Dion., s A h, <a Date died: Special Instructions: Date W nted: - 20 —O© Ca•m P.m. Requester: . - Pro ec t: TO ftif2 .2 / Type of nspectlo n: ` : .. - // W Address: A-3 /04/I Date died: Special Instructions: Date W nted: - 20 —O© Ca•m P.m. Requester: Phone N _ c.ac - 6 3 7a 2-7 INSPECTION RECORD SPEC ION do. Retain a copy with permit hDF q R M NO. CITY OF TUKWILA BUILDING DIVISION ; v - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7W7 El Approved perfapplicable codes. El Corrections required prior to approval. Inspector I Recei • t No.: Date. $ :.00 REINSPECTION ` E RE RED. Prior to inspection. fee must be p . d at 6300 Southcente Blvd. uite 100. Call the schedule reinspection. 'Date: Project: Ed/e vfe ..Z / Type of Inspecti : Address: 8� S'd�/714,C✓rki //79 Date Called: // Special Instructions: Date Wanted: a 3- ) 5 - 0 Requester: P tp. — C a s. ZQZ INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION la. 6300 Southcenter Blvd., #100 . Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 414-ea r /vd -OX/ sr ` f / d`l // U 5 5 ee/ /1 nspecto ceipt No.: Date: • .00 REINSPECTION EE REQUI e . Prior to inspection. fee must be id at 6300 Southcent Blvd.. Suit- 100. Call the schedule reinspection. 'Date: COMMENTS: n Type of Inspection: Fi4 M .' ' I ., P =e.'r►r7'x/ • I1 © Press,',-7 /2v.. -. /5tri - I V 10. c. P t r,'e fo- 4,.(1rs o FC.),__ C' C 0 //G - 0 1-'4/(5 rts /(, /P. S'-- Cr ) l ` Date Wanted: a.m. T- /i -/ - ofj p.m. . , C. S /(8',5 Phone No: 2 Go3 a02 7 C39. Ar57 f2 1 2 4 Fl.z or C � — c / l 7 el A 1 . 0 , 1 I Z -/ / 1 .25` Coa2,- ..J(& 2S / 4--C /41,02 1 I4(I' df Oh 1/4 S 6 5 l vIdL -Fra Pro 'r ec : o c,- s• 2 / Type of Inspection: Fi4 M .' ' I ., Address: rr3G 59,Mce.ir. P7411 Date Called: 3-ly -0 cY Special Instructions: Date Wanted: a.m. T- /i -/ - ofj p.m. Requester: Phone No: 2 Go3 a02 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 12 PERMIT NO. lab (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: r.:ss:'.�anve •_. Imo- — -=.i o7W7I INSPECTION RECORD �— Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 Type of Inspection: Project• �(� 2 f af t �Z / Address: 6 COI - M(ci/ -i AM/ Special Instructions: l ate Called: Dateted;� / p.m. Requester: PhoneNo / D -5_Zvt?- � Cv El Approved per applicable codes. COMMENTS: p- a. 5,e1 * /./41/4,e/ /$7 1- • - ptiv ?,' Cj P / /h ,,v/ ..2 N /RYA 50,,0 REINSPECTION FEE R Ull D. Prior to inspection, fee must be p `d at 6300 Southcenter Blvd.. Sul a 100. Call the schedule reinspection. 'Date: (Receipt No.: EJ Corrections required prior to approval. - - -- Project: 6, 2— z i Type of Inspection: rj N A-v Address: v3( se • Suite #: A A-1-- Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: y Sprinklers: y Fire Alarm: V Hood & Duct: t4 Monitor: of u4 � ,L Pre -Fire: �� Permits: Occupancy Type: INSPECTION NUMBER 206 - 575 -4407 Approved per applicable cod COMMENTS: -- OIL Inspector: e.CLt / s I z 1 Date: 7 1 j o u 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 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT has -i f 7 PERMIT NUMBERS t l Corrections required prior to approval. T.F.D. Form F.P. 113 Project: Sprinklers: Type of Inspection: ot- R -z _ • i C'N� f- / 1 s f At -, h ,_ Address: �5, Suite #: , c * Contact Person: S Special Instructions: Phone No.: 5 30 -sue /V , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: COMMENTS: C I YJ A/t, -- OIL / /Lil4f IA �jt J INSPECTION NUMBER CITY OF TUKWILA FIRE rk East, Tukwila, Wa. 98188 `` . 206 - 575 -4407 oved per applicable codes. INSPECTION RECORD Retain a copy with permit Cry- F - 13' PERMIT NUMBERS n Corrections required prior to approval. Inspector: Date: - 7 rs .. ' l k {7 $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: i� vet. ..1 Sprinklers: Type of Inspection: se rot/v Address: G 2 Suite #: c? f y � y � L Co tact Person: 1 <N. y Special Instructions: Occupancy Type: Phone No.: S 3 - 30� - SY oc, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 206 - 575 -4407 (.Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do 7 - "N7 0 - 5j - ey; PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: SP P 1044_ toek17 ol� - . S dk { Inspector: 7 Hrs.: Aiip $8 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Ins ectiv � A It. logrb Address: Suite #: Contact Per o rti: Special Instructions: Phone No.: S ooh- S'yoo -- 1 . Occupancy Type: t S' b L / 5 1 / sf -C1OfL b ; 1 . Re / I' K - e - y t - t s le L by -e. L. e v n'k - ri Pc,C. r r,o 1.. -.-- ti VA c OK Project: � P 2 o v � a 1 Type of Ins ectiv � A It. logrb Address: Suite #: Contact Per o rti: Special Instructions: Phone No.: S ooh- S'yoo -- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 7 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /3(.0 D77 - L./ (1 m o--) _ a c 6 PERMIT NUMBERS K Corrections required prior to approval. Inspector: Date: - 7/11/4,g Hrs.: a $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: rvi2QV Qtg_ g , Type of Inspection: Cove Address: 33/0 s <. m L Suite #: Contact Person: Special Instructions: Phone N .: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT /D 0 7 - Cl Vl 7 ©S -s- o6 V-- PERMIT NUMBERS dnrinvPr Park Fist_ Tukwila_ Wa. 98188 206- 575 -4407 14 6pproved per applicable codes. n Corrections required prior to approval. COMMENTS: U '�v v - 1 t 02 . Inspector: 5-1c/ Date: 2.070 Hrs.: / $80.TQU. will receive an invoice from he City of Tu 00 REINSPEC Finance Department FEE RE . Call to IRED schedule You a reinspection Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: ..�c et ..e IQ , a , Type of Inspection: C u -e2 Fire Alarm: Address: - 3 { Suite #: S. C. Mk L L Contact fp Person: � r> Occupancy Type: Special Instructions: Phone No.: Sea _ 30 1 5((.03-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 188 206 - 575 -4407 Word/Inspection Record Form.Doc 1/13/06 Do (q7 ow- S- Oba-- PERMIT NUMBERS rrections required prior to approval. COMMENTS: 4 ,, (, c> ; A., isJ 5 p a -e Inspector: Date: W/7( Hr s.: ( Hrs.. n $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 COMMENTS: Type of Inspection: UoV Address: g 3 k, Suite #: � . C -. /i'1 ? L L Contact Person: C RA Special Instructions: 1 Phone No.: 3001-e CU.Rr2-.. ow) w ek . S-? e. 1 9 /✓+N5 /. . . ' Lc. N _p.o () Crac/-e f e.4 7 e , ,j 0 2 -5'I co L /- e�f:,f 1 Cr/i C �o i,..„ a f /C ✓e... I 3 / A/2.,,,..., 5 fvt S 1vtJ A e4. I 'Lc ,v-ee tPd A : i),., v l.k s rt>s e e)- A . Project: 402eu ,04 a 1 Type of Inspection: UoV Address: g 3 k, Suite #: � . C -. /i'1 ? L L Contact Person: C RA Special Instructions: 1 Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 /fin7- VV7 co x- S -ot PERMIT NUMBERS Corrections required prior to approval. Inspector: Date: L / /y /o s7 Hrs.: 1 _$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from h e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: a, 1 Type of Inspection: Address: '6 b S Suite #: . . r /-1 c. L. .c. 14 62 d -2., 4 Ioart._ 2 t--J t'iU, - / O(0 I' c, 2 ) e /0/ 0 ,fir' , ` 5 f '- � ^ SteaCT" t 1 N ■ 51, /210 10 S ?,3 40'-47, //). i O rtes c3/1 r -5 c I rno c)? ae, iti5 N 11-S -F o Th.. kL..1:•IA t rte._ Pei erZ to - ,'a1W, - S - 9Ata4-ivkL C ue2 I y S 9r) efov r Nxed ;, _ Si';' 1(t) / akk L .5 2 AP P4 -- ) �. !thD Cr,Ve se- A,-e.. — t-1 &c.-- c-AL 1? or►-. ol,wc) W . - too(,L Na/(-11 Jf , ADD se he A,) T(' ,--r•Ji) — Ioo e..._ 5; lnKn- ( AL ,i'.r') 0"1 i Or ) En/ r7kl 2r-Id - i,c C — p(ANS -uc Le.,c t' i Project: .F'A ve k a, 1 Type of Inspection: Address: '6 b S Suite #: . . r /-1 c. L. .c. Contact P rson: C_ A d Special Instructions: Occupancy Type: Phone No.: wa_r- - 7 3b irg a 17 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct:' Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ila, Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc 1/13/06 d1?- 5- o - /y7 PERMIT NUMBERS rrections required prior to approval. Inspector: C y Date: y/3 /0g Hrs.: o _ oF $80 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. tY P P T.F.D. Form F.P. 113 Project: lie t 2 i Type of Inspection: c Pa..' w+14 t.t 1 — Fire Alarm: Address: ?) S • C • M - Suite #: Contact Person: C,-+ - ? / V, c s -x., . -> Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER ri Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION' RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 o f - S - v�Z PERMIT NUMBERS ver Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: b l( t N 0 (AC, tj tv2M 6o,Act -rrs Inspector: • /51z Date: s /o0 Hrs.. . / l $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 Project: �'vrc L - I tired -/ oo�. Type of Inspection: L '- �✓c e-4: Address: 236 So i4-hC rr,Ifw ell Suite #: 1/ Contact Person: C-hia Q Pre -Fire: Special Instructions: Phone No.: y? 4 7,3 - '6'2 , `7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: z INSPECTION NUMBER A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT rk East, Tukwila, Wa. 98188 206 -575 -4407 Word /Inspection Record Form.Doc 1/13/06 r)7 - L1'17 PERMIT NUMBERS 1 - 7 Corrections required prior to approval. COMMENTS: Inspector: 5`(,,) ci Date: 3/ i ?/ ? Hrs.: o $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection T.F.D. Form F.P. 113 Project: 12 , b -e_ Z ( Type of Inspection: Address: g ,, Suite #: (', ►V1�, Contact Person: t ova D Special Instructions: Permits: Phone No.: `l25 , 'q3b- vzt�- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Tukwila, Wa. 98188 206 -575 -4407 Word /Inspection Record Form.Doc 1/13/06 `Doi 1 -l- OD O692- PERMIT NUMBERS Corrections required prior to approval. \ COMMENTS: \A/CVO PL 01_ Inspector: v6t,itm -1 /6 ►Z Date: :_;//3/0s Hrs.: I $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 1 <raza1Z & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 21, 2008 KA No. 066 - 008091 r 17CEIVED OCT 2 2 2008 , ur.MMUNiTY City of Tukwila OP[1rt W[11 NT Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Forever 21 Tukwila, WA To Whom It May Concern:, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Fireproofing • WABO To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC y 2e1�m. 266-7a,) Kathryn E. Gordo Project Manager Puyallup Division CC: J.R. Lennen Construction, Inc. With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Permit No. D07 -447 .1Krazan & ASSOCIATES, INC. August 13, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Ms. Cara Lacy J.R. Lennen Construction, Inc. 1136 W. Fremont St. Stockton, CA 95203 RE: Special Inspection Forever 21 Tukwila, WA Dear Ms. Lacy, RECEI 1 p Anna DE KA No. 066- 008091 Permit No. D07 -447 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 30, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 0809 ( DFR Template an &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7/30/2008 p ,, / �p�,�y�� PROJECT #: ,�G6- 683'i6� f R (,11 V O t_/"l PROJECT: Westfield MaI Forever Twenty 0 LOCATION: South Center Mall KRAZAN PROJECT MANAGER: keq Superintendent/Representative: rltLu REPORT NO.: 6316DFR073008KG CONTRACTOR: Bayley Consstruction PERMIT NO: N/A INSPECTOR: Kathy Gordon JURISDICTION: City of Tukwila WEATHER: Overcast On site for verification of replacement of fire resistive material Work appears to have not been completed. Reinspections needed when work is complete. TEMP:61 F Checked from top of elevator, through recessed light fixture, and using a boroscope, the beam that supports the stairway in back of store and found fire resistive material had been removed during construction of shell and /or tenet improvements and never replaced. Condition was noted during site visit around end of May by city of Tukwila buildin inspector and Krazan inspector. Area was to have been recoated and reinspected when work was complete. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ❑ / WAS NOT XXXX performed in accordance with the approved plans, specifications, and regulatory requiremepJo Technician Kathy Gordon Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. a an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING RattnyLLbTION TESTING & INSPECTION July 7,2008 JUL 15 1008 Permit No. D07 -447 DEVELOPA Ms. Cara Lacy J.R. Lennen Construction, Inc. 1136 W. Fremont St. Stockton, CA 95203 RE: In Process Inspection Report Forever 21 Tukwila, WA Dear Ms. Lacy, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08091 Break Template ,Project No. 066 -08091 Cy!. Code 80570 Pour Date 5/2/2008 Report No. 8091CR050208 - gn - Jurisdiction City of Tukwila Permit No. D07 -447 Weather Indoor Project Forever 21 Location 836 Southcenter Mall Tukwila Client J.R. Lennen Construction, Inc. Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:45am 440 935684 4 3/4 67 50 Placement Area Location Stair treads and landing. Plumbing and column infills, level 2 infill at elevator opening. Remarks Placed by georgia buggy and manually consolidated. Sampled at 3 cubic yards. Please refer to field report #8091 DFR050208 -gn. Inspector George Naill Laboratory Data Engineer Architect Contractor Lennen Construction Reported Batch Data Design Actual Weights Weights Mix No. 5500 5500 Cem.lbs. 517 524 F. Ash lbs. C. agg. lbs. 1 1936 1952 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1400 1382 Water lbs. 250 234 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 25 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4.012 12.64 27400 2,170 1 MT 28 4.012 12.64 46365 3,670 1 MT 56 4.019 12.69 54325 4,280 1 MT 56 4.019 12.69 53895 4,250 1 MT 80570 -1 5/9/2008 80570 -2 5/30/2008 80570 -3 6/27/2008 80570 -4 6/27/2008 80570 -5 80570 -6 80570 -7 80570 -7 Remarks Results Reviewed By44 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results - X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revtabn 3 Effective Date 5/17104 The bfomratlon provbed on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc* pia i & ASSOCIATES, INC. July 7, 2008 RECEIVED JUL 15 2008 COMMUNITY Ms. Shanda Hess DEVELOPMENT Lakeview Construction 10505 Corporate Drive, Suite 200 Pleasant Prairie, WI 53158 RE: In Process Inspection Report Kay Jewelers Tukwila, WA Dear Ms. Hess, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION KA No. 066 -08146 Permit No. D07 -0447 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Break Rraza i et Associates, Inc. Project No. 066 -08146 Cyl. Code 80772 Pour Date 6/3/2008 Report No. 21308 Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D07 -0447 Project Kay Jewelers Location 667 Southcenter Mali Client Lakeview Construction Field Data Concrete X Other Supplier Stoneway inspector Jonathan Pink Laboratory Data 80772 -4 H 80772 -5 80772 -6 80772 -7 80772 -7 Remarks Results Reviewed By4(1 Codes for Break Types: CYLINDER REPORT a&L vancj •- .•wsuc .11111, v.e.e.- .■• ., ...J..... -r, — ^• ., -- - i - -- — - Plant No. 1 Site Mix Engineer Architect Contractor Harris Construction Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30pm 117 112934 4.5 60 55 Placement Area Location Utility trench infills throughout store. Remarks Concrete was placed using wheel barrows. Please refer to field report #8146DFR060308 -JP -1. Design Strength 3,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80772 -1 6/10/2008 7 4.003 12.59 42380 3,370 TN 80772 -2 7/1/2008 28 4.009 12.62 52750 4,180 MT 80772 -3 7/1/2008 28 4.009 12.62 57280 4,540 MT Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 RsvMbn 3 Effective Date 5/12/04 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the mitten permission of the client and Knzan 8 Aseom Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. Batch weights were F. Ash lbs. not sent to the C. agg. lbs. 1 job site. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming t & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 13, 2008 RECEIVED JUN 3 0 2008 DEVELO 7 Ms. Shanda Hess Lakeview Construction 10505 Corporate Drive, Suite 200 Pleasant Prairie, WI 53158 RE: In Process Inspection Report Kay Jewelers Tukwila, WA Dear Ms. Hess, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC z60-,eoo7L Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila KA No. 066 -08146 Permit No. D07 -0447 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Break Project No. 066 -08146 •' Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D07 -0447 Project Kay Jewelers Engineer Location 667 Southcenter Mall Architect Client Lakeview Construction Contractor Harris Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30pm 117 112934 4.5 60 55 Placement Area Location Utility trench infills throughout store. Remarks Concrete was placed using wheel barrows. Please refer to field report #8146DFR060308 -JP -1. Inspector Jonathan Pink Laboratory Data Cyl. Code 80772 Pour Date 6/3/2008 Report No. 21308 Design Strength 3,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. Cem. lbs. Batch weights were F. Ash lbs. not sent to the C. agg. Ibs. 1 job site. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80772 -1 6/10/2008 7 4.003 12.59 42380 3,370 TN 80772 -2 7/1/2008 28 80772 -3 7/1/2008 28 80772 -4 H 80772 -5 80772 -6 80772 -7 80772 -7 Remarks Results Reviewed By 7.4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision Effective Date 5/1VO4 The kdonnation provided on this report Is prepared for the exclusive use of the dent TNs report may not he reproduced In any format what the written permission of the dent and Krazan & Assocb azan & ASSOCIATES, INC. Dear Ms. Lacy, Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 2, 2008 KA No. 066 - 008091 Permit No. D07 -447 RECEIVED JUN 0 c 2OC3 Ms. Cara Lacy COMMUNITY J.R. Lennen Construction, Inc.OEVELOPMENT 1136 W. Fremont St. Stockton, CA 95203 RE: In Process Inspection Report Forever 21 Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08091 Brealc Template ' Project No. 066 -08091 Cyl. Code 80570 Pour Date 5/2/2008 Report No. 8091CR050208 -gn -2 Weather Indoor Project Forever 21 Location 836 Southcenter Mall Tukwila Client J.R. Lennen Construction, Inc. Inspector George Naill Laboratory Data Codes for Break Types: Jurisdiction City of Tukwila Permit No. D07 -447 Engineer Architect Contractor Lennen Construction Field Data Concrete X Other CYLINDER REPORT Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct') 9:45am 440 935684 4 3/4 67 50 Placement Area Location Stair treads and landing. Plumbing and column infills, level 2 infill at elevator opening. Remarks Placed by georgia buggy and manually consolidated. Sampled at 3 cubic yards. Please refer to field report #8091 DFR050208 -gn. Measurement Uncertainties: ASTM C -39 +1- 8% Forth 03101 Revision 3 Effective Date 6/12/01 The Home ion provided on this report is prepared for the exckmlve use of the dent This report may not be reproduced in any format without the written pens sebn of Ole dent and !Crean & Assod Reported Batch Data Design Actual Weights Weights Mix No. 5500 5500 Cem.lbs. 517 524 F. Ash lbs. C. agg. Ibs. 1 1936 1952 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1400 1382 Water lbs. 250 234 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 25 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80570 -1 5/9/2008 7 4.012 12.64 27400 2,170 1 MT 80570 -2 5/30/2008 28 4.012 12.64 46365 3,670 1 MT 80570 -3 6/27/2008 56 1 80570 -4 6/27/2008 56 1 80570 -5 80570 -6 80570 -7 80570 -7 Remarks Results Reviewed By vap Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Test Results Conforming Non - Conforming • Project No. 066 -08091 Cyl. Code 80569 Pour Date 5/2/2008 Report No. 8091CR050208 -gn -1 Weather Indoor Jurisdiction City of Tukwila Permit No. D07 -447 Project Forever 21 Engineer Location 836 Southcenter Mall Tukwila Architect Client J.R. Lennen Construction, Inc. Contractor Lennen Construction ■a:: Field Data Concrete X Other Supplier Old Castle Inspector George Naill Laboratory Data CYLINDER REPORT Plant No. Site Mix Y Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) Placement Area Location Stair intermediate landing support columns Remarks Mixed per manufacturers recommendations. Please refer to field report #8091 DFR050208 -gn. Reported Batch Data Mix No. Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Strength 7,000 @ 28 days Date Specimens Recrd. Design Actual Weights Weights Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80569 -1 5/9/2008 7 2.005 3.16 23485 7,440 1 MT 80569 -2 5/30/2008 28 1.999 3.12 29750 9,540 1 MT 80569 -3 5/30/2008 28 1.999 3.12 30610 9,810 1 MT 80569 -4 H 1 80569 -5 80569 -6 80569 -7 80569 -7 Remarks Results Reviewed By 4V4. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non- Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effect** Date 6/12/04 The tdomNtlon provided on this report is prepared for the *xdus** use of the dent. This report may not be reproduced In any boost Wined the written pern*sbn o(the dent and Krozan & Armonk Mei MI /WV Kra, z_ & ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 27, 2008 KA No. 066 - 008091 Permit No. D07 -447 Ms. Cara Lacy J.R. Lennen Construction, Inc. 1136 W. Fremont St. Stockton, CA 95203 RE: Special Inspection Forever 21 Tukwila, WA Dear Ms. Lacy, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 12 through May 16, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn . Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 OSl9l 1 FR Tanplam RECEWED 1 JUN 02 2008 cored, y DEVELOPMENT -- I�r azan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5-12 -08 PROJECT #: 066 -08091 PROJECT: Forever 21 INSPECTOR: G. Nail! Structural Steel FIELD REPORT NO.: 8091DFR051208 -gn CONTRACTOR: Lennen Construction PERMIT NO: D 07-447 LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Indoor TEMP: 70 F Arrived on site as requested by the contractor to Structural Steel inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans and specs. 2) Performed visual inspection of elevator support rail columns and roof level bracing connections which revealed the following: A) Roof level connections are complete and installed per plans and AWS D1.1 -06 *B) Level 2 connection has been installed with angle clips to existing beams above and below level 2 elev. T.S. column is discontinuous at beam and welded all around with' " fillet weld to beam and clip also the level 2 section of the column has been spliced at approx 18" above level 2 finish floor. Plan details require continuous columns uninterrupted with slip connections at the roof and level 2 elev. 3) Item 2B has been submitted to the E.O.R. for review contractor has been given a verbal approval and the hard copy of the RFI is forthcoming. This item remains outstanding as visually acceptable but final approval pending receipt of RFI. Equipment/Asset Number(s): To the best of my kn edge, the ab9Yt/AS El /WAS NOT ® performed in accordance with the approved p ans, specifications, and regulatory requirements. `Superi ent/R� jtative: ' Technician George Neill Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared tier the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. w�� $rASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 -16-08 PROJECT #: 066-08091 PROJECT: Forever 21 INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila Structural Steel FIELD REPORT NO.: 80911)t °'It051608 -gn CONTRACTOR: Lennen Construction PERMIT NO: D 07-447 KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Indoor TEMP: 70 F Arrived on site as requested by the contractor to Structural Steel inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans and specs. 2) Performed review of revised detail of elevator connections for level 2 detail 3/S3.0.0 revealed welding to be acceptable per new detail and is now in conformance to project plans and specs. 3) This report is intended to clear the previously discrepant status as reported of report 8091 DFRO51208 -gn. To the best of my knowledge, the above WAS ® / WAS NOT IS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician George Naill Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r.2 Effective Date. 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(r azaii & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13, 2008 KA No. 066 - 008091 RECEIVED MAY. 16 20081 COMMUNITY Ms. Cara Lacy DEVELOPMENT J.R. Lennen Construction, Inc. 1136 W. Fremont St. Stockton, CA 95203 RE: Special Inspection Forever 21 Tukwila, WA Dear Ms. Lacy, Permit No. D07 -447 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 2, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08001 DFR Template fi sr azata &ASsoclATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 -2 -08 CONTRACTOR: Lennen Construction PROJECT #: 066 -08091 PERMIT NO: D 07 -447 PROJECT: Forever 21 INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Reinforced Concrete 1) Met with the contractor to verify inspection and review plans and specs. t REPORT NO.: 8091DFR050208 -gn WEATHER: Indoor TEMP: 70 F Arrived on site as requested by the contractor to reinforced concrete inspection in conformance to project plans and specs. 2) Performed visual inspection of placement area for stairs treads and landing revealed mesh to be complete per plans and specs. 3) Monitored placement of 5•cy of Stoneway mix ID # 5500 for stairs, plumbing trench and column infills level 1 Sampled concrete at 3 cy and cast 1 set of (4) 4x8 test cylinders for compressive testing reference report 8091 CR050208 -gn -2 for test data. Concrete placement crew had added 25 gallons of water to the load however the allowable to be added on site was 14 gallons. 4) Monitored placement of base plate grouting for the stair intermediate landing support columns using Oldcastle High strength non shrink grout prepaired in conformance to the manufacturers recommendations. Verified placement area to be clean and free of debris prior to placement. Sampled grout and cast 1 set of (4) 2x4 test cylinders for compressive testing reference report 8091 CR050208 -gn -1 for test data. To the best of my knowledge, the above WAS 0 / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory require Superintendent/Representative: Technician George Neill Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced m any format without the written permission of the client and Krazan & Associates. a 1 &ASSOCIATES,INC. DATE: 5 -2 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066 -08091 PROJECT: Forever 21 LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL ® FIELD / SHOP WELDING ® V.T. Location: level 1 to level 2 ® Welder qualification/certification verified for: Puyallup office. Superintendent/Representative: CONTRACTOR: Lennen Construction PERMIT NO: D 07 -447 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Indoor TEMP: 70 F ❑ MATERIAL ID ❑ U.T. Item(s) inspected: Steel Stair Framing and decking Welded connections Position: FLAT VERTICAL HORIZONTAL OVERHEAD 0 Filler Metal: E71T- Process: ❑ 0 ❑ ❑ ❑ SMAW FCAW GMAW SAW Other: Weld Type: ® ❑ ❑ ❑ 0 FILLET C.P. P.P. PLUG Other: REPORT NO.: 8091SS050208 -gn ❑ M.T. ❑ P.T. Welder not on site at time of inspection Copy of WABO Cert to be submitted to Krazan Weld Size 0 0 ❑ ❑ ❑ 3/16" 1/4" 5/16" 3/8" Other: Codes: 0 ❑ 0 ❑ ❑ AWS AISC IBC ASME Other ® NOTES ❑ DISCREPANCIES ❑ % COMPLETE Welding was complete and visually acceptable per Plans and AWS D 1.1 -06, D 1.3 -04 Final acceptance pending receipt and review of WABO Welder Certs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem Technician: George Naill Offices Serving the Western United States Revision 2 05104 Welding Inspection Report.doc Effective Date IC:03 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. WM. 41111•Pit "Ma 01•11.4.13MaIN Dear Ms. Lacy, CC: City of Tukwila azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13, 2008 KA No. 066 - 008091 Permit No. D07 -447 Ms. Cara Lacy J.R. Lennen Construction, Inc. 1136 W. Fremont St. Stockton, CA 95203 RE: In Process Inspection Report Forever 21 Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08091 Break Template Project No. 066 -08091 Weather Indoor Project Forever 21 Location 836 Southcenter Mall Tukwila Client J.R. Lennen Construction, Inc. Field Data Concrete X Other Supplier Old Castle Inspector George Nail! Cyl. Code 80569 Pour Date Jurisdiction City of Tukwila Field Cure CYLINDER REPORT Plant No. Site Mix Y Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) Placement Area Location Stair intermediate landing support columns Remarks Mixed per manufacturers recommendations. Please refer to field report #8091 DFR050208 -gn. Design Strength 7,000 @ 28 days Laboratory Data Cyl. Test Code Date Age 80569 -1 5/9/2008 7 80569 -2 5/30/2008 28 80569 -3 5/30/2008 28 80569 -4 H 80569 -5 80569 -6 80569 -7 80569 -7 Remarks Results Reviewed By 1 (g Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C - 39 +1 8% Form 03101 Revision 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assocl: Max. Dim. Area C.F. Load 2.005 3.16 23485 5/2/2008 Report No. 8091CR050208 -gn -1 Permit No. D07 -447 Engineer Architect Contractor Lennen Construction Comp. Str. (psi) 7,440 Date Reviewed 3: Cone & Shear 4: Shear Reported Batch Data Design Weights Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Recd. Tested Break Set# By Type 1 MT 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 5: Columnar (Split) Test Results Conforming Non - Conforming Pxoject No. 066 -08091 Cyl. Code 80570 Pour Date 5/2/2008 Report No. 8091CR050208 -gn -2 Weather Indoor Jurisdiction City of Tukwila Permit No. D07 -447 Project Forever 21 Location 836 Southcenter Mall Tukwila Client J.R. Lennen Construction, Inc. Field Data Concrete X Other Supplier Stoneway Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:45am 440 935684 4 3/4 67 50 Inspector George Naill Laboratory Data 80570 -4 H 80570 -5 80570 -6 80570 -7 80570 -7 Remarks Results Reviewed By 7 0 Codes for Break Types: CYLINDER REPORT Plant No. 14 Site Mix Engineer Architect Contractor Lennen Construction Placement Area Location Stair treads and landing. Plumbing and column infills, level 2 infill at elevator opening. Remarks Placed by georgia buggy and manually consolidated. Sampled at 3 cubic yards. Please refer to field report #8091 DFR050208 -gn. Reported Batch Data Design Actual Weights Weights Mix No. 5500 5500 Cem.lbs. 517 524 F. Ash lbs. C. agg. lbs. 1 1936 1952 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1400 1382 Water lbs. 250 234 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 25 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80570 -1 5/9/2008 7 4.012 12.64 27400 2,170 1 MT 80570 -2 5/30/2008 28 1 80570 -3 5/30/2008 28 1 Date Reviewed 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +1 8% Fonn03101 Revision 3 Effective Date 5/1204 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any tonnet without the written permission of the client and Krazan & Assod: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming SAMPLE NUMBER DATE ME DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, PR S. I `/ TYPE BREAK* f 7 , s Lam- L -1.r /L 7w 2 ,F � �(/ ) /� O )( /2- 7 �J f 4 22- v O / J 7/23 Z 1 I 4 77S o �3 ,0 s 7/ 2 - — -X G G $- Sv 5 3 2 0 .S DATES1 _i s CE�RT 1 8. 3` 5 1 }f PRO FFJ,i.? 2, l LOCATI N C fir ruicivii BLDG.P ' �1 ' • •WNER W . ,. • - �/ � TEM @ - 701 2 A M. k P.M. EN �1 Q 1(*PA/3 0-5,5CC ic V • ` rl t (�C�CL'�'Vj CONTRACTOR E QME TIM . SLUMP 5 %AIR UNITWSF T, __""- YIELD r TEMPERATURE CON 3MR✓ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION I 29 1 9 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 (425) 823 -9800 EVERETT ReetNED COMPRESSION REPORT MAY 0 8 20061 COMMUNITY CLIENT: DEVELOPMENT ADDRESS: f .3 L) ► T" CITY, STATE, ZIP: r S 2 : ;d4 i W A ATTN SOURCE/SUPPLIER v' 14J 9vUUO/ CEMENT TYPE: jt SET `L. OF 1. CUBICYARDS PLACED t OF 0 Sampled as perASTM C -172 TRUCK # 4" t 4- TICKET NO. 37 MIX NO. '{ 753` 1 SET OF CUBICYARDS PLACED OF Sampled as perASTM C - 172 TRUCK # ASTM C -I43 ASTM C-231 TIME SLUMP %AIR UNITWT.,SF YIELD TEMPERATURE CONC. AIR ASTM C -143 ASTM C -231 TEST RESULTS APPLY ONETOTHE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 COPIES TO: ASTM C -I38 TICKET NO. MIX NO. ASTM C -138 ASTM C -138 ASTM C -138 �r3L 69 ,6 ASTM C -1064 ASTM C-I064 frha. ADMIX 3 INSPECTOR(S), NAME(S) PRINTED SIGNATURE -4111111 - .o// SIGNED BY SEE FIELD REPORT NO. 132.5 t 3 NO. REPORT 65342 ACTUAL BATCH WEIGHTS FOR LL 3 CY CEMENT C.AGG. C.AGG. FINE AGG. WATER TOTAL 550 t 090 CEMENT FLY ASH C.AGG. C.AGG. FINEAGG. 680 ADMIX I 1 3 OZ ADMIX. 1 ACTUAL BATCH WEIGHTS FOR CY WATER TOTAL I cast/cure O -C -617 sulfur cap • - C -1231 pad rap . *C -39 cylinder O - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes OZ ADMDC2 D 956 OZ ADMIX 01 OZ ADMIX 3 OZ Cascade Testing Equipment Identification: Stump Cone CSLC000 13 Thermometer CCT.HDOO A3 Air Meter CCOA100 O2C00000I O - CC000002 INITIAL CURE TEMP: HIGH /LOW or DESIGN STRENGTH (4QQP Q 0 INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 rr , ^ , ( 6 r PLACEMENT AREA & NOTES S Lc? am.) 1 �� I O� . �a ►AJ Q� �i CC SAMPLE NUMBER DATE MA DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S.I. TYPE BREAK* 7/ 2 z y E 4 - ' 9- z D 9' X /2 -; 7 4 2 L o c 4 E9 %S S 7/Z3 Z -2e 1 7/ 2. y ;- Z �-' s j TIME SLUMP 5 %AIR '— UNIT WT., SF YIELD TEMPERATURE CONc3 AIR✓ 1 T CLIENT: ADDRESS• r (° Li) . �� S CITY STATE, ZIP: j ��% t ' . LA/ A ATTN: TRUCK # ( 4 TICKET NO. ASTM C -143 ASTM C -231 SET OF CUBICYARDS PLACED OF TRUCK # TICKET NO. ASTM C -143 ASTM C -231 INITIAL CURE TEMP.: HIGH /LOW or CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORT 3 ASTM C -138 ASTM C -138 COPIES TO. , W 69 itrfrWE 1Ak1027 OENELOPM CEMENT TYPE: . 7C ;)Y SOURCE/SUPPLIER SET t OF l CUBICYARDS PLACED 10 OF 7 0 Sampled as per ASTM C -172 MIX NO. L 11-5 31i ASTM C -138 MIX NO. ASTM C -138 ASTM C -1064 Sampled as per ASTM C - 172 TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -1064 ADMIX.3 SEE FIELD 5 r* REPORT NO. 1 3 ( 3 EN DATE L 9 c o T ''o3`5 `i RO F-D CPUe/r LOCATI N 3 3olt-I lq cam' h1 (( OWNER TEMLA SON A.M. P.M. BLDG. PER WLHhjs i c e— ENNINEER 1 ho J5o1) L by 1/41 C $sCx ARC. TECT , V A5 UNI uc hay ( pct CONTRACTOR ACTUAL BATCH WEIGHTS FOR It CY CEMENT C.AGG. C.AGG. FINE AGG. WATER TOTAL 55 0 1040 •0:/ ADMIX. 1 ers- " . J ll OZ ADMIX. I ADMIX.2'J (J � 4 c 45 6 OZ ADMIX.2 OZ ADMIX.3 REPORT 6 5 4 2 NO. J ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL CY OZ OZ OZ. 11,.0 -3I cast/cure 0 - - 6I7 sulfur cap C 1231 pad cap *C -39 cylinder 0 - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 13 Thermometer CCTHDOO 13 Air Meter CCOA100 CCO n - C0001 0 - CC000002 DESIGN STRENGTH 1 000 1 06 - 0 INITIAL CURINGTEMP, NOT RECORDED PER 10.1.2 `- �n //�� tt , ^ � ( l ` ' PLACEMENT AREA & NOTES S ��-' �� � �1' �� �J� l �� �l . A)o �/+JQ S Gt L�C'�(�:CC TEST RESULTS APPLY ONETOTHE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE Lot • L .- -Aar' __S1GN_E(1�BY T CLIENT: ADDRESS• r (° Li) . �� S CITY STATE, ZIP: j ��% t ' . LA/ A ATTN: TRUCK # ( 4 TICKET NO. ASTM C -143 ASTM C -231 SET OF CUBICYARDS PLACED OF TRUCK # TICKET NO. ASTM C -143 ASTM C -231 INITIAL CURE TEMP.: HIGH /LOW or CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORT 3 ASTM C -138 ASTM C -138 COPIES TO. , W 69 itrfrWE 1Ak1027 OENELOPM CEMENT TYPE: . 7C ;)Y SOURCE/SUPPLIER SET t OF l CUBICYARDS PLACED 10 OF 7 0 Sampled as per ASTM C -172 MIX NO. L 11-5 31i ASTM C -138 MIX NO. ASTM C -138 ASTM C -1064 Sampled as per ASTM C - 172 TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -1064 ADMIX.3 SEE FIELD 5 r* REPORT NO. 1 3 ( 3 EN DATE L 9 c o T ''o3`5 `i RO F-D CPUe/r LOCATI N 3 3olt-I lq cam' h1 (( OWNER TEMLA SON A.M. P.M. BLDG. PER WLHhjs i c e— ENNINEER 1 ho J5o1) L by 1/41 C $sCx ARC. TECT , V A5 UNI uc hay ( pct CONTRACTOR ACTUAL BATCH WEIGHTS FOR It CY CEMENT C.AGG. C.AGG. FINE AGG. WATER TOTAL 55 0 1040 •0:/ ADMIX. 1 ers- " . J ll OZ ADMIX. I ADMIX.2'J (J � 4 c 45 6 OZ ADMIX.2 OZ ADMIX.3 REPORT 6 5 4 2 NO. J ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL CY OZ OZ OZ. 11,.0 -3I cast/cure 0 - - 6I7 sulfur cap C 1231 pad cap *C -39 cylinder 0 - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 13 Thermometer CCTHDOO 13 Air Meter CCOA100 CCO n - C0001 0 - CC000002 DESIGN STRENGTH 1 000 1 06 - 0 INITIAL CURINGTEMP, NOT RECORDED PER 10.1.2 `- �n //�� tt , ^ � ( l ` ' PLACEMENT AREA & NOTES S ��-' �� � �1' �� �J� l �� �l . A)o �/+JQ S Gt L�C'�(�:CC SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ.IN. TOTAL LOAD STRENGTH, P.S.I. TYPE BREAK* 6 1 /03 8 3 - 3 I q-7 1 1" )z-57 5 9 /10 970e S W/ 36 q - z-8 2 $ ( 74 s 7 o o 9 o S toye 4 -Z$ B l 7k710 G 26,c) S DATE -D I—C CE�j, b3_S 1 J PROJECT • r LocAin 5e /_ o _ ` mat( 1 b ,G`( t O / WWN ( EER � T / � flg 9 OWNER I i2 TEM @ Ivo P.M. EErscm 13,,m,,er 30Ss0 AR bT ciirekle fett3 CONTRACTOR TIME SLUMP %AIR UNITWT,SF - YIELD TEMPERATURE 13 0 '! e."--------- /- • CONWOAIRS SOURCE/SUPPLIER 14-- TRUCK # ASTM C -143 ASTM C -231 TEST RESULTS APPLY ONETOTHE ITEMS HEREINTESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION I2919 N.E. I26TH PLACE KIRKLAND.WASHINGTON 98034 ���� EVERETT COMPRESSION REPORT 30 2OO8 commuNiTy REVEL OOEgEIVT CLIENT. ADDRESS. ` 3(c, C.t) ' ' CITY, STATE, ZIP: , ( () A ` 3 ATTN ASTM C - 138 TICKET NO. MIX NO. ASTM C -143 ASTM C -231 ASTM C-I38 INSPECTOR SIGNATURE REVISED 12/07 �I SIGNED BY COPIES TO: L 1 1011/ t_ q/ " CEMENT SET t. OF \ CUBICYARDS PLACED OF 6 Sampled as perASTM C - 172 TRUCK # I t TICKET NO. i OL-- MIX NO. 3300 ASTM C -138 ASTM C -138 INSPECTOR(S), NAME(S) PRINT ASTM C -1064 SET OF CUBICYARDS PLACED OF Sampled as perASTM 0-172 TIME SLUMP %AIR UNIT WT„ SF YIELD TEMPERATURE CONC. AIR ASTM C -1064 ADMIX 3 INITIAL CURE TEMP.: HIGH /LOW or DESIGN STRENGTH INITIAL CURING TEMP, NOT RECORDED PER 10.12 5e14u SEE FIELD REPORT NO. , U 3 NO. 65335 ACTUAL BATCH / WEIGHTS FOR C7 CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER ADMIX. 1 ~ OZ ADMIX I ADMIX OZ ADMIX2 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ ADMIX3 OZ C -31 cast/cure O -C-6I7 sulfur cap S@..= C -1231 pad cap ! *C -39 cylinder O - *C-42 cores O - *C -1019 cmu grout Q *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 13 Thermometer CCTHDOO 0 Air Meter CCOA 1 00 ' CC000001 0 - CC000002 OZ OZ i�►gJti PLACEMENT AREA & NOTES 5 'Dv 8 ec 4 on 8 VJa I(S OP L-Lo/dp1' r� --5711 - r` St"a u rs SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 61103 S 3 -3 I y -7 I I" )i-57' .3 /10 9704 S lny636 y -ZS 2_ 6 4 -z .2 DATE 3 4J �- � CE V3 _5 I %AIR PROJECT YIELD LOCAT 6 50v -r1 9 11 4 lets JDGgRM4V �J �J'< J OWNER / SF ✓ H � TEMSg © t' W J too PM t J E" I I /, 1 /, R 3 �„'etr 30650 CONTRACTOR TIME SLUMP %AIR UNIT WT YIELD TEMPERATURES 30 '1 ,-----"- / SF ✓ ' CONc6OAIR5 V tip 1 2003 CLIENT: ADDRESS ` 3C0 c.C) L6P.I>kg47 CITY, STATE, ZIP: _ ( CA ATTN r SOURCE/SUPPLIER lei SET k. OF CUBICYARDS PLACED 6 OF 6 TRUCK # = L i TICKET NO. 1 Q 23 02. ASTM C -143 ASTM C -231 SET OF CUBICYARDS PLACED OF ASTM C -143 -0 (` SI"a TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORT,,,. ,.. ink fIrn ASTM C -138 ASTM C-I38 TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -231 ASTM C -138 ASTM C -138 B. INITIAL CURINGTEMP, NOT RECORDED PER 10.1.2 CEMENTTYPE: (425) 823-9800 (425) 259-0817 Sampled as perASTM C -172 MIX NO. 3 300 INSPECTOR(S), NAME(S) PRINT INSPECTOR SIGNATURE REVISED 12/07 SIGNED BY COPIES TO LC' i ASTM C -1064 Sampled as perASTM C -172 ASTM C -1064 SEE FIELD REPORT NO. C , D 3 NO. 6 5 3 3 5 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL Inu 75 t L ip 930 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL ADMIX. I 01 ADMIX 1 ADMIX OZ. ADMIX OZ ADMIX OZ ADMIX /I - 3I cast/cure 0 -C -617 sulfur cap s@„- C -I231 pad cap _C -39 cylinder O - *C-42 cores 0 - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identificauon: Stump Cone CSLC000 j Thermometer CCTHDOO 13 Air Meter CCOA100 S CC000001 ^^ O - CC000002 INmAL CURETEMP.:HIGH /LOW or DESIGN STRENGTH Per M� r•� t � - ' ^����a OZ OZ ` CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 1 2 5 0 3 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT Dar -3 i _ O CEFiT. NO. 0203 '1 R Es. Cti E15 817 FIELD R EPORT APR 14 Zoos' +. ■ - .. ` 1U NITY To- L� C6ti.bk • DE1 CIOPOE/NT PROJECT o - 1 LOCATION 236 �S0�e '�'t6 lik I( 1 I V � c.4) • -S4- . BLDO N OWNER [ C / w a 3 1 4 , 45 k C�te-,- S v @ PM ENGINEER ATTN: ARCHITECT +_ WSi iitdi CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD RESTEEL/CONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY STR.ST/WELDING — EPDXY — STR.ST/BOLTING — OTHER ITEMS INSPECTED FOUNDATIONS FOOTINGS 4- 'SLAB P I_ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS ) // __ 'A n - 1 as '� ( L ATION (AREAS) r5 L /r' � Y� . 8 evNa_ wai, Vs `�i"'f+l'r e-La� r 0 0- 4 p 1ootrI9 S 4)0"r + )NCRETEIMASONRY MIX NO. 3300 DES N STRENGTH (Pc) SUPPUER ' TOTAL CU. YD. PLACED SLUMP (INCHES) 4 3 A � /) SPECIMENS CAST 3 4 _ ' AIR CONTENT ( %) CYUNDER REPORT NO. YES _ NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: Pic( a k VJ tie& c, eC6 1 -D ., ; •, tOvrect. i t s, etc( cap goA_ C fefzit yvc22 tow_ coo cit - _ wc6 placed) by vatk6e( bcavao c7,,c . < TAluc:z? c( MA r tOnA:Cs:J TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12107 INSPECTOR(S), NAME(S) PRI INSPECTOR SIGNATURE SIGNED BY COPIES TO: L.► / IrGat 1Tli/ T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 13 2 513 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 re r."I;( $00 EVERETT 817 DATE f � � d CERT. NO. 0803 ✓ 5'- FIELD REPORTAPR 14 2008 0 MPI�N TO: 1,.0A ‘^- - c _ PROJECT rPr ea..A LOCATION 06 3ciallice4fee 04(M, A '-.1- /1 .3� w- • BLDG. PERMIT NO. OWNER W✓ ',�� A EAATHER TEMP. '7A.0 AM ENGINEER ' fi40T60TJ Ex 4 czgioc ATTN: ARCHITECT L, ,�(� Y ONWJ O1C 01( (T "1 CONTRACTOR (2) INSPECTION PERFORMED _ LATERAL WOOD RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING — — EPDXY — STR.ST/BOLTING OTHER (3) ITEMS INSPECTED — FOUNDATIONS ,�,,,�,,,., ��,nn FOOTINGS $ SLAB V ., _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — ( 4 LOCATION (AREAS) 5 ow � e 0 -9 b1/4417 l8) CONCRETE/MASONRY MIX NO. I I1 DESIGN STRENGTH (Pc) 1 STsAdl J TOTAL CU. YD. PLACED SUPPLIER 'I .) 'i SPECIMENS CAST 3 - `i' ` 14)f �` SLUMP (INCHES) CYLINDER REPORT NO. (�.S 34 2 , AIR CONTENT ( %) 1 YES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: L4 U ' /Q 1 C&CQA ceccor& aftroA, p taios + CeG V l C.011e J q•v GtQ c,,1 1rJUP Anna aC RAA rairiPte tvP p Iar?pc :toy p TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 COPIES TO 4 7 1-1414 47f//, INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE 4 SIGNED BY ■ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 171,;, 1..nCi...n 3 -9800 EVERETT iw '4259 -0817 R 1 4 2000 FIELD REPOR ( .. . .,fY D;, i ", PIVIENT . PREVIOUS 131826 REPORT No. No DATE 3- 255- ag CERT. a X0 - 559 ERT. NO. TO: 1–e4A.A.A-CCVN P ROJECT belle 21 LOCATION , 3G s o I,t4-ks.e ,.4, 4, I1 3(d t.0, gic- BLDG. PERMIT NO. 007- -9E4-7' OWNER CA,k. 6 5—c203 f WEATHE TEMP. AM PM ENGINEER Theseson SaKee Assoc. ARCHITECT Arck /'iyy13li Arck CONTRACTOR t e t) vi e v8 ( INSPECTION PERFORMED RESTEEUCONCRETE LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS -- FOUNDATIONS _ SLAB _ RESTEEL ONLY _ _ RESTEEUMASONRY STR.ST/WELDING _ COLUMNS — WALLS — BEAMS — 34 EPDXY OTHER _ STR.ST/BOLTING — — (4 LOCATION (AREAS) 0 ). S /ct .h 111 ?c 1 J i w% 17 / 1 Y1 e_ +0 is' /,',1c �D A //pie vo CONCRETE/MASONRY SUPPLIER MIX NO. C DESIGN STRENGTH (Vc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( 'rI SPECIMENS CAST %) CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS — — REMARKS: '4 I/ NOle5 4 1742W/1_, 5%.2 , r iv Pokes 13rIA 5 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO: Ile a i y 5 ei- 0/0 4. h deztv eap t 5 6e`` 7/t' 54 / // h 4-c, i .S,'vn pso kl 5' ov y, /.o %s .';/ /e G /2," oc, Project Info Project Address 633 Southcenter Parkway Date 11/13/2007 Space *1145 For Building Department Use FILE COPY p Tukwila, WA 98188 -2888 Applicant Name: Forever 21 Applicant Address: 2001 s. Alameda Street, Los Angeles, CA 90058 Applicant Phone: (213) 747 -2121 F 'r"' ... Ft � Project Description Non -sales Area Plans ❑Plans Induded ` requirements. New Buildin Addition � Alteration ❑ Building ❑ Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Sales Area Retail 1.50 24997.0 37495.5 Non -sales Area Storage Areas 0.50 1634.0 817.0 Sales Area Additional Lighting 1.50 24997.0 37495.5 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 75808.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area AA: 6" recessed compact fluorescent 244 36.0 8784.0 Sales Area AD: MR16 adjustable halogen downlight 24 50.0 1200.0 Sales Area r AF: 6" PAR38 recessed incandescent S F�LUVTE' V j 7 " FOR ��.�� 45.0 180.0 Sales Area A116: 3 multi -spot adjustable metal hal ODE CON t'LJ. '' 1NcE4 117.0 28899.0 Sales Area AK: 3" low voltage recessed halogen --„,7'"P7) 3 37.0 1443.0 Sales Area B: 6" PAR38 recessed incandescent 1 50.0 900.0 Sales Area BA1: custom chandelier, incandescent FFF:� � '� 7f'•f� 60.0 2340.0 Sales Area FBFL: T8 hidden fluorescent 32.0 992.0 sales Area G3: custom chandelier, incandscent t l 25.0 400.0 Sales Area G7: custom chandelier, incandscent y l r•i T7it ) t u.:vr'j )u _ 25.0 600.0 Sales Area LG -2: custom chandelier, incandscent ((�+ U JIL ) 1 `t G .f. , I� . /I� � 4 25.0 600. 0 Sales Area Track: 50 watts / linear ft. 490 50.0 24500.0 Sales Area G: custom chandeleir 75 25.0 1875.0 Sales Area W: custom incandescent metal wall. sconce 4 25.0 100.0 Sales Area XA: recessed metal halide 3 70.0 210.0 Sales Area Y4: 4' flexible flourescent strip RECEIVED 30 9.0 270.0 Non -Sales Area FB1: (2) 4' linear fluorescent strips CITY 01- r� i UKW' A 20 64.0 1280.0 Sales Area AB: 6" recessed compact fluorescent DEC 0 6 2001 19 36.0 684.0 Sales Area LG -3: 6" custom chandeleir 3 i ER 40.0 120.0 Sales Area PCKiiiIT XA: recessed HID .."'EN 4 70.0 280.0 Non -Sales Area X: Restroom compact fluorescent light with fan. 2 26.0 52.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 75709.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Fonns Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage P01-14141. 2006 Washington State Nonresidential Energy Code Compliance Form Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp 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 /Fbxture, 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. `EXPIRES 7 /3 /oq EXPIRES SEP 0 3 2009 Use' LPA` (W/s4 Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers_ 1.2 Gymnasia', assembly spaces' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hail'•' 2.0 Workshops 1.4 Laboratory spaces (all spaces not dassified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist L ighting e Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture Fixtures: answer Is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Cleary 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. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Liahtina Power Allowance (LPA 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 wIft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 633 Southcenter Parkway 'Date 11/13/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local controVaccess Schedule with type, indicate locations E2.1.0 n.a. 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E2.1.0 yes vertical glazing Indicate vertical glazing on plans E2.1.1 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations 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) yea I 1514 IMax. watts 'Indicate watts for each exit sign 1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yea 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) yea I 1511 IEiec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or 2006 Washington State Nonresidential Ener. Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low- light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over - ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). 4 January 29, 2008 James Matthews Express Permits 1327 Post Avenue, Suite H Torrance, CA 90501 Dear Mr. Matthews, Sincerely, C 6lak- Brenda. Holt Permit Coordinator encl File No. D07 -447 City of Tuk,V ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -447 Forever 21- 836 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. P:\Permit Center \Correction Letters\2007\D07 -447 Correction UT #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: January 25, 2008 Project Name: Forever 21 Permit #: D07 -447 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a special inspection schedule for concrete and steel construction for this permit. (IBC Section 1705) 2. Provide engineers structural calculations for the structural drawings. Calculations shall be wet stamped and signed by the engineer. 3. At least one drinking fountain shall be required for each level where the occupant load exceeds 30 and one additional for occupant loads over 150. Please provide for two drinking fountains for each level. Drinking fountains shall meet barrier free requirements. (IBC 2903.4.1, 2903.4.2 & 2003 ANSI 305) 4. Show an 18 inch vertical grab bar at the side of the ADA toilet. (2003 ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. December 12, 2007 James Matthews 1327 Post Av, Ste H Torrance CA 90501 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -447 Forever 21— 836 Southcenter Py Dear Mr. Matthews, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 6, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: David Larson at 206 431 -3678 if you have any questions concerning the following comment. 1. Provide means of egress plan per IBC 106.1.2. Show fire wall assembly and listing number for tenant demising walls and corridor demising walls. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal. Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: D07 -447 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Permit Center\incomplete Letters\2007\D07 -447 Incomplete Ltr #1.DOC jem Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 7, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review Forever 21, 836 Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Erik Barth Project Manager Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination W stfie k[ Westfield, LLC 633 Southcenter Mall Trailer #3 Seattle, WA 98188 Telephone (206) 802 -6010 Facsimile (206) 246 -7043 __ RECEIVED OF TUM,MILA F EB 07 2008 PEHMI r CENTER Oi MINvV/ac14 — Anusr 03/04/2008 Tukwila Building Division/Permit Center 6300 South center Bl, Suite 100 Tukwila, WA 98188 This condition is hereby acknowledged by: Tenant improvement permit for XXI Forever 21, Tukwila Permit No. D07 447 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy 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 Buildipg Division. Title': Tenant Name: 2 RECE "C„► MAR 05 loud PERMIT LEI i +: 2001 South Alameda Street, Los Angeles, CA 90058 Tel: (213) 741 -5100 Fax: (213) 711 -5105 Sent By: EXPRESS PERMITS is FASTER; he Nr10111A9 -13d 1002 99 MO Vll'vly111l.JO Mj3 a3A1333a zammentwompvi 3103280336; Dec -6 -07 12:38PA • ...'U0[SL%!P nom.. .UO p AT suit I- ' '13! d n$' :,novistA . ! ;.Ioti I . ' pa 3 ( . 10g' uaria '2-) *111141103601 IlAtUddg pus *mod Rte D itAtimVit110fp2dOt p srd :u0WPtil 91 * 1 404 wiic4 firq s pam ss! sI . 4131:W14a ) ;L `'s; `i Z sans >3 ,off ituzzod WZQUAMOk 114 yr eub.L $81$6 tit ► `af!.!. OM Min. 113. Mos 000 mula uresd., uoI IAEQ 314437 3 Butitiliu, LOOt `9 i4 U 'agE 1 '2 ACTIVITY NUMBER: D07 -447 PROJECT NAME: FOREVER 21 SITE ADDRESS: 836 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -07 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: u in I '' vlslo Public Works ❑ 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 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions ❑ ❑ Permit Coordinator DUE DATE: 02-12-08 No further Review Required DATE: DATE: Planning Division Not Applicable ❑ n DUE DATE: 03-11-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -447 DATE: 01 -17 -08 PROJECT NAME: FOREVER 21 SITE ADDRESS: 836 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui • g !visi Public Works ❑ Complete Comments: PERMIT COORD COP T;,_ PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 01-22-08 DATE: DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 02 -19-08 Approved n Approved with Conditions ❑ Not Approved (attach comments) wr Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: — Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 ACTIVITY NUMBER: D07 -447 PROJECT NAME: FOREVER 21 SITE ADDRESS: 836 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 12- 06 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 2 ✓ � I �� BUlfdlti'g Drivlslon Public Works 6 04 --12- I - 1 D ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 1:1 Fire ❑ Ping ❑ PW ❑ Staff Initial � S: W` TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP !�Il k"i( ii 1 Fire Prevention Structural Incomplete LETTER OF COMPLETENESS MAILED: DATE: DATE: al li'ii g Division ❑ Permit Coordinator No further Review Required DUE DATE: 12-11 -07 Not Applicable ❑ DUE DATE: 01 -08-08 i Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: 27 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: /fwww.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Plan Check/Permit Number: 1 - 44 ❑ Response to Incomplete Letter # f Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEfVED CITY or 1~1 ffrANIL FEB 0 7 2008 PERMIT CENTER Project Name: 1x'ed e.,t Z Project Address: ( 6 3( SOU ' AAA 11 TU kw k t LA) A, it ) RS' Contact Person: >♦Ct,. Cm„ Phone Number: GI 6 - "4,‘ a* i 1 Summary of Revision: c J pefiieS 1 nc ,n% cvricre s 1 { ; l hertr; S S.(,e.0 a; _ Lb dr„16v Du n .`1 rt cel E.Azit U lb .by l n r .lq Tab bar GHQ. .1-73 Ao.o.o• Ab.l.l• AL IA. AL. i.z. At. 3.2' Sh Number(, A 4.l.D. 10. 14-z. 1t-a. S1 _o .0' •••t.o.o rlilm OP-. 1.0* 1.D. b• 8 LLD. e[.Z.o. "Cloud" or highlight all arias of reviskn inhuding drite ''revision ' Received at the City of Tulcwila Permit Center by: (AkkiliA Entered in Permits Plus on t 0 4V9 lepplications\fozms- applications on Interevision submittal Created: 1-13-2004 Qom• r L 21 I , ..;.. all C )1: ..-te! Phone Nurinbez-: S ; t O . Pd.e.e+ / ) b re 5 Reel. P./ . r r i . , "tf, , - • /•• • i ' t a. To C 17 A— il 5., il`: ttti. • ke,g1,21;: (.1 r rertsion zt. ' ' 7: Crt 34.3 04 !".cv :ed )ftc *no 'City of Tv rtynent of Con Southeenter Boiless Washington 98 206-431-3670 206-431-3665' , e. 1 .: flittp.../40vjtelt I : LL e submI#€dInpe nke t Center. .! the n?E:11, :.x, c. ' • i" ved : the City al Tukwila Permit Center Ere:t it h.Pita3 on 6 (14:1 Vali 1ZZ Zi721 i7rz;Ale■fliriCTI submittal wiy opment 1, Suite 18 twilawc,1:s In Tite Letter # I „ Permit is Issued : ; a City Building Ir pect-ir F.;xerainer D ,rk., "•; 4 / "i V / r., e u r t- tr ring date 6 irev Mr.yOr Dit nor neceiveD JAN 17 20 rJEFimli jpJ - P C 4. 1. r , ;,c3013 COLE rf;l: iIJidd HdX3 J1 lugs 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 1 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 v 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 Prp o,r Type 4t/1 i wT II WT Ar 1 145 property Street Address I<W1U w Velb8 city state owner' Name I Subdivision Name Lot # Subdiv. # Block # Building Name fr14,40L/ �/ (i a pplicable) (743_)7 'I I • Fr V612 S'I Owners Phone Numb r (w h Are Code) City or Sewer District I" v few/ • LA— ( 100 ) _�� �{� / � / I/5 • tvehTm u2 Date of Connection Property Contact Phone ber (with Area Code) G Side Sewer Permit # Owner's Mailing � • /j Z4 , /y� Demolition of pre- existing building? ❑ Yes 9kNo 1 fv� toil ► fr �!"� � �J"1 / Qa enA Type of building demolished T- W_ Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = RCE 10boy 111051 20 For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) 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) A B RCE King County Department of Natural Resources and Parks RCE RECEIVED CITY OF TUKvviLA DEC 06 2001 pEHMIT CEN I ER 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. The charge is collected semi- annually. 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 -17 I certify that the information given is correct. I understand that the capa 'ty charge levied will be based on this information and any deviation will require resubmission of corm(: deter 'na I• of a revised capacity charge. :� .. Signature of Owner /Representative _ = Date /f 20- 0 Print Name of Owner /Representative tiA &Oita. ' ' J f7 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer License Information License JRLENC *990JZ Licensee Name J R LENNEN CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602110280 Ind. Ins. Account Id #2 Business Type INDIVIDUAL Address 1 1136 W FREMONT STREET Address 2 City STOCKTON County OUT OF STATE State CA Zip 95203 Phone 2099339000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/9/2001 Expiration Date 2/6 /2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SD0946 02/03/2002 Until Cancelled $12,000.00 02/06/2002 #1 CBIC SD0946 04/04/2001 02/03/2002 $6,000.00 04/09/2001 Business Owner Information Name Role Effective Date Expiration Date LENNEN, JACK R OWNER 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= JRLENC *990JZ 03/04/2008 PLAN CHECK RESPONSE, / I \ OI /O1/O8 F2I 4 LANDLORD GOMMENT 02 /o1/OSPLAN GHEGK RESPONSE (2) Sheet Title COVER SHEET RECEIVED CITY OF TIUKwLA FEB 0 7 2008 PL HMI 1 CENTER Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE i Sheet No. AO.O.O 0 0 0 0 0 0 0 F O F EV 0 1) z • 0 • 0 0 0 • 0 0 • • O • 0 • 0 0 • 0 0 0 • 0 • 0 0 • • • 0 • • 0 O 0 • 0 0 0 0 • 0 0 • • 0 0 • • 0 NOT USED • 0 • 0 • 0 0 0 0 • • 0 0 0 0 0 0 • 0 O 0 0 • O 0 0 • 0 • 0 0 • 0 • O • 0 0 0 O • 0 • 0 0 _1 1- z tu • 0 • 0 • O • • 0 0 0 0 0 • 0 O 0 • • 0 • 0 • z 0 1- DIVISION 1 - GENERAL REQUIREMENTS A. PERMITS, FEES, AND INSURANCE 5. TEMPORARY UTILITIES G. PROFESSIONAL GLEANING D. CERTIFICATE OF OCCUPANCY E. TRASH REMOVAL DIVISION 2 - SITE WORK A. SELECTIVE DEMOLITION B. TEMPORARY BARRICADES DIVISION 3 - CONCRETE A. CONCRETE SLAB OR INFILL AT: B. FLOOR GUTTING AND /OR GORE DRILLING DIVISION 4 - MASONARY A. THIN BRICK VENEER (INTERIOR 4 STOREFRONT) DIVISION 5 - METALS L METAL STUDS, TRACK, AND FASTNERS A. LIGHT GAUGE FRAMING B. STOREFRONT SUPPORT FRAMING G. __MISCELLANEOUS METALS D. GOLD ROLLED CHANNELS AND TUBES E, FITTING ROOM PARTITION F. STOREFRONT WINDOW FRAME H. FITTING ROOM HANGER B]MR I. HOLD AREA PARTITION J. METAL FRAMES FOR MIRROiR'S@ SALES $ FITTING ROOM K. SUSP. THREADED RODS FOR UPPORTING TRACK LIGHTS L. HORIZ. PIPE FOR TRACK L1615 M. METAL BRACKETS TO SUPPORJ LILT TRACKS N. STOREFRONT STEEL 2X4 GOLU1'INS AND TOP HEADER Q. WALL STANDARDS AND FIXTURE STANDARDS R. MILLWORK STANDARDS . 5. CURTAIN ROD TRACKS T. FAGEOUTS, BARS, BRACKETS, ETC. FOR FIXTURES U. CUSTOM METAL FLOOR FIXTURES Iq 14 g DIVISION 6 - WOOD AND PLASTICS A. FINISH CARPENTRY I. ALL REQUIRED FASTENERS B. WOOD TREATMENT I. FIRE RETARDFNT LUMBER G. ARCHITECTURAL WOODWORK I_ UNLOAD AND UNGRATED WALL FIXTURES 2, CUSTOM WALL FIXTURES AND CABINETS 3. GASHWRAP, BAGKWRAP, 4 DISPLAY FIXTURES 5. STOREFRONT CONSTRUCTION a. FITTING RooM BENCH, HG 12. STOREFRONT GAST COLUMNS 13. GAST COLUMN 4 GAST GONIGAL TOP CROWNS FOR INTERIOR COLUMN DIVISION - I- THERMAL AND MOISTURE PROTECTION A. INSULATION 1. SOUND ATTENUATION BLANKETS 2. BUILDING INSULAIQN B. MEMBRANE WATERPROOFING (I.E. TOILET) G. _ ROOF PENETRATION, GIJRBING, AND FLASHING D. SEALANTS AND CAULKIN E. SPRAY ON FIREPROO (PER CODE AND L.L. SPEC.) F. ROOF GUTTING, PATCH $ REPAIRS G. ROOF TOP EQUIFMENTWATER PROOFING DIVISION 8 - DOORS AND WINDOWS A. INTERIOR WOOD DOORS, FR' TMES, AND HARDWARE I. FLUSH TYPE WOOD DOO Ra a B. SPECIAL DOORS I. RATED METAL DOORS ANL? FRAMES 2. REAR SERVICE DOOR(5) 6ND FRAME 3. STOREFRONT STEEL FRA1 lE DOORS G. HARDWARE AND SPECIALTIES I. ALL HARDWARE FOR DOORS OTHER THAN STRFRONT 2: SERVICE DOOR ALARM AND EXIT DEVICE SYSTEMS 3. STOREFRONT HARDWARE D. WINDOWS I. STOREFRONT WINDOW METAL FRAME E. GLAZING I. TEMPERED STOREFRONT GLAZING 2. 1/4 1 "MIRRORS FOR FITTING ROOM AND SALES 4_. PUTTY @ STOREFRONT WINDOW DOOR FRAME ISO DIVISION q - FINISHES A. GYPSUM WALLBOARD AND ACCESSORIES I. INTERIOR PARTITIONS- FRAMING AND GYP. Bp. 2. RATED PARTITIONS- FRAMING AND GYP. BD. 3, DEMISING PARTITIONS- FRAMING AND GYP. BD. WORK DONE BY APPROVED L.L. CONTRACTOR AT TENANT'S GENERAL CONTRACTOR'S EXPENSE. EXISTING DOOR BY L.L. CONTRACTOR TO PROVIDE LOCK AND EXIT DEVICES AS SPIGIFIED. AUTOMATIC SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT AND L.L INSURANCE GO. FOR REVIEW AND APPROVAL. AND L.L INSURANCE CO. DESIGN AND INSTALLATION SHALL CON TO NFPA STANDARDS. AUTOMATIC FIRE DETECTION AND ALARM SYSTEM PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA STANDARDS AND NATIONAL ELECTRICAL CODE, AND STATE FIRE MARSHALL REGULATIONS. CONNECTION TO L.L MALL SYSTEM REQUIRED. GENERAL CONTRACTOR TO VERIFY EXISTING. IF MISSING, PROVIDE NEW PER CODE AND DESIGN MANUAL GENERAL CONTRACTOR TO PROVIDE ELECTRICAL J -PDX PER ELECT. DRAWINS. G.G. TO COORDINATE WITH SECURITY COMPANY. GENERAL CONTRACTOR TO COORDINATE. GENERAL CONTRACTOR TO PROVIDE PROPER BLOCKING. GENERAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLET INSIDE. GENERAL GONTRAGTOR TO PROVIDE NEW IF NOT UP TO HDGP CODE. G CONTRACTOR TO PROVIDE NEW IF NOT EXISTING. GLAZING, PAINT, AND PUTTY BY G ENERAL CONTRACTOR, GENERAL CONTRACTOR TO VERIFY WITH MALL IF REQUIRED. ALL DUCTWORK IN SALES AREA TO BE EXPOSED SPIRAL DUGT5, PAINTED PT -I. EXISTING DUCTS TO BE LOWERED OR RAISED TO BE BELOW FINISHED CEILING AS REQUIRED. • 0 0 a N 1- • • 0 • 0 0 • 0 • 0 O 0 • O � 0 0 • • • 0 • • • 0 0 • 0 • 0 0 0 • 0 0 0 • O 0 O 0 0 • e O 0 • • 0 0 0 0 0 0 21 HEIGHT OF ALL EXIST. MALL DUCTS TO BE VERIFIED BY GONTRAGTOR BEFORE BIDDING AND TO BE RAISED OR MOVED TO ABOVE NEW CEILING AT CONTRACTOR'S EXPENSE AS REQUIRED 22 G.G. TO PROVIDE FOLLOWING GABLES; - CCTV CAMERA : PLENUM R6'51 /182 UNSH CCTV COMBO SIAMESE COAX / 182 UNSHIELD - VIDEO : PLENUM RGS / GATV- }NHT -GOMMS COAX - DATA : PLENUM GATE IOOMHZ PLENUM GATE CONTACT : BEACH WIRE 4 GABLE TEL : 800) 3O1-2322 FAX 114) 8 -6603 JIM QUESENBERRY 2 z 1 0 0 0 Iq GENERAL CONTRACTOR TO COORDINATE WITH SUPPLIER. 20 GENERAL CONTRACTOR TO COORDINATE WITH OWNER. • 0 • • 0 0 • 0 0 • 0 0 • 0 IT ALL SPRINKLER LINES IN SALES AREAS TO BE EXPOSED BELOW CEILING- PAINTED PT -I. IF EXISTING SPRINKLER LINE 15 ABOVE CEILING, DROP THE HEADS ONLY. 18 VERIFY WITH LANDLORD. J 1- z 0 0 0 • 0 O 0 0 0 • • O 0 • 0 • • 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 • • 0 • • • 0 O • • 5. ALL REQUIRED ACCESS PANELS TO LIGHTS, HVAG OR ANY OTHER ATTIC SPACE 6. FIRESTOPS B. SUSPENDED GYP. BD. CEILING AND FRAMING SYSTEM G. A,GGOU;,TIGAL TILE &OILING DIVISION 10 - SPECIALTIES DIVISION II - EQUIPMENT A. MUSIC- AUDIO EQUIPMENT 5. SPEAKERS DIVISION 12 - FURNISHINGS A. CABINETS AND STORAGE I. STOCKROOM, SHELVING UNITS, AND DESK B. FURNITURE I. SALES AND NONSALES G. ALL DRAPERY AND PROPS D. SPECIALTY DISPLAY I. STOCK ROOM HARDWARE DIVISION 13 - SPECIAL CONSTRUCTION NO WORK DIVISION 14 D. PAINTING AND STAINING I. ALL WALLS , CEILING 4STOEFRONT FRAMES PAINTING 2. PAINTING OF BRICK E. FLOORING SYSTEMS I. MALL TILE EXTENSION AT STOREFRONT 2. REDUCER AND TRANSITION STRIPS 3. SHEET VINYL FLOORING AT REST 1 /'1'ZDE1( FLOORING .2':.TE11 AND GUTTING 1 TILE AT �TOREPRONT ENTRY` AND D>•Z1;:f IP:G AREA, G CAfZrtT AT :TCRAGE 7. CARPET AT DRL:f INLL; RCOMG 8. WOOD FLOORING q. TERRAZZO TILE FLOORING F. ARCHITECTURAL COATING G. FIBER REINFORCED PANELS H. VINYL BASE J. STEEL BASE AT STOREFRONT K. SONOTUBE COLUMN COVERS AT RETAIL L. WOOD BASE A. IDENTIFYING DEVICES I. STOREFRONT SIGNAGE 2. SERVICE DOOR IDENTIFICATION 3, HANDICAP ACCESSIBILITY SIGNAGE 4. INTERIOR SIGNAGE B. FIRE EXTINGUISHERS G. TOILET ROOMS AND MISCELLANEOUS HOOKS D. TOILET ROOM ACCESSORIES UNDER THIS SECTION - CONVEYING SYSTEMS NO WORK UNDER THIS SECTION DIVISION 15 - MECHANICAL A. B. G. D. E. F. G. H. J. K. L. H.V.A.C. HEATING AND COOLING UNITS H_V.A.G. DUCTWORK SPRINKLER (NEW) SPRINKLER (EXISTING TO REWORKED) PLUMBING I. TOILET ROOM FIXTURES AND ACCESSORIES (HG) WATER METER WATER TO LEASESPAGE SEWER TO LEASESPAGE EXHAUST FAN DUCTWORK AND VENTS SUPPLY AND RETURN REGISTERS FIRE SPRINKLER PLAN APPROVAL 13 13 13 0 0 DIVISION 16 - ELECTRICAL A. LIGHTING SYSTEMS I. INCANDESCENT LIGHT FIXTURES 2. DECORATIVE LIGHT FIXTURES 3. FLUORSGENT LIGHTING 4. TOILET ROOM LIGHTING AND EXHAUST 5. EXIT AND EMERGENCY LIGHTING B. POWER SYSTEM I. LANDLORD'S MAIN DISTRIBUTION PANEL 2_ MAIN SERVICE CONDUIT 3. MAIN SERVICE WIRING 4. TENANT'S DISTRIBUTION PANEL 5. TENANT'S TRANSFORMER 6. OUTLETS, SWITCHES, WIRING, AND CONDUITS 1. FINAL ELECTRICAL CONNECTION (FOR FIXTURE) G. TELEPHONE I. TELEPHONE OUTLETS 2. CONDUIT AND PULL STRINGS FOR TELEPHONE WIRES 5. TELEPHONE SYSTEM D. SECURITY /SYSTEM I. CONDUIT AND PULL STRINGS FOR SECURITY SYSTEM 2. SECURITY SYSTEM- EQUIPMENT AND HOOK -UP 0 3_ SENSOR EQUIPMENT 4. 5URGLER ALARM SYSTEM AND CONDUIT E. FIRE ALARM SYSTEM 4 CONDUIT F. COMMUNICATIONS I. HOME RUN WIRING FOR STEREO SYSTEM 3. CAMERA AND G-FHONE HOME RUN WIRING CONDUITS AND J BOXES TO STORAGE ROOM RESPONSIBILITY SCHEDULE 8 AND < ANGLE AT CENTER LINE O DIAMETER # POUND OR NUMBER ACOUS. ACOUSTICAL ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AL. ALUMINUM ARCH. ARCHITECTURAL SD. BOARD BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM SOT. BOTTOM GEM. CEMENT CLG. CEILING CI-KG. CAULKING CUR.. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DBL. DOUBLE DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN. DOWN DR. DOOR DWG. DRAWING (E) EXISTING E.P. ELECTRICAL PANEL BOARD EA. EACH ELEV. ELEVATION ELEC. ELECTRICAL EMERG. EMERGENCY Ea. EQUAL F.E. FIRE EXTINGUISHER F.O. FACE OF F.R. FIRE RETARDANT FIN. FINISH FL. FLOOR FLUOR. FLUORESCENT FT. FOOT, FEET G.B. GRAB BAR GA. GAUGE GL. GLASS GYP. GYPSUM HG. HANDICAPPED HDWD. HARDWOOD HORIZ. HORIZONTAL HT. HEIGHT HR. HOUR HVAG HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER (DIM.) INSUL_ INSULATION JT. JOINT LAM. LAMINATE LT. LIGHT M. MIRROR MAX. MAXI MUM MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL N. NORTH N.I.G. NOT IN CONTRACT N.T.S. NOT TO SCALE (N) NEW NO. NUMBER 0_D. OUTSIDE DIAMETER OFF. OPPOSITE OFNG. OPENING P,LAM. PLASTIC LAMINATE PL. PLATE PLAS. PLASTER PLYWD. PLYWOO FR. PAIR PT. POINT R. RISER RAD. RADIUS REQ'D REQUIRED RM. ROOM 5. SOUTH 5.5. STAINLESS STEEL SCHED, SCHEDULE SHIT. SHEET SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE STD. STUDS STL. STEEL STOR. STORAGE SUSP. SUSPENDED T. TOP OF TEL. TELEPHONE THK. THICK TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL V.1 .F. VERIFY IN FIELD W• WEST W/ WITH A/C. WATER CLOSET W/O WITHOUT W/R WATER RESISTANT WD. WOOD WT. WEIGHT ABBREVIATIONS 7 12'-0" A.F.F. RM -NAME RM# 1/4' PER FOOT COLUMN GRID DATUM DETAIL REFERENCE SHEET NUMBER ELEVATION NUMBER SHEET NUMBER DETAIL /SECTION NUMBER SHEET NUMBER REFERENCE TO NOTE NUMBER REFERENCE TO DOOR NUMBER REFERENCE TO WALL TYPE REVISION SYMBOL REFERENCE TO ROOM NAME SLOPE FINISH MATERIAL FIXTURE NAME ARCHITECTURAL : A0.0.0 A0.1.0 A0.I.1 A0.1.2 AO. I.3 A0.1.4 A0.15 A1.0.0 AI.0.1 A1.0.2 AI.I.O A1,1.1 AI.1.2 AI.2.0 A1.2.1 Al2.2 A1.3.0 A1.3.1 A1.3.2 A1.4.0 A1.4.1 Al.4.2 A2.0.0 A2.1.0 A2.2.0 A2.5.0 A2.4.0 A2.5.O A3.0.0 A3.0.2 A3.I.O A3.1.I A3.I.2 A3.2.O A32.1 A3.2.2 A3.2.3 A3.3.O A4.0.0 A4,0.1 A4.0.2 A4.03 A4.1.0 A4.1.1 A4.2.O A4.3_I A4.4.0 A4.4.1 A4.5.0 A4.6.0 A4. A4.8.0 F2.O.0 F2.0.1 F3.0.1 F3.O.2 F5.O.0 F5.O.1 F5.0.2 H -1 H -2 H -3 SP -I SP -2 SP -3 SP -4 COVER SHEET GENERAL NOTES KEY NOTES WALL 4 DOOR SCHEDULE LIGHT FIXTURE SCHEDULE FINISH MATERIAL 4 FIXTURE SCHEDULE EGRESS PLAN FLOOR PLAN - LEVEL I FLOOR PLAN - LEVEL 2 EAST HALF FLOOR PLAN - LEVEL 2 WEST HALF REFLECTED CEILING PLAN - LEVEL I REFLECTED CEILING PLAN - LEVEL 2 EAST HALF REFLECTED CEILING FLAN - LEVEL 2 WEST HALF REFLECTED CEILING MOLDING DETAIL PLANS CEILING DETAIL 4 PLAN - ACCESSORY AREA FIXTURE PLAN - @ ACCESSORY AREA FINISH PLAN - LEVEL I FINISH FLAN - LEVEL 2 EAST HALF FINISH FLAN - LEVEL 2 WEST HALF POWER PLAN - LEVEL I POWER PLAN - LEVEL 2 EAST HALF POWER PLAN - LEVEL 2 WEST HALF INTERIOR ELEV. - DRESS.ING ROOMS INTERIOR ELEVATIONS - LEVEL I INTERIOR LONGITUDE SECTIONS INTERIOR ELEVATIONS - LEVEL 14 2 INTERIOR ELEVATIONS - LEVEL 2 INTERIOR ELEVATIONS - LEVEL 2 ENLARGED STOREFRONT PLAN STOREFRONT ELEVATION - LEVEL I STOREFRONT ELEVATION - LEVEL I STOREFRONT ELEVATION - LEVEL 2 /SOUTH STOREFRONT ELEVATION - LEVEL 2 EAST.SOUTH STOREFRONT SECTIONS 8 DETAILS STOREFRONT SECTIONS 4 DETAILS STOREFRONT SECTIONS R DETAILS STOREFRONT SECTIONS 4 DETAILS STOREFRONT TYPICAL DETAILS TYPICAL WALL DETAILS TYPICAL STUD DETAILS TYPICAL STUD, WALL 4 COLUMN DETAILS TYPICAL WALL FIXTURE DETAILS CEILING DETAILS CEILING DETAILS DOOR DETAILS TYPICAL SIGNAGE DETAILS (XXI) FLOOR TRANSITION DETAILS FLOOR TRANSITION 4 EXPANSION JOINT DETAILS SENSORMATIG DETAILS STAIR DETAILS TOILET ROOM DETAILS ENLARGED ELEVATOR SECTIONS 4 DETAILS TYPICAL WALL FIXTURE DETAILS HDGP BENCH MIRROR FIXTURE DETAILS GASHWRAP DETAILS (17' -0") GASHWRAP DETAILS (21' -0 ") TYPICAL ACCESSORY CABINET DETAILS TYPICAL ACCESSORY CABINET DETAILS TYPICAL ACCESSORY CABINET DETAILS HG GENERAL NOTES HG GENERAL NOTES HG ACCESSORY COMPLIANCE SPECIFICATION SPEC! F 'CATION SPEGI F IGATION SPEGI F ICAT ION STRUCTURAL 51 GENERAL NOTES 52 FOUNDATION FLAN 53 SECOND FLOOR FRAMING FLAN ELECTRICAL E1.0.0 EI.I.O El.2.0 E2.0.0 E2.1.0 E2.2,0 E6.0.0 POWER RISER DIAGRAM AND PANEL E7.O.O LIGHT FIXTURE SCHEDULES EaO.O ELECTRICAL SPECIFICATIONS MEGHANIGAL MI.O.O M1.1.0 MI.I.I M2.O.O M2.I.O M3.O.O BY Date: POWER PLAN POWER FLAN POWER FLAN LIGHTING FLAN LIGHTING PLAN LIGHTING PLAN MECHANICAL PLAN - LEVEL I MEGHANIGAL PLAN - LEVEL 2 MECHANICAL PLAN - LEVEL 2 MECHANICAL DETAILS AND SCHEDULES PLUMBING DETAILS MECHANICAL SPECIFICATIONS SEPARATE PE;; REQUIRED FOR: g Mechanical le Electrical _XPlurnbing Gas Piping City of Tukwj1a BUILDING DIVISION FILE COPY Permit No. C of ' u .wila BUILDING DIVISION SHEET INDEX SCHEDULES Pear review approval is subject to errors and onions Approval of construction not authorize the violation of any • ►pted � � • . 1131 103. R 1p of approved Fi �Y == Iy " {wed 6 t / O N • A.F.F. Z\ / AP CENTER LINE DIMENSION TO GYP. BD. FINISH DIMENSION TO CENTER LINE ALIGN PROPERTY LINE BREAK LINE NORTH INDIGATOR CEILING HEIGHT SMOKE EXHAUST GRILLE SUPPLY AIR GRILLE (GYP. S. CEILING) RETURN AIR GRILLE (GYP. BD. CEILING) ACCESS PANEL (SEE MECHANICAL DRAGS. FOR SPECS) G.G. TO FAINT TO MATCH ADJACENT SURFACE. SYMBOL LEGEND 5 XXI FOREVER S ACE y.......... Yt CLIENT / OWNER FOREVER 21, INC. INTERIOR DESIGN 2001 SOUTH ALAMEDA STREET LOS ANGELES, GA 10058 CONTACTS: PROJECT COORDINATOR: MAXIE KARIMIAN TEL. 213.741.5116 PROJECT DESIGNER: MONIQUE L. KIM TEL. 213.741.5115 FAX. 213.741.5111 GONSTRUCTI ON: CONTACT: V.P. OF CONSTRUCTION BRIAN CHUNG TEL. 215.741.5101 FAX. 213.141.5105 ARCH ITEC T: DH ARCHITECTS CONTACT: TRACY LUM 2470 MARINER SQUARE LOOP ALAMEDA, CA 14501 TEL. 510 -865 -8665 FAX. 510 -865 -1611 PROJECT NAME $ ADDRESS XXI FOREVER WESTFIELD SOUTHCENTER SPACE # 1145 LEVEL I $ 2 OF 2 633 SOUTHCENTR PARKWAY TUKWILA, WA gSISB -2888 TEL. 206.246.0423 PROJECT DESCRIPTION RETAIL STORE - TENANT IMPROVEMENT LANDLORD / TENANT COORDINATION WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., I4TH FLOOR LOS ANGELES, GA 10025 CONTACT: JOSH KIMMEI, PROJECT MANAGER TEL. 310.813.4761 FAX. 310575.511 1 MALL MGMT OFFICE WESTFIELD SOUTHGENTER 633 SOUTHGENTR PARKWAY TUKWILA, WA 1Sl88 -2S85 TEL. 206.246.0423 BUILDING DEPARTMENT CITY OF TUKWILA BUILDING DEPARTMENT 6300 SOUTH CENTER BLVD, SUITE 100 TUKWILA, WA 18185 CONTACT: ALAN JOHANNESSEN TEL. 206.431.5610 APPLICABLE GODES BUILDING :115C/ 2006 W /WSA MECHANICAL : IMG 2006 W /WSA PLUMBING : UPC 2006 W /WSA ELECTRICAL NEC 2006 W /WSA ACCESSIBILITY: 150 CH II, ICG /ANSI A111.1 t NORDSIROM NORD5TPOM NI 11".-1.4:11117411rina ki ille;I:V.:717111 1 , 11171 0 JCFenney 45 k•4 .t ':t 1,2 F•1 SOUTHCENTER TUKWILA,WA 98188 -2888 • �#r ... TOTAL TOTAL MEP ENGINEER: THORSEN BAKER AND ASSOCIATES 3050 W. STREETSBORO ROAD RICHFIELD, OHIO 44286 CONTACT: -JOHN KRUTKO TEL. 330.651.6688 FAX. 550.651.66 - 75 STRUCTURAL ENGINEER: THORSEN BAKER AND ASSOCIATES 3030 W. STREETSBORO ROAD RICHFIELD, OHIO 44286 CONTACT: NICK STEINERT TEL. 513.571.8200 PROJECT TEAM CONSTRUCTION TYPE TYPE - IIB OCCUPANCY GROUP M- GOVERED MALL OCCUPANT LOAD CALCULATION LEVEL I SALES AREA NON -SALES AREA LEVEL 2 SALES AREA NON -SALES AREA TOTAL BOTH FLOORS SALES AREA NON -SALES AREA 11,131 SQ.FT. /3O = 311 305 SQ.FT./300 - I 11,436 S. FT. = 312 13,566 S0.FTJ6O = 232 1,521 So.FTJ30O = 4 15,115 50. PT. = 256 24,111 SQ.FT 1,634 SOFT. 26,631 50. FT. FIRE: IFG 2006 W /WSA ENERGY: 2006 WASHINGTON STATE ENERGY CODE PROJECT DATA LEVEL 1 LEVEL 2 KEY PLAN #�i�YrYt VICINITY MAP 1 2 3 4 Seal: FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS CIF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIOIIS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF'NORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY tNCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants XXI F a M V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/25/0/ LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. 11/08/01 ISSUED FOR PLAN CHECK 1 GENERAL NOTES 1, THE GENERAL CONTRACTOR AND ALL CONTRACTORS BIDDING ON THIS PROJECT SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS AND TD GHEGK FOR ANY INTERFERENCES BETWEEN THEIR WORK AS LAID OUT, INDICATED OR SPECIFIC, AND THAT of OTHER TRADES AND /OR APPARENT VIOLATIONS OF LOCAL, STATE, OR FEDERAL CODES, LANS, ORDINANGES, AND REGULATIONS BEFORE ENTERING INTO A CONTRACT WITH EITHER THE GENERAL CONTRACTOR AND /OR OWNER. IF ANY INTERFERENCES OR VIOLATIONS APPEAR AND DEPARTURE FROM THE DESIGN INTENT OF THE CONTRACT DOCUMENTS 15 REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER, IN WRITING, BEFORE ENTERING INTO A CONTRACT WITH THE OWNER. FAILURE TO PROVIDE THE ARGHITEGT AND OWNER WITH THE AFOREMENTIONED NOTIFICATION SHALL RESULT IN THE SPECIFIC CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AT HIS /HER COST WITH NO ADDITIONAL EXPENSES (EXTRAS) BEING INCURRED BY THE OWNER. 2. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE IN EITHER OR BOTH. 3, GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANT'S WORKING DRAWINGS, INCLUDING VARIATIONS OF QUANTITIES OF FINISH MATERIALS TO BE SUPPLIED BY THE TENANT PRIOR TO SUBMISSION OF BIDS. DISCREPANCIES TO REPORTED TO THE TENANT'S ARCHITECT. 4. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE JDB SITE. 5, ALL DIMENSIONS ON FLOOR PLANS, UNLESS OTHERWISE NOTED, ARE TAKEN FROM OUTSIDE FACE OF EXTERIOR WALLS, CENTERLINE OF DEMISING PARTITIONS, CENTER LINE OF STRUCTURAL COLUMNS AND FINISH FACE OF INTERIOR PARTITIONS. 6, DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE. IF ANY DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 7. WHERE NO SPEGIFIG PETAL 15 SHOWN, THE CONSTRUCTION SHALL BE SIMILAR TO THAT INDICATED oR NOTED FOR SIMILAR CONDITIONS AND GASE5 OF GONSTRUGTION ON THIS PROJECT. REFERENCES OF NOTES AND DETAIL5 TO SPECIFICATIONS AND LOCATIONS SHALL NOT LIMIT THEIR APPLICABIL 8. APPLICABLE CODES: ALL WORK UNDER THIS GONTRAGT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANGE5, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. IN CASE OF CONFLICT, THE MOST RESTRICTIVE SHALL NOT LIMIT THEIR APPLICABILITY. ALL MODIFICATIONS To THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND THE TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO, THOSE INDICATED IN THE PROJECT DATA ON SHEET AO.O. ITEMS MARKED N.I.G. (NOT IN GONTRAGT) ON THE DRAWINGS ARE NOT A PART OF THIS PROJECT. 10. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND MATERIAL SAMPLES FOR APPROVAL BY THE ARGHITEGT PRIOR TO PROCEEDING WITH THE WORK. II. THE •ONTRAGTOR WILL COORDINATE SCHEDULING AND WORK BY OTHER WHETHER OR NOT WORK BY THESE GONTRAGTORS ARE UNDER HIS GENERAL GONTRAGT FOR SUCH ITEMS AS SIGNS, TRADE FIXTURES, ETC.. IT 15 THE CONTRACTOR(5) RESPONSIBILITY TO PROVIDE SUPERINTENDENCY, SCHEDULE WORK, PROVIDE NECESSARY INSURANCE CERTIFICATES AS MAY BE REQUIRED DY THE OWNER, BE RESPONSIBLE FOR THE WAYS AND MEANS OF CONSTRUCTION, UNCOVER CONDITIONS WHICH MAY BE EVIDENT oR SHOWN ON THESE DOCUMENTS. IF SAID CONDITIONS ARE UNCOVERED, THEY ARE TO IMMEDIATELY BE BROUGHT TO THE ATTENTION OF BOTH THE OWNER AND ARCHITECT, IN WRITING, 12. CONTRACTOR SHALL BEE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS' WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, APPROVALS, LIGEN5E5, AND INSURANCE REQUIRED FOR CONDUCT OF THE WORK, AS DICTATED BY APPLICABLE STATE AND LOCAL GODES AND BY MALL DESIGN CRITERIA. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND FOR SECURING ALL OFFICIAL APPROVALS OF WORK PERFORMED. THE GONTRAGTOR SHALL SUBMIT ALL CERTIFICATES OF INSPECTION TO THE TENANT UPON COMPLETION OF THE WORK. THE GENERAL CONTRACTOR SHALL PROVIDE A STIPULATION AGAINST LIENS, PROPERLY FILED, WITH SIGNED COPIES TO THE TENANT FRIOR TO COMMENCING WORK. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL PROVIDE THE TENANT AND THE LANDLORD TITHE AS -BUILT DRAWINGS OF THE H.VA.C., PLUMBING, AND ELECTRICAL SYSTEMS INCLUDING INDICATED MODIFICATIONS AND TAP -INS TO THE LANDLORD'S SYSTEMS. 14. PRIOR TO STARTING GONSTRUGTION, THE CONTRACTOR MUST PRESENT TO THE LANDLORD'S TENANT COORDINATOR PROPERTY MANAGEMENT A CERTIFICATE OF INSURANCE. 15, GENERAL CONTRACTOR SHALL ARRANGE AN ORIENTATION MEETING WITH THE LANDLORD'S LOCAL MALL MANAGEMENT PRIOR TO THE COMMENCEMENT OF ANY WORK. I6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE NEUTRAL PIERS, NEUTRAL BAND AND MALL FLOORING DURING CONSTRUCTION. 17. CONTRACTOR SIGNS OR SIGNS OF ANY KIND MAY NOT BE DISPLAYED ON BARRICADES. IS. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE TENANT CONSTRUCTION MANUAL AND SHALL PERFORM ALL SERVICES IN ACCORDANCE WITH THESE DOCUMENTS AS THEY APPLY TO HI5 WORK. Ic. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO MOVE, UNCRATE, ASSEMBLE, AND PLACE FLOOR FIXTURES AS ESTABLISHED BY THE FIXTURE FLOOR PLAN. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, UNLOAD, HANDLE, AND PROTECT EQUIPMENT FURNISHED SY THE TENANT AND INSTALLED BY THE GENERAL CONTRACTOR. 21. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO COORDINATE ACCEPTABLE HOURS WITH BUILDING MANAGER. 22. THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AS PER THE REQUIREMENTS OF CHAPTER 35 OF THE UNIFORM BUILDING GODS AND THE LOCAL GOVERNING AUTHORITIES AND MALL STANDARDS. 23. THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK. THE CONTACT SUM WILL SE ADJUSTED ACCORDINGLY, 24. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANT'S GENERAL CONTRACTOR. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBILITY SCHEDULE, SHEET AO.I AND THE MATERIALS SCHEDULE, SHEET A2.O. 23. NOTICES OF LOST, DAMAGED, OR MISSING ITEMS SUPPLIED BY THE TENANT SHALL BE REPORTED UPON RECEIPT AND 50 NOTED ON THE RECEIVING TICKET. THE TENANT'S GENERAL CONTRACTOR SHALL UPON DISCOVERY OF L055 OR DAMAGE, NOTIFY BY TELEPHONE THE TENANTS PROJECT MANAGER IMMEDIATELY. WRITTEN NOTIFICATION OF LOST OR DAMAGED ITEMS SHALL BE SENT BY THE TENANTS GENERAL CONTRACTOR TO TENANT AT THE ADDRESS LISTED UNDER PROJECT DATA ON THIS SHEET, ATTN.: PROJECT MANAGER WITHIN 24 HOURS, NOTING MANUFACTURER'S NAME AND MODEL NUMBER OF EACH ITEM INVOLVED WITH A DESCRIPTION OF CIRCUMSTANCES SURROUNDING THE LOSS OR DAMAGE. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FRO REPLACEMENT OF DAMAGED OR LOST ITEMS IF THE TERMS OF THIS PARAGRAPH ARE NOT COMPLIED WITH. 26. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS AND, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AN QUALITY UNLESS OTHERWISE SPECIFIED. 21. WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER THE DATE OF AGGEPTANGE OF SPAGE. THIS HALL INCLUDE ALL LABOR REQUIRED TO INSTALL EQUIPMENT AND MATERIALS PROVIDED BY TENANT. 28. ALL TRADES SHALL CONFINE CONSTRUCTION WORK TO WITHIN LEASED PREMISES AS MUCH AS POSSIBLE AND SHALL WORK IN AN ORDERLY MANNER REMOVING TRASH AND DEBRIS FROM PROJECT ON DAILY BASIS. AT NO TIME WILL PIPES, WIRES, BOARD, OR OTHER CONSTRUCTION MATERIALS CROSS PUBLIC AREAS WHERE HARM COULD BE CAUSED TO THE PUBLIC. 29. THERE WILL BE NO STORAGE OF MATERIAL OR RUBBISH IN CORRIDORS OR OTHER TENANT AREAS AT ANY TIME. IF DEBRIS 15 FOUND IN THIS AREA, IT WILL BE REMOVED AT THE EXPENSE OF THE GONTRAGTOR THAT 15 RESPONSIBLE, 30. ALL SUB TRADES SHALL VERIFY REMOVAL OF DEBRIS, AND GARBAGE GENERATED BY THEIR TRADES WITH THE PROJECT LANDLORD. 31, MALL DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION MEN AT ANY TIME. 32. ROOF REPAIRS OR PENETRATIONS REQUIRED BY REMOVAL OR RELOCATION OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT (GUTTING OF ROOF AND DECK MATERIALS AND /OR REPAIR OF SAME) SHALL SE PERFORMED BY LANDLORDS ROOFING CONTRACTOR AT TENANT'S EXPENSE. TENANT SHALL ENTER INTO A DIRECT CONTRACT WITH LANDLORDS ROOFING CONTRACTOR. SUB TRADES SHALL COORDINATE SUCH WORK WITH THE PROJECT LANDLORD AND /OR ROOFING CONTRACTOR AND ALSO REIMBURSE HIM FOR SAME. 53. PROVIDE GUTTING AS REQUIRED OF EXISTING CONCRETE SLAB TO PROVIDE FOR UNDERSLAB SERVICES. FILL AND PATCH LEVEL WITH EXISTING SLAB TO PROVIDE SURFACE SUITABLE FOR SPECIFIED FINISH FLOORING. 34, PROVIDE STIFFENERS, BRACING, BACK -UP PLATES, ETC., AS REQUIRED AT STUDS, WALLS, AND CEILINGS FOR SUPPORT OF ALL ARCHITECTURAL, ELECTRICAL AND MECHANICAL FIXTURES, TOILET ACCESSORIES, SHELF STANDARDS, MILLWORK AND MISCELLANEOUS ITEMS. 35. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY STRUCTURAL AND SEISMIC BRACING AS REQUIRED BY CODE, INCLUDING BUT NOT LIMITED TO, CEILING SUSPENSION SYSTEMS, INTERIOR PARTITIONS, MECHANICAL EQUIPMENT, LIGHT FIXTURES AND CABINETS. 36. NO WELDING 15 FERMI I ILO TO LANDLORDS STRUCTURE WITHOUT LANDLORD APPROVAL. NO HANGERS ARE PERMITTED FROM DUCTWORK, WATER LINES, SPRINKLER LINES. GRACING TO LANDLORD STRUCTURE WILL BE IN ACCORDANCE WITH LANDLORD APPROVAL. 37, ANY PENETRATIONS OR MODIFICATIONS TO STRUCTURAL STEEL, ROOFING OR CONCRETE MUST BE APPROVED BY LANDLORD IN WRITING IN ADVANCE. 38. COMBUSTIBLE MATERIALS OF ANY KIND, INCLUDING FIRE TREATED LUMBER, ARE NOT ALLOWED ABOVE THE GEILING LINE. 3'4. NO CONSTRUCTION ELEMENTS ARE PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. FRAME, BRACE OR SUSPEND AS NECESSARY TO OR FROM THE TOP CHORD OF JOISTS OR STRUCTURAL STEEL MEMBERS WHICH EXIST ABOVE THE DEMISED PREMISES. 40. THE GENERAL CONTRACTOR SHALL SUBMIT THREE SETS OF DRAWINGS BY THE SPRINKLER CONTRACTOR TO THE LANDLORD INDICATING ALL EXISTING SPRINKLER HEADS WITH DIMENSIONS AND ANY INTENDED REVISIONS TO THE EXISTING SYSTEM. FIRE DEPARTMENT NOTES I. FIRE PROTECTION SPRINKLER SYSTEM A. CONTRACTOR TO PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR ALL AREAS OF THE 15 SPACE. DRAWINGS SHALL BE PREPARED BY THE SPRINKLER CONTRACTOR AND HE SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE LOCAL AND STATE LAWS COVERING FIRE RATING AND /OR INSPECTION BUREAU, N.F.P.A., AND INSURANCE ASSOGIATIoNS. HE SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVAL FROM ALL AUTHORITIES, AND LANDLORDS INSURANCE UNDERWRITER FIREMEN'S FUND INS. CONTRACTOR TO VISIT THE JOB SITE TO ASCERTAIN THE EXTENT AND LOCATION OF ALL EXISTING SPRINKLER HEADS AS REQUIRED TO PROVIDE A COMPLETE APPROVED SYSTEM. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL SY THE ARGHITEGT. B. CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AS INDICATED IN THE "TENANT CONSTRUCTION MANUAL" AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. C. SPRINKLER HEADS TO BE CENTERED ON GEILING TILES. D. SPRINKLER HEADS TO BE SEMI - RECESSED WITH CHROME HEAD AND ESCUTCHEON OR RECESSED CONGEALED TYPE. USE ONLY "CONGEALED" HEADS IN LAY -IN OR NON -HARD SURFACE CEILING AREAS. AT 5HOWGASE WINDOWS AND IN HARD SURFACE CEILING, SURFACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT VISIBLE TO CUSTOMERS ONLY. QUICK RESPONSE HEADS REQUIRED. NOT USED F. SPRINKLER SYSTEM TO BE PERMITTED BY CITY'S INSPECTION DEPARTMENT PRIOR TO INSTALLATION PER NFPA -13 GUIDELINES. 2. PROVIDE OCCUPANCY SIGNS AS SHOWN PER DRAWINGS. 5, PROVIDE EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS SHOWN ON THE DRAWINGS. NOTIFY OWNER OF ANY ADDITIONAL EXIT SIGNA5 AND FIRE EXTINGUISHERS AS MAY SE EREQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 4. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR USE OF KEY. 5. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDORS (WALLS AND CEILING) 6. ALL EXIT SIGNS ARE TO HAVE LETTERS WITH THE PRINCIPAL STROKE NOT LESS THAN 3.4 INCHES WIDE AND AT LEAST 6 INCHES HIGH. - 1. GENERAL CONTRACTOR TO PROVIDE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." MECHANICAL NOTES 1. ALL DUCTS WHICH PENETRATE RATED WALLS (INCLUDING SHAFT ENCLOSURES) TO HAVE FIRE DAMPERS WITH EQUAL RATING TO WALL PENETRATED AS SHOWN ON THE MECHANICAL DRAWINGS. 2. ALL DUCTS WHICH PENETRATE RATED CEILING TO HAVE FIRE DAMPERS WITH EQUAL RATING TO CEILING PENETRATION AS PER MECHANICAL DRAWINGS. 3. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MEGHANIGAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS SHOP DRAWINGS AS APPROVED BY ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4, CONTRACTOR SHALL VERIFY SIZES AND LOCATION OF ALL MEGHANIGAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATION REQUIREMENT WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY REINFORCEMENT OF ROOF STRUCTURE AS SHOWN ON STRUCTURAL DRAWINGS TO SUPPORT LOAD OF NEW UNIT. WORK SHALL BE DONE BY CERTIFIED WELDERS AND INSPECTED BY QUALIFIED AGENCY AND STRUCTURAL ENGINEER REQUIRED BY THE LANDLORD. 6. PROVIDE AND INSTALL PLATFORMS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT AS SHOWN ON DRAWINGS. 7. COMPLY WITH ALL REQUIREMENTS OF LOCAL GODES, I.E. SEISMIC WIRES FOR GRILLES, FIRE DAMPERS, TIME CLOCKS, ETC. AS SHOWN ON DRAWINGS. ELEGTRIGAL NOTES I. PROVIDE PLYWOOD BACKBOARDS FOR TELEPHONE AND ELETRIGAL EQUIPMENT- SEE ELECTRICAL DRAWINGS. 2. ALL EXIT SIGNS SHALL SE PER ELECTRICAL DRAWINGS. 5, ALL TELEPHONE OUTLETS SHALL HAVE CONDUIT RUNNING TO COMMON TELEPHONE BACKBOARD AND SUPPLY PULLSTRINGS. 4. SIGN ...1-BOX SHALL BE INSTALLED AND CONNECTED SY CONDUIT TO A SEPARATE CIRCUIT AND SUPPLY FULLSTRINGS. 5. INSTALL ALL SEISMIC WIRES TO ELEGTRIGAL FIXTURES AS SHOWN ON DRAWINGS. 6. ROUTING OF ELECTRICAL AND TELEPHONE CONDUITS AND WIRE 15 TO BE AS DIRECTED BY THE MALL MANAGERS REPRESENTATIVE. NOTES FOR TENANT'S GENERAL CONTRACTOR IT 15 THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THIS SHEET AS THEY MAY PERTAIN TO THE SPECIFIC JOB. 2 GENERAL CONTRACTOR SHALL KEEP A SET OF LANDLORD APPROVED CONSTRUCTION DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 3 ALL OWNER SUPPLIED MATERIALS AND 5ERVIGES INDICATED ON THIS SET OF FLANS SHALL BE COORDINATED WITH THE OWNER BY THE GENERAL CONTRACTOR. 4. FASHION 21 DRAWINGS INDICATE INTERIOR DESIGN TREATMENTS, CONCEPTS AND SPECIFICATIONS. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH FASHION 21'5 DIMENSIONED DRAWINGS AND SPECIFICATIONS. 6. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY FASHION 21 OF ANY OMISSIONS, DISCREPANCIES AND /OR CONFLICTS BEFORE PROCEEDING WITH THE JOB. 7, THE FIXTURE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AS PER SPECIFICATIONS TO FASHION 21 FOR APPROVAL PRIOR TO FABRICATION. NO EXTRA WORK OR CHANGE SHALL BE MADE UNLESS IN PURSUANCE OF A WRITTEN COUNTERSIGNED ORDER FROM OWNER, OR A WRITTEN ORDER FROM FASHION 21 STATING THAT THE OWNER HAS AUTHORIZED THE EXTRA WORK OR CHANGES AND NO CLAIM FOR AN ADDITIONAL SUM SHALL BE VALID UNLESS 5O ORDERED. THE CONTRACTORS SHALL NOTE THAT THERE SHALL BE NO SUBSTITUTIONS FOR ANY MATERIAL WHERE SPEGIFIG MANUFACTURERS ARE SPECIFIED. WHERE APPROVED EQUAL 15 USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE BY JUDGEMENT AND WRITTEN APPROVAL OF FASHION 21 AND NOTIFICATION 15 MADE PRIOR TO INSTALLATION. 10. FASHION 21 15 TO APPROVE ,ALL PAINT COLORS AND FINISHES PRIOR TO APPLICATION: CONTRACTOR TO PROVIDE THREE LARGE BRUSH -OUTS OF PAINT AND/ OR STAIN FOR APPROVAL. CARPET CONTRACTOR SHALL PROVIDE FASHION 21 WITH SEAMING DIAGRAM FOR APPROVAL BEFORE COMMENCEMENT OF ORDERING GOODS. 12. FIXTURE CONTRACTOR TO SUBMIT SHOP DRAWINGS AND FINISH SAMPLES AS PER SPECIFICATIONS TO FASHION 21 FOR APPROVAL PRIOR TO FABRICATION. WHERE WOOD SURFACES ARE PAINTED, WOOD 15 TO BE PROPERLY SEALED, PRIMED AND 15 TO RECEIVE SHOP FINISH GOAT BY FIXTURE CONTRACTOR. 13. WOOD SHALL BE FIRE TREATED AND PLATIGS SHALL MEET A GLASS TWO FLAME- SPREAD RATING. 14. WOOD BLOCKING AND BACKING SHALL BE FIRE TREATED. SIGNAGE NOTES SEPARATE PERMIT REQUIRED FOR SIGNAGE SY SIGN CONTRACTOR. ADDITIONAL NOTES I. SEPARATE PERMIT REQUIRED FOR SIGNAGE BY SIGN CONTRACTOR. 2. ALL WELDING WILL REQUIRE SPECIAL INSPECTION. DEMOLITION GENERAL NOTES: SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO , THESE MAJOR ITEMS. A. PROTECTION OF EXISTING WORK TO REMAIN. B. TEMPORARY BARRICADES. G. REMOVAL, STORAGE, PROTECTION OF ITEMS TO BE REUSED. D. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, CEILINGS. E. REMOVAL OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. F. DEBRIS REMOVAL. G. REMOVAL OF STOREFRONT, MASONRY, STAIRS, PLANTERS, AND ROOFING TO EXTENT INDICATED, EQUIPMENT BASES AND OTHER ITEMS AS INDICATED AND REQUIRED. 2. GENERAL REQUIREMENTS: A. FIELD CONDITIONS: TAKE INTO CONSIDERATION AS NECESSARY WORK, ALL OBVIOUS EXISTING CONDITIONS AND INSTALLATIONS OF THE SITE AS THOUGH THEY WERE COMPLETELY SHOWN OR DESCRIBED. ACCEPT THE SITE OF THE WORK AS IT EXISTS AND CLEAR OBSTRUCTIONS TO THE WORK INDICATED. 5, ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS AND LIMITATIONS THEREON AND THEREABOUTS. ALL PROPOSALS SHALL TAKE INTO ACCOUNT ALL SUCH CONDITIONS AND LIMITATIONS WHETHER OR NOT THE SAME ARE SPECIFICALLY SHOWN OR MENTIONED IN ANY OF THE CONTRACT DOCUMENTS AND EVERY PROPOSAL SHALL BE CONSTRUED AS INCLUDING WHATEVER SUMS ARE NEEDED TO COMPLETE THE WORK IN EVERY PART AS SHOWN, DESCRIBED OR REASONABLY REQUIRED OR IMPLIED, AND ATTAIN THE COMPLETED CONDITIONS CONTEMPLATED BY THE CONTRACT. C. CONFER WITH LANDLORD AS TO DISPOSITION OF MATERIALS WHICH 5(HE) MAY WISH TO RETAIN. SPECIFICALLY INCLUDED ARE STOREFRONT SECTION W/GLASS AND DOORS OF ALL TYPES. IF LANDLORD ELECTS TO RETAIN ANY OF THE REMOVED ITEMS, PROTECT AND STORE AS DIRECTED BY LANDLORD AT LANDLORD'S EXPENSE. D. .ODES: PERFORM ALL WORK IN ACCORDANCE WITH THE BUILDING CODE OF THE GOVERNING BODY HAVING JURISDICTION, THE GOVERNING STATE INDUSTRIAL SAFETY ORDERS AND THE REQUIREMENTS OF THE OGGUPATIONAL SAFETY AND HEALTH ACT, E. UNFORESEEN CONDITIONS INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING 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. F. PHASING OF THE WORK: CONFER WITH THE ARCHITECT AS TO THE SEQUENCING AND PHASING OF THE PERFORMANCE OF VARIOUS PARTS OF THE WORK. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL 15 REQUIRED TO PERMIT INSTALLATION OF NEW WORK. G. NOISE CONTROL: GARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKMEN IN NOISE CONTROL PROCEDURES. 5. PROTECTION: A. BARRIERS: TEMPORARY BARRIERS ARE TO BE FURNISHED. B. GLASS: PROVIDE SUCH PROTECTION AS MAY EE REQUIRED TO PREVENT GLASS BREAKAGE. AT NO ADDITIONAL COST, REPLACE IN AND ALL BROKEN GLASS. C. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY SE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. D. EXISTING WORK TO REMAIN: PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK AND EQUIPMENT TO REMAIN. E. ITEMS TO BE REUSED: EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR REUSE. USE ONLY MECHANICS SKILLED IN THE APPROPRIATE TRADES. IDENTIFY POINT OF REUSE, STORE AND PROTECT AT LOCATIONS DIRECTED. 4. GENERAL DEMOLITION: A. DOORS AND HARDWARE: REMOVE CAREFULLY TO AVOID DAMAGE. INSOFAR AS POSSIBLE, LEAVE HARDWARE ATTACHED TO THE DOOR. WHERE THIS 15 NQT PRACTICAL, PLACE ITEMS OF HARDWARE IN A CLOTH BAG ATTACHED TO THE DOOR. 5. PARTITIONS: REMOVE PARTITION FINISH, STUDS, PLATES AND SILL.. WHERE ONLY A PARTIAL RUN 15 REMOVED, GUT SACK FINISH MATERIALS TO THE CENTERLINE OF THE NEXT ADJACENT SPACE SUPPORT TO REMAIN. LEAVE REMAINING MATERIALS WITH A GLEAN TERMINAL LINE WITH NO LOOSE MATERIAL ADHERING. WHERE PARTITIONS HAVE BEEN. INSTALLED ON CURBS, REMOVE CURBS AND PATCH EXISTING FLOOR TO RECEIVE NEW FINISH. G. RESILIENT FLOOR TILE: REMOVE ALL FLOOR TILE. REMOVE ALL ADHESIVE, USING SOLVENTS AND /OR GRINDING AS REQUIRED. LEAVE FLOOR READY TO RECEIVE NEW FINISH MATERIALS. (TYP. FOR CARPET 4 STOREFRONT TILES). PATCH AND REPAIR GONG. FLOOR. D. GONGRETE AND MASONRY: SAW GUT NOT LESS THEN I Y2" AT LINES OF REMOVAL. BREAK OUT SECTIONS TO SE REMOVED. CHOP BACK FACE BEHIND SAWGUT LINES. E. PLASTER: GUT BACK TO SOUND PLASTER ON STRAIGHT LINES. FREPARE EXISTING PAPER BACKINGS AND LATH TO RECEIVE PATCHING. 5. MECHANICAL AND ELECTRICAL: A. CAREFULLY REVIEW FLANS AND DETERMINE LINES ACTIVE OR TO BE REACTIVATED. PROTECT LINES INTERRUFTION OF LINES TO REMAIN. B. REMOVE FIXTURES AND EQUIPMENT AS INDICATED. DIRECTED AND PROTECT. IDENTIFY POINT or REU G. REMOVE LINES COMPLETELY WHEREVER POSSIBLE. BEHIND THE BACK OF FINISH MATERIAL. 6. REMOVED MATERIAL AND DEBRIS: TO BE REMOVED AND THOSE TO BE KEPT TO REMAIN. PROVIDE FOR MINIMUM SERVICE WHEN INDICATED FOR REUSE, GLEAN, STORE AS 5E. CUT AND GAP OR PLUG IN A POSITIVE MANNER A. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES THE PROPERTY OF THE GONTRAGTOR WHO SHALL REMOVE IT FROM THE SITE, 8. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF IT IN A LEGAL MANNER. G. LEAVE ALL SPACES BROOM GLEAN AND WITH ALL LEDGES AND CORNERS PROPERLY CLEAN. FLOOR PLAN GENERAL NOTES: I. ALL DIMENSIONS SHOWN TO FACE OF FINISH, FACE OF GLASS, CENTERLINE OF EXISTING OR NEW COLUMNS, OR FINISH FACE OF CEILINGS /5oFFITS OVERHEAD. 2. ALL "EXISTING" DIMENSIONS SHOWN ON THE PLANS, AS DENOTED IN/(E), ARE "CRITICAL DIMENSIONS" TO SE VERIFIED AT SITE PRIOR TO START OF CONSTRUCTION NOTIFY ARCHITECT OF ANY DISCREPANCIES DISCOVERED THAT WOULD AFFECT THE SCOPE OF WORK SHOWN. 5. G.G. TO PATCH 4 PAINT MALL'S SERVICE CORRIDOR WALL PER L.L'S CRITERIA 4 DIRECTIONS WHERE EXISTING EXIT DOOR 4 FRAME ARE BEING REMOVED G.G. TO COORDINATE WITH L.L. 4, THE TENANT SPACE, THE PRIMARY ENTRANCE TO THE BUILDING, THE PRIMARY PATH OF TRAVEL FROM THE ENTRANCE TO THE TENANT SPACE, PUBLIC SANITARY FACILITIES, DRINKING FOUNTAINS 4 PUBLIC TELEPHONES SERVING THE TENANT SPACE MUST BE ACCESSIBLE TO THE DISABLED PER CODES G.G. TO VERIFY UPON INITIAL SITE VISIT, 5. G.G. SHALL PROVIDE LANDLORD APPROVED WATERPROOF MEMBRANE BETWEEN EXISTING MALL CONCRETE FLOOR SLAB 4 FINISH FLOOR IN TOILET ROOM. 6. G.G. SHALL COORDINATE 4 PROVIDE ADEQUATE METAL BAGKING/BLOGKING FoR LIGHT CHANDELIERS, SCONCES, FIXTURES, DECORATIVES 4 MISC. ITEMS ATTACHED TO CEILING PRIOR TO CLOSING OFF THE WALLS 4 CEILINGS. 7. FLOOR SURFACES ALONG /IN ACCESSIBLE ROUTES 4 ROOMS SHALL BE STABLE, FIRM 4 SLIP RESISTANT. 5. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS 4 OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND 4 SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LEG. OF FORGE. RECEPTACLES 4 OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR (BUT NOT LOWER THAN 15 ") IF FORWARD APPROACHED 4 WITHIN 54" (BUT NOT LOWER THAN q ") IF SITE APPROACHED. 10. TENANT'S STOREFRONT CONSTRUCTION AND SUSPENDED CEILINGS SHALL BE SECURED TO LANDLORD'S STRUCTURAL FRAMING ONLY. NO ATTACHMENT TO LANDLORD'S MALL CEILING SYSTEM OR DECKING SHALL BE PERMI 1 !ED. II. STRUCTURAL MODIFICATION MUST BE PERFORMED AND TESTED BY LANDLORD'S DESIGNATED CONTRACTORS. 12. DEMISING WALLS ARE NOT DESIGNED TO SUPPORT MERCHANDISE OR FIXTURING. WALL FIXTURES LOADS MUST BEAR ON AN INDEPENDANT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. 13. ALL CONNECTIONS TO METAL DEGK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. RCP GENERAL NOTES: 1. ALL CEILINGS ARE REQUIRED TO MEET "GLASS I" FLAME SPREAD FINISH GLASSIFIGATION REQUIREMENTS 2. G.G. SHALL COORDINATE AND PROVIDE ADEQUATE METAL BACKING/BLOCKING FOR LIGHT CHANDELIERS, SCONCES, FIXTURES, DECORATIVES 4 MISC. ITEMS THAT ARE ATTACHED TO THE CEILING PRIOR TO CLOSING OFF THE WALLS AND CEILINGS 3. PAINT ALL CEILING GRILLES, REGISTERS, DIFFUSERS 4 ACCESS PANELS TO MATCH ADJACENT CEILING FINISHES 4. SEE INTERIOR ELEVATIONS 4 SECTIONS FOR MORE INFORMATION REGARDING CEILING TYPES, FINISHES 4 DETAILS. 5. ALL CEILINGS TO BE PAINTED 5 /a," TYPE "X" GYP. P. UNLESS OTHERWISE NOTED. 6. FOR MORE INFORMATION REGARDING RELOCATION OR MODIFICATION OF EXISTING SERVICE LINES, DRAIN LINES, HVAG DUCTING, ETC., REFER TO ENGINEERING PLANS 4 SPECIFICATIONS TO ACHIEVE INDICATED CEILING HEIGHTS. 7. DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS SHALL BE PROTECTED BY A COMBINATION OF FIRES /SMOKE DAMPERS PER PREVAILING CODE REQUIREMENTS 4 STANDARDS SPEGIFIGATIONS. REFER TO ENGINEERING PLANS AND SFEGIFIGATIONS. S. PROVIDE SERVICE ACCESS PANELS IN ALL HARD SURFACE CEILING AREAS FOR ACCESS TO SERVE ALL MALL AND TENANT EQUIPMENT PANELS AS NECESSARY TO MEET ALL CODE REQUIREMENTS SHALL BE FLUSH AND FLANGELESS W/GONGEALED HARDWARE COORDINATE EXACT LOCATIONS WITH RESPECTIVE EQUIPMENT SUBCONTRACTORS AND LANDLORD'S FIELD REPRESENTATIVE PAINT TO MATCH ADJACENT FINISHES. (SEE REFLECTED CEILING PLAN) q FROVIDE ACCESS PANEL ABOVE DISPLAY AREA FOR ROLL -UP GRILLE MOTOR (WHERE OCCURS) AND SECURITY EQUIPMENT. COORDINATE WITH MANUFACTURER AND LANDLORD'S FIELD REPRESENTATIVE FOR EXACT LOCATIONS. (SEE REFLECTED CEILING PLAN.) 10. G.G. TO "BURN" THE LAMPS ON A CONTINUOUS FORTY -EIGHT (48) HOUR PERIOD IMMEDIATELY UPON INSTALLATION TO SEASON THE LAMPS /FILAMENTS FOR LONGER LIFETIME. II. CONTRACTOR TO VERIFY EXACT INSTALLATION LOCATION OF NEW SOFFIT LIGHTS IN FIELD 4 COORDINATE IN/MALL TENANT COORDINATOR IF REQUIRED. 12. G.G. SHALL COORDINATE WITH F21 REGARDING ADDITIONAL LAMPS AND LIGHT FIXTURES REQUIREMENTS OWNER SHALL SUPPLY ADDITIONAL FIXTURES AS MAY BE NECESSARY FOR MAINTENANCE PURPOSE PRIOR TO ORDERING 4 INSTALLATION. 13. G.G. TO PROVIDE CHANNEL BAR HANGERS 44 H1326 SY JUNO FOR COMMERCIAL FIXTURES AS REQUIRED 14. G.G. TO PROVIDE INDEPENDENT SUPPORT CLIPS BY "CADDY" (OR SIMILAR) AND ATTACH TO GRID CEILING SYSTEM FOR TYPE "FS" LIGHT FIXTURES. 15. SEE DETAIL SHEET FOR SEISMIC AND CEILING BRACING DETAILS 16. SPRINKLER HEADS AT STOREFRONT IN SHOW WINDOW AREAS, AND IN ALL HARD - SURFACE CEILING MUST BE FULLY CONGEALED TYPE. 17. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. C7 iM ( °; • /I\ GENERAL NOTES FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE, COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. F R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 9/28/07 LL PRELIMINARY SUBMITTAL IO /IO /Oi PRELIMINARY RE- SUBMITTAL FINAL LL SU5MITTAL. II /oa /o ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, A OI /0q /OS F21 & LANDLORD COMMENTS 02 /o1 /o &PLAN GHEGK RESPONSE (2) Sheet Title Job No. DATE: SCALE: DRAWN BY: CHECKED BY: M. LEE Sheet No. GENERAL NOTES CITY OF TI ILA FEB 0 7 2008 PEHAAIT CENTER 2K-617 SEPT., 2007 ELI. N A0.1.0 O i- 9 /IPrItT Alt 11AAlr�l lair 11111Y � }- AI C'AIT9- ,Ar.,,, TO C "T CI � 11 /' � TI1 ' C It,t11T Ir Itl CC'C'I' O I LEASE LINE O EXISTING MALL NEUTRAL PIER PATCH AND REPAIR AS NECESSARY • EXISTING COLUMN TO REMAIN - REMOVE UNNECESSARY FURRING AND GYPSUM BOARD, SAVE PORTION OF THE FURRING AND GYP. BD. REQUIRED FOR FIRE RATING � 1 11 , V LL .Ll IuL1,1 I L L I L, TFF' ig.1 T"' 761 Oil 4 FE l L711J 1 IINIV I fSI VPrL r P9IVLL. 4 I I�l1fVJl VI�1" ILIA I V LM Ir+L1 "I1..." '1 LJd 1_L-1 IV Y L / .Ll- LI• IV Y L. L/■I✓ 1 llvv r v1 J- l J 4 1 I/\ I VIAL✓ 1.^ /'1..d 1111.d I VIJ -L-I 1 V1 I fl YL! 1 4.. &I 11../11 tV 1 IIY I vi-L✓ i119. ISH 16 EXISTING DEMISING WALL -PATCH AND REPAIR AS REQUIRED O C7Ck.1n9PC CVICY'Iklr rYnr,Cr IT n^/1=∎G IAIIAInnIAIG fi IkIIGL.I A1.1n GI /Al A PI FLYSfl L111E. v L- /.I I Y../vl_ 1 -E r /. /rr. , Inr1 r. ,__,t_ /1 .,1 I -LI IV V 1- / *LL 4/91✓ 1 11 940 bJl \N./♦_Y 1 Lyl IYl l vv /I\ 25 4" EXPANSION JOINT, EXPANSION JOINT COVER PLATE FROM C/5 GROUP, STAINLESS STEEL FINISH, SEE DETAILS 6, 8, q/ A4.4.I. G.G. TO CONTACT OWNER IF SPECIFIED MODEL DOES NOT FIT EXISTING JOINT. 26 EXISTING STRUCTURAL WALL TO REMAIN, REMOVE FUR -OUT WALL, IrL.r 9 1 IVI _JIIYI'. A Ir1 -r-, A Ent-- A /nl A r,1. 4 r - r A IY]r L /\IJ 1 11 Yv V .rn. Y IVVl9 L-✓ I V L.JL I IV Y LL/ rR' LL ./„LU1 II 1 1111 1 III 1 I VI 1 / 919Y I rill_ r 9/ VI I L- LLLV I lCIL../Y\L 1'1 717, ✓ / *1tiv V 1 , l/ L /vl/ 1_ 28 EXISTING ROOF TOP UNITS TO BE REMOVED REMAIN EXISTING OPENING FOR NEW UNITS SEE MECHANICAL DRAWINGS LI I..- I" r iI 111 11L-1 - 1 i ✓LL I ILVI I/ IYIVJ"I YI.I"1 911VV 30 EXISTING WALL TO REMAIN PATCH AND PAINT AS REQ'D FOR NEW FINISH ..+I I yl \T VL/ 1 L /YI✓ 1 V L/LVV1��Cl'pT� - 1 �nLL )'"T/ J /!/ 1 rlls, 1 1 I L 7% v I I. 1.11/ 111 U IV II I VI Ir1Iy14L-I- J 32 20 PIA. COLUMN COVER BY FORMGLAS, SUPPLIED BY OWNER INSTALLED BY G.G. 34 4'W x S'H MIRROR UNIT A/STEEL FRAME SUPPLIED BY OWNER. G.G. TO PROVIDE PROPER BLOCKING 1/4" MIRROR PRIOR TO INSTALL. 35 SENSORMATIC DOORMAX UNITS SUPPLIED AND INSTALLED 1:3Y OWNER, SEE SHEET A4.5.0 36 HANDICAP DRESSING ROOM BENCH. 5EE DETAIL 4/F2.0.1 37 CONTINUE MALL FLOORING TO STORTEFRONT CLOSURE LINE 5EE DETAIL #I/A4.3.0 35 LINE OF CEILING ABOVE 0 CASHWRAP / BACK WRAP SUPPLIED BY FIXTURE CONTRACTOR, INSTALLED BY G.G. 40 8' HT. FURRED -OUT DISPLAY WALL FIXTURE W/ RECESSED STANDARDS SUPPLIED BY OWNER INSTALLED BY G.G., SEE DETAIL 1/F2.0.0 0 MIRROR UNIT W/ WOOD FRAME (W -q) TRIM. SUPPLIED 4 INSTALLED BY G.G., SEE DETAIL 5/F2.0.1 42 30 "W x 6'H MIRROR A/STEEL FRAME FRAME SUPPLIED BY OWNER G.G. TO PROVIDE Y4 "THK. CLEAR MIRROR AND INSTALL 44 PROVIDE WALL OPENING FOR NEW EXIT DOOR; SEE FLOOR PLAN NEW HI -LO DRINKING FOUNTAIN; SEE DETAIL 5/A4.7.0, H -2 AND PLUMBING PLAN FOR MORE INFORMATION 11✓ 11 YV 1 4..r 911 1 V1- 1 IV Irh 1 r9I Il/IY 1 CUSTOM CABINET UNITS; PROVIDED BY OWNER INSTALLED BY G.G. SECURE TO FLOOR AND WALL AS REQ'D 48 PUCK WALL PANELS, SEE DETAIL II /F2.0.0 FOR INSTALLATION PANELS PROVIDED BY OWNER INSTALLED BY G.G. qq CEILING MOUNTED CAMERA- SUPPLIED AND INSTALLED BY F21. G.G. TO PROVIDE J -BOX AND CABLING TO STORAGE AREA - VERIFY W/ F21 CONTACT BRIAN CHUNG (4 50 PROVIDE ACCESS PANELS FOR ALL HVAG EQUIPMENTS8ALL F21. PROVIDE EQUIPTMENT AS REQUIRED SEE DETAIL 1 /A4.2.O 51 SPEAKER LOCATION SUPPLIED AND INSTALLED BY F21 G.G. TO PROVIDE SEPARATE WIRING FOR EACH SPEAKER TO STORAGE AREA. 53 G.G. TO PROVIDE BLOCKING FOR CHANDELIER, F21 SUPLIED. 54 GYP, BOARD CEILING PAINTED PT -I 55 ALL SPRINKLER LINES AND HEADS TO BE EXPOSED BELOW GLS- PAINTED FT -I IF EXIST'S SPRINKLER LINES ARE ABOVE GEILING DROP THE HEADS TO GEL ING HEIGHT ONLY 5 l G.G. TO VERIFY CEILING SMOKE DETECTOR LOCATION AND CONNECTION TO LANDLORD SMOKE AND ALARM CENTRAL SYSTEM WITH LANDLORD FIRE ALARM SYSTEM TO MEET LOCAL AND FIRE DEPARTMENT REQ'D 57 FUR -OUT EXISTING COLUMN AS TIGHT TO COLUMN AS POSSIBLE 58 DUCT WORK TO SE CONGEALED ABOVE CEILING 5q EXISTS MALL FASCIA/ BULKHEAD TO REMAIN PATCH AND PAINT AS REQ'D 60 PAINT ON DRYWALL PT -1 61 15 "HT. PLATFORM FINISH W/ 62 4" HT. DRESSING ROOM SINGAGE STAINLESS STEEL BRUSHED FINISH LETTER PROVIDED ff INSTALLED BY SIGN CONTRACTION 63 NUMBER FLATS HOOK ® 5 ' -6" A.F.F. SUPLLIED 13Y F21 INSTALLED BY G.G. 64 DRESSING ROOM HOOKS SUPLLIED BY F21 INSTALLED BY G.G. G.G. TO PROVIDE PROPER BACKING PRIOR TO INSTALL 65 S" HIGH WOOD BASE SUPPLIED BY F21 INSTALLED BY G.C. 66 CUSTOM FITTING ROOM DOOR; PROVIDE BY F21 INSTALLED BY GC 67 GROWN MOLDING, F21 SUPPLY /G.G. INSTALL 4 FINISH. FINISH: PAINT W/ PT -1 68 HDGP SYPBOL [4,4' -6" A.F.F. 7p 12 "HT ALUMINUM LETTER MIRROR FINISHED INTERIOR SIGNAGE SIGN MANUFACTURER TO PROVIDE SHOP DRAWING FOR APPROVAL l 71 "12 73 74 75 LINE OF CEILING DECORATIVE MOLDING TRIM 4 "HT. TERRAZZO BASE SUPPLIED SY TENANT INSTALLED BY G.C. INTEGRATED COVE BASE 6" HIGH 5EE FG -5 IN FINISH MATERIAL SCHEDULE 30" x 5' -3 "HT HDGP FITTING ROOM MIRROR W/ I/4 "X2 "FRAME SUPPLIED BY F2I SEE DETAIL 2/F2.O,1 GLASS 4 INSTALLATION BY G.C. DECORATIVE / MEDALLION TRIM, FINISH; - AT ACCESSARY SALES AREA: PAINT BY BREAK- THROUGH, COLOR: WHITE 70 -I, FINISH: SATIN. - AT MAIN SALES AREA: PAINT W/ PT -1 76 DECORATIVE CHANDELIER LIGHT PROVIDED BY TENANT INSTALLED BY G.G.; G.G. TO PROVIDE PROPER BLOCKING ABOVE CEILING PER SPECIFICATION PROVIDED BY LIGHTING VENDOR, SEE LIGHT FIXTURE SCHEDULE Al .1.1 - - FUCK WALLS: I. PANEL FINISH: PAINT W/ PT - 2. TRIM: METAL TRIM TO BE MIRROR POLISHED FINISH. TYP. 3. FUCKS: MARLITE PUCKS TO 15E MIRROR POLISHED FINISH. TYP. - IS VINYL GRAPHIC OVER PAINTED WALL PROVIDED 4 INSTALLED BY F21 7q 1/2" THK. TEMPERED GLASS 80 1 1/2 STAINLESS STEEL STOREFRONT BASE SI DISPLAY LIGHT FIXTURE IN CEILING; 5EE REFLECTED CEILING PLAN AND SCHEDULE 82 DISPLAY LIGHT FIXTURE IN STOREFRONT COLUMN; 5EE POWER AND SIGNAL PLAN AND LIGHT FIXTURE SCHEDULE 84 3" DEEP MIRROR POLISHED STAINLESS STEEL CHANNEL BACK -LIT STOREFRONT SIGNAGE BY SIGNAGE CONTRACTOR G.G. TO INSTALL, SEE SHOP DRAWINGS 85 2 "X2" STAINLESS STEEL REVEAL PAINTED W/PT -1 S6 3 -5/8" 20 -6A. METAL STUD 87 88 5 "X3 "XS /16" STEEL TUBE EXISTING MALL DUCT MOVE AS REQUIRED TO ACCOMODATE CEILING/ SOFFIT/ STOREFRONT COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF WORK 1 I/6 /' .. I/ .4 119V 1/I■ILLL VU ILL LJ I r9Lyl If\ 1 L1�, IIYV V 1 V I IY._J 1 / - '91 q0 1 /16 THK. TRAVERTINE ON A THIN -SET FLEXIBLE LATEX - PORTLAND GEMENT MORTAR ON 5/8" FIRE SHIELD DENS - SHIELD TILE BACKER 0/ METAL. STUD FRAMING CD CUSTOM STOREFRONT MULLION ASSEMBLY; BREAK METAL IN MIRROR POLISH STAINLESS STEEL OVER BLOCKING AS REQ'D. PROVIDE 1 /5 "xI /8" REVEAL ADJACENT TO STONE(ALL 51 DES). 0 3 -5/8" ISGA. METAL STUDS OS" O.G. FOR DISPLAY PLATFORM AREA 10 CONGEALED METAL CHANNEL 4 CHANNEL TO SUPPORT STOREFRONT GLAZING CAULK 4 SEAL AS REQUIRED. a5 FLUORESCENT LIGHT FIXTURE IN STOREFRONT COVE SEE RCP, POWER $ SIGNAL, AND LIGHT FIXTURE SCHEDULE q6 3" HIGH LOGO 3M FILM FROSTED LETTERING APPLIED TO BOTH 5IDE5 OF GLASS FINISH TYPE "FROSTED CRYSTAL"; LETTERING TO BE 2-6" FROM FLOOR q7 STOREFRONT WALL - MOUNTED DECORATIVE LIGHT FIXTURE; 5EE RCP AND LIGHT FIXTURE SCHEDULE q8 5/8" THK. TYPE "X" GYP BOARD UP TO UNDERSIDE OF STRUCTURAL DECK TO PROVIDE SMOKE BARRIER WALL SEPERATION BETWEEN MALL 4 TENANT 20 5/8" THK. TYPE "X" GYP. SD, PAITNED WITH PT -I HIGH GLOSS NEW 2' -6" X 2 STOREFRONT LOGO PLAQUE BY SIGNAGE CONTRACTOR 5EE DETAIL 3/A4.3.0 AND SHOP DWGS. STONE FINISH ON 3/4" THK. PLYWOOD AND 5/8" THK. TYP "X" GYP BD. AT DISPLAY PLATFORM SEE FINISH FLOOR FLAN FOR PATTERN 45° BRACING 3 -5/8" 2O5A METAL STUDS @48" O.G. 4 " IS -GA. METAL STUD CAULK $ SEAL BUTT JOINTS AS REQ'D TO PROVDIE SMOKE BARRIER BETWEEN MALL AND TENANT PROVIDE FIRE RETARDANT BLOCKING AS REQ'D 5/8 TYPE "X" GYP. ON 3 -5 /5" MTL. STUD PAINT TO MATCH MALL BULKHEAD PATCH AND REPAIR (E) BULKHEAD 50 TRANSITION FROM OLD TO NEW LOOKS UNIFORM (2) #8 - SCREW I/2 "XI /2" METAL REVEAL PAINTED W/ PT -I FLUSH MOUNTED KEY SWITCH I -5 /8" 20GA METAL STUDS 5/8 "THK. GYP. BD. PAINTED FLAT BLACK 4 RADIUS REFLECTOR 13Y FORMGLAS PAINTED W/ PT -I; 5EE DETAIL 5' HT. ALUMINUM LETTER STOREFRONT SIGNAGE; MIRROR POLISHED FINISH I\LJ/L/VLL 11 IL V/"91 111- 1 TEEN YVVIS 4 J 1 VI \L 1 Ir4 1 1:. ILLVJLY I LIJI 1 IVIV, I "I/'YIVVI P L I UI \LI\ IIVI V: ("""C"-•; �• 7 "F "7J(W "...-1` EXISTING LANDLORD'S MALL DIFFUSER A A _-,c GROME DOOR HANDLES BY BLUM GRAFT DS- 130F(DEADBOLT HOUSING), D15- 130F(DUMMY HOUSING) TENANT FINISH APPLIED TO WALL IN ESCALATOR AREA. "x3" METAL ANGLE REVEAL TO SEPARATE LANDLORD'S WALL AND TENANTS WALL ▪ 2 "x3 STAINLESS STEEL NON - PAINTED REVEAL INSTALL 4 "X4'IX4' -0" 10 GA. STAINLESS STEEL CORNER GUARDS IN OUTSIDE CORNERS OF ALOVE 3/4" X 3/4" CLEAR ANODIZED ALUMINUM REVEAL TO SEPARATE LANDLORD'S BULKHEAD, NEUTRAL PIER AND TENANT'S BULKHEAD RETURNS. NEW ELEVATOR AND ASSOCIATED EQUIPMENT, FINISHES AND SHAFT SHALL SE INSTALLED BY G.G. NEW GRAND STAIRCASE SEE STRUCTURAL DRAWINGS AND 4, 5, 6/A4.6.0 NEW GLASS HANDRAIL SEE I, 2, 3, 4/A4.6.0 REAR DOOR SIGNAGE WITH TENANTS NAME AND SPACE NUMBER. INSTALL 2" H, DIE GUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED 5 -O" ABOVE FINISH FLOOR, CENTERED ON DOOR. REAR EXIT DOOR TO BE ENCLOSED WITHIN AN ALCOVE. ALOVE TO HAVE q -O" H GYP. D. CEILING WITH RECESSED LIGHTING. FINISH OF ALOVE AND DOOR TO MATCH THE FINISH OF CORRIDOR. INSTALL A DOOR BELL LOCATED 3' -6" ABOVE FINISH FLOOR. G.G. TO SUPPLY 5/8 TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. Q KEY NOTES Job No. DATE: SCALE: FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Sheet Title Consultants DRAWN BY: Sheet No. F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/07 LL PRELIMINARY SUBMITTAL 10/10/0 - 7 PRELIMINARY RE- SUBMITTAL F INAL LL 50MITTAL. 11/08/07 ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, oI /oq /o8 F21 LANDLORD COMMENTS /2\ 02 /OI /oSPLAN GI -IEGK RESPONSE (2) KEY NOTES RECEIVED CITY OF TUK\A/ LA FEB 0 7 2008 PERMIT CENT93 2K SEPT., 2007 ELI. N CHECKED BY: M. LEE A0.1.1 LEGEND A4.0.0. mom N/A N/A r N/A N/A . _I. _I. _ N /AI N/A NO. WIDTH X HEIGHT X THK. (2) 3' -o" W XIO' -O" H 3I -0" X 6'43 x1-5/4" 2' -6" X S' -O" X 1 - I/2" 3' - 0" X 6' - 8" X I - 3/4' 1 3' - 0" X 6 X I MATERIAL METAL WOOD AND PAINT SOLID GORE WOOD (N)HOLLOW MTL. (N)HOLLo1N MTL. FINISH PT -I PT -26,27 PT -I PT -1 FT -I MATERIAL EXISTING 16 GA. MTL FINISH DETAILS HEAD JAMB SILL E 3 )~ FT -I ii.A.2a N /AI N/A N/A - 4.1.0 / N/A ii.A.2b ii.A.2b %%/////////////'//f/////////%A ■I ■1 ■1 ■1 ■1■ ■1MN ■11 ■11■ ■1 ■1 ■1 •1 ■1■ rrrrrirri i�rriirrritrrirrarrrrrrrrirrrYYrrrrr „7 A r ///%//// % 44%- - //1/7//A TYPE A SOLID GORE WOOD DOOR NO SCALE r I L TYPE B HOLLOW MTL. FLUSH DOOR EXISTING DEMISING WALL G.G. TO PATCH $ FAINT TO /NEW FINISH EXISTING DEMISING I HR -RATED WALL -) MTL. STUDS BY L.L. G.G. TO PROVIDE (I) LAY>nRS S /S” TYPE "X" GYP. BD. AT TENANT SIDE TO UNDERSIDE OF DECK PER MALL STANDARDS. A4.0.0 NEW DEMISING WALL: METAL STUDS BY LANDLORD ; G.G. TO PROVIDE ONE LAYER OF 5/5" TYPE "X" GYP. SD. TO DECK ABOVE AT TENANT SIDE ONLY. A � 4.0.0 YIFTIKIi r 4II WTI I Tr) nF FTQIIrTIIQ>= NEW FURRING BY G.G.: 1/8" FURRING CHANNELS @ 16" O.G. AND 5 4 "THK. GYP. BD. TO 6" ABOVE CEILING ON TENANT SIDE ONLY. PROVIDE BY G.G. NEW PARTITION WALL; 3 -5 /S" 20 GA. MTL. 5TUD5 16" O.G. W/ (I) LAYER 5 /S" 61'.15D. ON EACH SIDE TO 6" ABOVE CEILING. PROVIDE DIAGONAL BRACING @ 48" Q.C. TYP. PROVIDE R -II BATT INSULATION AT EXTERIOER WALLS. NEW PARTITION WALL 3 - 5/8" 20 GA. MTL. STUDS 16" O.G. W/ (1) LAYER 5 /S" GYP. BD. ON ONE SIDE TO 6" ABOVE CEILING. PROVIDE DIAGONAL- BRACING @ 48" O.G. PROVIDE BRIDGING. SAME AS WALL TYPE "B" EXCEPT PROVIDE WATER RESISTANT GYP, BD. AT TOILET ROOM AREAS. SEE INTERIOR ELEVATIONS FOR THE LOCATION OF TILE AND OTHER FINISHES. A Ir1Y IIC.0 11 1 11\ I I/ I )_ I ILIVI I I / V 1♦_1_ / 1 / 11 11 I IVIV /l/ *1_� ,� .� /(� L✓ V/ 1 I I I1-. ✓ IVY I (PARTIAL HEIGHT) TOP HEIGHT $ 12" A.F.F PARTITION 2 - 1/2 11 20 GA. MTL. STUD 16" O.G. 1N/ (I) LAYER 5/8" GYP. P. EACH SIDE TYP. BETWEEN SECONDARY DRESSING ROOMS SEE ELEVATIONS FOR ADDITIONAL INFORMATION NEN (PARTIAL HEIGHT) BUILT -OUT WALL 3 - 5/8" 20 GA. MTL. STUD 16" O.G. W /(I) LAYER 5/8" GYP. BD. ON TOP AND BOTTOM EXPOSED SIDE ONLY WALL STARTS AT I' -I 3/4" FROM FLOOR . BUILT -OUT WALLWITH LIGHT COVE 3 - /S" 20 GA. MTL. STUD 16" O.G. W /(I) LAYER 5/8" GYP, BD. ON Hl_L LArL L1' nI,VLn BUILT -OUT WALL 3 - 5/5" 20 GA. MTL. STUD IS" O.G. MI) LAYER 5/8" GYP. BD. ON ALL EXPOSED BIDES ONLY.. NEW I -HOUR RATED PARTITION WALL; 3 -5/8" 20 6A. MTL. STUD 16 O.G. W /(I) LAYER 5 /8" TYPE "X" GYP. BD. 2 ON BOTH SIDES TO UNDERSIDE OF STRUCTURAL DECK A\ 4.0.0/ U.L. DESIGN NUMBER :SIGN NUMBER : U465 • 1 , J d , v NEW 1 -HOUR RATED PARTITION WALL 3 - /5" 25 GA. MTL. STUD 16" D.G. W/(I) LAYER 5/8" WATER RESISTANT GYP. BD. ON TOILET ROOM BIDE AND (I) LAYER OF 5 /8 ""TYPE "X" GYP. BD. ON THE OTHER TO UNDERSIDE OF STRUCTURAL DECK NEW WALL; 3 - 5/5" I6 GA. MTL. STUD 16" O.G. W /(I) LAYER 5/8 TYPE "X" GYP. BD. ON EXPOSED SIDE TO UNDERSIDE OF DECK; (AT STOREFRONT) SEE DETAILS FOR /■1'1'1 1 ILJINfrkL 11\11 " 1/`h I MN NEW STOREFRONT WALL; 3 -5/S" 16 GA. MTL. STUD 16" O.G.; SEE STOREFRONT ELEVATIONS AND DETAILS NEW GLASS STOREFRONT SEE STOREFRONT DETAILS 1. - / \I✓ I IvV V Try✓ JIYIt I 1.1L-VV V J TYPE G CUSTOM FITTING ROOM DOOR COILING GRILLE - SEE SPECS OMIT SEE SGHED FOR OPENING WIDTH TYPE D MOTOR OPERATED ROLLING GRILLE AT -ci BY ALUMATEK I NG, (800) 141 -cf G15O DESCRIPTION •I I- I- ./ /V V 1 I 1/Y . J-/ AV I1 .,/I Y 1- .V L L / q \ NEW COLUMN COVER; G.R.G. COLLMN COVER BY FORMGLAS SEE DETAIL FOR RADIUS NEW FURR - OUT WALL; 3 -5/8" 20 GA. MTL. STUD 16" O.G. W /(I) LAYER S /8 GYP, BD. EACH SIDE TO 6" ABOVE CEILING NEW FURR - OUT WALL; U8" HAT CHANNEL W/(1) LAYER 5/8" GYP. BD. TO 6" ABOVE CEILING MOTOR OPERATED - TOP MOUNTED 1 S \ 1.1'<W JAI 1 . CIIGi?_t LIT C VIFTIAIr "Y' Ri? W171 -1 7/" 1..IAT rLJAKIKIFI AMr) (1)1 AYMIP Rr "1h11 Y IIF Tr) G,° dRr)VF rPI Ihlr MIT C TYFE-E EXISTING EXTERIOR GLASS DOOR IA/GLASS FRAME / T \ / T \ Ave /✓ ✓/V L✓ V/"1. 1 II4- ✓I I.. IV V.V. I V11J )_/'\1 LIB ✓/V V11 LJY VI\ L /♦I V.JI -Y .JI Y!- VIM 1 VI IV V I 'YL VLI4_1 NEW 8" MASONRY BLOCK ELEVATOR SHAFT WALL; FURR -OUT MASONRY WALL 1N/ /8 HAT CHANNEL AND (I) LAYER 5/8" GYP. BD ON EXPOSED SIDE ONLY UP TO 6" ABOVE GELLING WALL SCHEDULE TYPE -E NEW GLASS DOOR W/ GLASS FRAME DOOR TYPES 5 3' -0" X 5' -O" X 1 - 1/2" REMARKS: I. ALL POOR SIZES SHOWN TO BE FIELD VERIFIED PRIOR TO FABRICATION. 2. MAXIMUM THRESHOLD HEIGHT TO BE 1/2" WITH 1/4" MAXIMUM VERTICAL G RANGE 4 A MAXIMUM OF 1/4" BEVELED EDGE_ 3. PROVIDE LEVER TYPE HANDLES THAT DO NOT REQUIRE GRASPING ABILITY PER TITLE 24 4 ADA GUIDLEINES. 4. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE U5E OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, FLUSH $ SURFACE BOLTS ARE PROHIBITED. 5. A SIGN SHALL BE INSTALLED ADJACENT TO MAIN ENTRY DOOR TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." LETTERS TO BE MINIMUM I" HIGH ON CONTRASTING BACKGROUND. LOCKING DEVICE SHALL SHOW WHETHER DOOR 15 OPEN OR LOCKED. 6. ALL WOOD DOORS SHALL SE "PAINT GRADE" 4 GOMPLY WITH "GLASS I" FINISH REQUIREMENTS. 7. MAXIMUM EFFORT TO OPEN DOOR SHALL BE 5 LB5. MAX. APPLIED PERPENDICULARLY TO POOR RATED ASSEMBLIES MAY BE INCREASED TO 15 LBS. MAX. 8. PROVIDE KICK PLATE FER 3FEGIFIGATIONS. q. HAND - ACTIVATED DOOR OPENING OPENING HARDWARE SHALL BE LOCATED BEWTEEN 30 $ 44" A.F.F. 10. 20 MINUTE U.L. LABEL REQUIRED. ALL RATED ASSEMBLIES SHALL SE GASKETED TO PROVIDE A SMOKE $ DRAFT SEAL WHERE THE DOOR MEETS THE STOP AT HEAD 4 JAMBS. 11. 45 MINUTE U.L. LABEL REQUIRED. ALL RATED ASSEMBLIES SHALL BE GASKETED TO PROVIDE A SMOKE 4 DRAFT SEAL WHERE THE DOOR MEETS THE STOP AT HEAD a JAMBS. 12. PROVIDE HANDICAPPED SIGN PER DETAIL - INSTALL 60" A.F.F. 13. PROVIDE DOOR STOP PER SPECIFICATIONS. 14. PROVIDE DOOR CLOSURE PER SPECIFICATIONS. 15. PROVIDE SIGNAGE FOR STORE IDENTIFICATION PER LANDLORD REQUIREMENTS. 16. PROVIDE PANIC HARDWARE WITH DETEX ALARM 4 OVERRIDE KEY PER CODE 4 FIRE DEPT. REQUIREMENT. 11. PROVIDE WOOD THRESHOLD TO MATCH WOOD FLOOR. I. PROVIDE WATERSTOP THRESHOLD PER DETAIL. 11. UNDERCUT 1/2 BOTTOM OF DOOR; SEE MECHANICAL DRAWINGS FOR ANY POSSIBLE REQUIREMENTS. 20. EXISTING DOOR TO BE RELOCATED G.G. TO VERIFY DOOR CONDITION AND THAT DOOR MEETS MALL REQUIREMENTS AND STANDARDS AND ALL PREVAILING CODE REQUIREMENTS. 21. EXISTING DOOR TO REMAIN; G.G. TO VERIFY DOOR CONDITION AND PATCH, REPAIR, REPAINT AS REQUIRED FER MALL STANDARDS AND PREVAILING GODES, INGL. FIRE RATING. 22. NEW ROLL -DOWN SECURITY &RILE SHALL SE LOCKED IN AN OPEN POSITION WHEN TENANT SPACE 15 OCCUPIED. 1. MATERIAL A. THE HARDWARE THROUGHOUT SHALL BE SUBSTANTIALLY MANUFACTURED, FABRICATED AND ASSEMBLED. PARTS SHALL SE WELL FITTED AND EASILY OPERATIONAL. 5. HARDWARE FOR LABELED DOORS: ALL HARDWARE FURNISHED IN CONNECTION WITH DOORS BEARING UNDERWRITER'S LABELS OR WHERE NECESSARY TO MEET SPECIAL REQUIREMENTS WILL BE STRICTLY IN ACCORDANCE WITH THE REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITY AND SUBJECT TO THE APPROVAL OF THAT AUTHORITY. G. SCREWS AND FASTENINGS: HARDWARE FOR HOLLOW METAL DOORS, HOLLOW METAL FRAMES, OR ITEMS TO BE ATTACHED TO MASONARY OR TILE FLOORS OR WALLS SHALL SE SUPPLIED WITH THE PROPER MACHINE SCREWS, LEAD SHIELDS, TOGGLE BOLTS OR OTHER APPROVED FASTENING DEVICES AS REQUIRED TO PROVIDE THE BEST MEANS OF APPLICATION, D. FINISHES I. DOOR CLOSERS - MANUFACTURER'S STANDARD, SPRAYED ALUMINUM TO MATCH DOOR FRAMES. 2. THRESHOLD, DOOR BOTTOMS, MULLIONS AND SOUND SEALS - MANUFACTURER'S STANDARD. MILL FINISH ALUMINUM. EXCEPTION: THRE=SHOLD AT MAIN ENTRANCE SHALL BE SATIN FINISH STAINLESS STEEL. 3, PUSH PLATES, PULL PLATES, KICK PLATES - IS GA. STAIN FINISH STAINLESS STEEL. 4. PANIC BOLTS, LOCK-SETS, MISCELLANEOUS ITEMS AND BUTTS - SATIN CHROMIUM PLATED (US26D). 11. ACCEPTABLE PRODUCTS A. PROVIDE THE FOLLOWING PRODUCTS: 1. ACCEPTABLE MANUFACTURER: a. BEST ACCESS SYSTEMS (OR APPROVED EQUAL BY SGHLAGE OR STANLEY) ALL LOCKS SHALL BE 1 - PIN INTERCHANGEABLE GORE CYLINDERS, EXCEPT ALL FITTING ROOMS (SEE BELOW). NOTE: FITTING ROOM DOORS TO BE KEYED ALIKE. PROVIDE (6) SETS OF ALL KEYS TO OWNER. 2. LOCK-SETS: a. e. f. 9. J. WOOD AND PAINT PT -2627 WD. FT- I b. STOCKROOM /MANAGER'S OFFICE/MACHINE ROOM: 013K- 1- 0- N- 15L -K -STK -626 C.. I ITTI!!IC 50 0! fC. d. TOILET ROOM: HSO04 RSS PASSAGE BY GRUPPO VALLI VALLI CO, (212) 326 - 8811 IL ✓CHIC✓ - In L. I VL✓ I LVL+I. VV. (JYJ1 4 rJ - VI - IV LL 4. BUTT HINGES: I Ln I LL/ Lnl'Ii- 1� YVVI� I ) REAR EXIT DOOR: EGL -8050 FOR 36" DOOR /N/REMOTE BYPASS, OUTSIDE KEY CONTROL, PANIC HARDWARE; MUST BE ABLE TO ACCEPT OWNER SUPPLIED BEST ACCESS SYSTEM 1 -F CYLINDER GORE. GORRIDOR DOOR: SAME AS (REAR) EXIT DOOR WITH PASSAGE LOGKSET 3. DOOR CLOSERS (WHERE REQ'D BY DWGS): a. ACCEPTABLE MANUFACTURERS: SARGENT 1210 SERIES PARALLEL OR APPROVED EQUAL b. ALL DOOR CLOSERS SHALL BE THE PRODUCT OF ONE MANUFACTURER THOUGHOUT THE INTERIOR AND EXTERIOR SERVICE DOORS. c.. ALL DOOR CLOSERS TO HAVE NON - FERROUS COVERS .050 "MIN. - 2 MAX. PROJECTION. d. ARMS TO BE FORGED STEEL. e. CLOSER TO HAVE SEPARATE VALVE ADJUSTMENT FOR BACK CHECK, CLOSING GYGLE, AND LATCHING CYCLE. f. CLOSERS FOR ALL DOORS TO HAVE ADJUSTABLE SPRINGS TO INCREASE POWER 50% PLUS REVERSIBLE DOOR TO 3005T LATCHING POWER. 9. DOOR CLOSERS TO BE AVAILABLE IN SIZES (2) THROUGH (6). IT SHALL BE HARDWARE SUPPLIER'S RESPONSIBILITY TO FURNISH DOOR CLOSURES SIACE TO COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS FOR INDIVIDUAL DOOR SIZES AND LOCATIONS. h. DOOR CLOSERS SHALL BE PROVIDED WITH SUITABLE BRACKETS, ADAPTER PLATE, DROP AND FILLER BLOGK5 FOR THE OUTSWINGING EXTERIOR DOORS AND SPECIAL CONDI TIONS. 5EE DOOR SCHEDULE FOR APPLICABLE DOORS. a. ACCEPTABLE MANUFACTURERS (FINISH TO MATCH FRAME) STANLEY FBB (4 -1/2 " X 4 - 1/2 s. 7. SEE HRDWR NOTES 3ELOW ii.A.2a iL.A.2c HARDWARE REMARKS SEE REMARK NOTES BELOW STOREFRONT ENTRY SWING GLASS DOOR TOILET ROOM DOORS; 1, 2, 3, 6, 7, 1, 12, 13, 14, I8, 101 AT DRESSING AREA(S) I. 3, 6, 1, 01 STOCK ROOM; I, 2, 3, 6, 7, 8, 4, 11,14 NEW EXIT DOOR 1, 2, 4, II, 13, 14, 16 NEW EXIT DOOR; I, 2, 4, II, 13, 14,16 AT HANDICAP DRESSING AREA(5); 1. 3, 6, 7, 1 DOOR SCHEDULE b. ALL INTERIOR AND EXTERIOR DOORS UP TO 7" HIGH SHALL HAVE ONE AND ONE -HALF (I -1/2) PAIR OF BUTT HINGES. BUTT HINGES FOR ALL QUTSWINGING EXTERIOR DOORS SHALL HAVE NON REMoVEABL3 PINS (NRP). c. ALL HINGES TO BE FIVE (5) KNUCKLE, FLUSH SALL BEARING DESIGN, WITH WIDE SPACED BEARINGS. BEARING ASSEMBLY SHALL BE THOROUGHLY LIBRIGATED. SALL BEARINGS TO BE OF CHROME ALLOY MATERIAL THROUGHLY HARDENED. ALL FULL MORTISE HINGES TO HAVE A HOLE IN THE BOTTOM TIP FOR EASY PIN REMOVAL FOR NRP. d. TOILET STALL DOORS: INTEGRAL GAMMED HINGE FOR TOILET STALL DOORS PROVIDED BY DOOR MANUFACTURER. THRESHOLDS a. ACCEPTABLE MANUFACTURER: DOR- O-MATIG TYPE NO. 4 IN EXTRUDED ALUMINUM (CORRUGATED THRESHOLD 4 ") NOTE: UNLESS NOTED OTHERWISE BY DRAWINGS OR CONDITIONS, THEESHOLD TO BE 4" WIDE. b. FURNISH TYPE THRESHOLD AS REQUIRED FOR STILL CONDITION. PROVIDE CADMIUM PLATE SCREWS AND ANCHORS, IR REQUIRED, OF APPROPRIATE LENTH TO SOLIDLY SECURE= THRESHOLDS TO SUBSTRATE. c. ALL ALUMINUM EXTRUSIONS SHALL BE ALLOY 6063 - T6, AND SHALL MEET HANDICAP REQUIREMENTS. d. TOILET ROOM THRESHOLD: WHITE MARBLE THRESHOLD BY AMERICAN OLEAN; 4" X 36" DOUBLE BEVELED IN M311 THASSO5 WHITE 6. WEATHERSTRIPPING a. ACCEPTABLE MANUFACTURER: NATIONAL GUARD PRODUCTS, INC.: 162 - - AT HEAD AND JAMB. PEMKO: 2 -A5- 1A1/53 S ILICON SEAL AT HEAD AND JAMB. b. PROVIDE AT ALL EXTERIOR DOORS ONLY. C., DOOR BOTTOM SEAL: NATIONAL GUARD PRODUCTS, INC. IS -DK -5N OR APPROVED EQUAL. EXIT DEVICES (WHEN REQUIRED PER DRAWING) a. ACCEPTABLE MANUFACTURER: NATIONAL GUARD PRODUCTS, INC.: 162 -DK -B AT HEAD AND JAMB. PEMKO: 210 -A5- W/53 SILICON SEAL AT HEAD AND JAMS. b. SHALL B3 FURNISHED AT ALL LOCATIONS REQUIRED BY THE DOOR SCHEDULE AND /OR MY GODES OF NFPA SO, NFPA LOIN AND RS 40 EVENTHOUGH HARDWARE OF OTHER FUNCTIONS MAY HAVE LISTED IN THE SCHEDULE OF HARDWARE THROUGH ERROR. KICK PLATES a. PROVIDE KICK PLATES FOR THE PATH FOR THE PUSH SIDES OF SERVICE DOOR5 (HOLLOW METAL OR WOOD) SPECIFIED TO HAVE CLOSERS AND /OR HOLDERS. b. ALL KICK PLATES TO BE 10" HIGH AND SHALL EXTEND THAT WIDTH TO DOOR LESS THAN 2", UNLESS OTHERWISS NOTED. c. ALL KICK PLATES TO BE IS GAU STAINLESS STEEL. G. DOOR MUTES a. PROVIDE NO. 64 OR NO. 65 AS REQUIRED BY FRAME MATERIAL FOR ALL DOORS EXCEPT THE OUTSWINGIN& EXTERIOR DOORS AND "A" LABELLED DOORS. PROVIDE THREE (3) FOR EACH SINGLE OPENING. 10. WALL BUMPERS AND DOOR STOPS a. ACCEPTABLE MANUFACTURER: WALL BUMPER: IVES 407 - I/2 IN SATIN STAINLESS STEEL FLOOR STOP: IVES 436 IN SATIN STAINLESS STEEL. b. ALL INTERIOR DOOR SHALL BE STOPPED WITH HALF - ROUND, RUBBER -FACED DOOR BUMPER. WALL MOUNTED IF POSSIBLE; FLOOR MOUNTED OTHERWISE G. d. FINISH: SATIN STAINLESS STEEL. TOILET STALL WALL STOP: CHROME PLATED ZAMAK WALL STOP (ITEM# HAWSZ) BY GOMTEG (TOILET STALL MANUFACTURER) II. DOORS NOT SPECIFICALLY MENTIONED SHALL HAVE HARDWARE OF EQUAL QUALITY, DESIGN AND FUNCTION AS REQUIRED BY INTENDED USE AND CONDITIONS ON KEEPING WITH CODES AND NFPA 50, NFPA 101 AND R540. DOOR HARDWARE 3eai: 4 3 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCH ITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @, FOREVER 21 1999 ALL RIGHTS RESERVED. 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants DATE: SCALE: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 FC7REVEFZ SOUTH CENTER 011 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 Consultants NO. DATE REVISION Sheet Title WALL & DOOR SCHEDULE/ED Job No. 2K-617 DRAWN BY: DENNIS MICHAEL HEATH STATE OF WASHINGTON 1/28/0"1 LL PRELIMINARY SUBMITTAL 10/10/07 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL II /O8 /O7 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, 0I /Oq /08 F21 $ LANDLORD COMMENTS CHECKED BY: M. LEE A0.1.2 REGISTERED ARCHIT CITY OF TUKWILA jr,; I 1 2EE2 PI~I$Ml I GENII ER SEPT., 2007 ELI. N SYMBOLTyPE • o a ® ,,•,r, 0, _ A AE AA AAE AD AF - A-42 AH6 AK B BAI 52 EI E2 EM FAI FA FA -E FBI FC F1-11 FH2 AND EXIT SIGNS DESCRIPTION 6" HORIZONTAL 2 - LAMP COMPACT FLOUR) =G) =NT W/ CLEAR TRIM. SAME AS TYPE A, EXCEPT INSTALLED WITH EMIEGENGY BATTERY BACK -UP 8" HORIZONTAL 2 - LAMP COMPACT PLOUREGENT WITH GLR TRIM. SAME AS TYPE AA, EXCEPT INSTALLED W/ MEGI =NGY BATTERY BACK - UP • - - - WITH ADJUSTABLE TRIM „ 5 -I /4 LOW - VOLTAGE RECESS WITH ADJUSTABLE TRIM (NEW CONSTRUCTION) - • r, a . c . - 6" RECESSED WITH ADJUSTABLE TRIM FOR LOVE FLOUREGENT WITH GLR TRIM. 26 -I /4" RECESSED MULTI SPOT WITH SIX ADJUSTABLE SPOTS" - - -A_ . "- - - - s• RECESSED 3 3 -LAMP METAL HALIDE MULTI SPOT c a . .. - ... - METAL HALIDE MULTI SPOT RECESSED 3gWATT 2 -CAMP METAL HALIDE 3" LOW- VOLTAGE RECESS WITH IN/ ADJUSTABLE TRIM (NEW CONSTRUCTION) 6" INGANDEGENT RECESSED WITH CLEAR TRIM CUSTOM CHANDELIER OLD F21 6" METAL HALIDE RECESSED WITH CLEAR TRIM OLD F21 OLD F21 WALL WASHER OLD F21 RING TRACK FIXTURE ` GMH TRACK FIXTURE EXIT SIGN WITH BATTERY BACK-UP E -LIT - SURFACE MOUNT DOUBLE -FACE EDGE -LIT EXIT SIGN WITH BATTERY BACK -UP -- - _ . EXIT SIGN WITH BATTERY BACK -UP RECESSED CABINET EMERGENCY LIGHT WITH BATTERY BACK -UP COMPACT FLUORESCENT. SAME AS TYPE F, EXCEPT PRE -WIRED BATTERY BACK -UP INSTALLATION. NOT USED NOT USED NOT USED 4 FT 2 -LAMP FLUORECENT STRIPLIGHT. — — NOT USED _ - 4 FT I -LAMP FLUORECENT STRIPLIGHT. 3 FT I -LAMP PLUDREGENT STRIPLIGHT. _ _ SUPPLIED 81' F21 AND INSTALLED BY G.G. SUPPLIER: LIGHT MFG NDRA NORA NDRA NORA JUNO - NORA � - -- MODEL NO HOUSING: NHP -2ISEL TRIM: NTS -6516 HOUSING: NHP- 218EL /EM TRIM: NTS -6316 HOUSING: NH5PU - 218EL TRIM: NTS - 8716 2ISEL /EM TRIM: NTS- 511C - - - ter• - - - - ••• HOUSING: TG43 TRIM: 4556 -WH - TR A +G _ HOUSING: NH - 26Q TRIM: NTM - 576 HOUSING: NHP- 2642EL - - - E- 166A NMR- 155cIEWW628 - - AM ., u _ 6. HOUSING: NL- -3010 TRIM: NL -3365W HOUSING: NH -26Q TRIM: NTS -41 TBD HOUSING: NHPM- 77D /EL TRIM: NTS -41W FIXTURE- TM121WH __ . - ', ' NXESB- I -R -WH NXES13- 2 -R -WH 12PM70 GH252 -BI I -UNV GH132 -511-UNV GH125 --UNV GH117 -1511-UNV 21q -2658 LAMP TYPE/ FIX (2) 18W GFL, 5000K (2) ISW GR., 5000K (2) 18W CFL, 5000 (2) ISW GFL, 5000K WIN/ 1 (I) 50W MRI6 FL4O (1) 45N PAR35 FLOOD - -- LAMP SPEC/ FIXTURE VANIA GF18DD /) =/ SYLVANIA 830 SYLVANIA GF18DD /E /830 SYLVANIA GF18DD /E /550 SYLVANIA GF 18DD /E /830 �'" SYLVANIA 50MRI6 /FL40(EXN) _ _ - SYLVANIA 45PAR38 /GAP /SPL/FL30 - - -- - , I REMARKS INCLUDES UNIVERSAL 120/211V ELECTRONIC. BALLAST COMES WITH IOTA# 1 -42 -EMA EMERGENCY BATTERY BACK UP BALLAST. INCLUDES UNIVERSAL 120 /2T7V ELECTRONIC BALLAST COMES WITH IOTA# 1 -42 -EMA EMERGENCY B ATTERY BACK UP 15ALLAST. D D. •5T ACCESSORY AREA - -- - - DRESSING ROOMS UNIVERSAL 120 /2TIV ELECTRONIC, BALLAST INCLUDES I SYMBOLTYPE +� FK5 F{C4 FKB DESCRIPTION 46 -1/2 T5 FLOURESGENT STRIPLIGHT 34 - T5 FLUORESCENT STRIPLIGHT 22 - I/2" T5 FLUORESG) =NT STRIPLIGHT MFG FSC FSC PSG _ MODEL NO 28146 ( SPECIFY VOLTAGE) 28134 (SPECIFY VOLTAGE 28122 (SPAGIFY VOLTAGE) LAMP TYPE/ FIX (I) 28W T5, 5000k (I) 21W T5, 3000k (1) 14W T5, 5000k LAMP SPEC/ FIXTURE S y Ivan FP28 /85D SYLVANIAI'P2I /83 SYLVANIA FP14/830 REMARKS - FOREVER 21, INC. 2001 S. Alameda Street L os Angeles, GA 90058 Phone. 213.747.2121 Fax. 213.741.5111 AT STOREFRONT COVE, STAGGER SPGAING FOR MOST EVEN COVERAGE. AT STOREFRONT COVE, STAGGER SPGAING FOR MOST EVEN COVERAGE, 44.1. �, AT STOREFRONT COVE, STAGGER SPGAING FOR MOST EVEN COVERAGE. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. -' — — G 3 � 4 I A _ I FX2 G GI G2 G3 C. 4 � G6 C.'7 FLEXIBLE LOW - VOLTAGE LINEAR LIGHTING SYSTEM WITH LED CAMPING CUSTOM CRYSTAL CHANDELIER 2 TIER 5c1" DIAMETER. NOT USED NOT USED M G USTO CRYS TAL CHANDELIER 22 1.2" DIA. X 24 - 1/2" HT CUSTOM CRYSTAL CHANDELIER 25" DIA "X 31" HT. CUSTOM CRYSTAL CHANDELIER , ; NOT USED CUSTOM CRYSTAL CHANDELIER 21" DIA. X 50" HT GUST OM CRY STAL CHANDELIER GSL LIGHT BULB CITY LIGHT BULB CITY LIGHT BULB CITY LIGHT BULB C ITY LIGHT BULB CITY LIGHT BULB CITY LIGHT SULK CITY LIC�r -IT HULK CITY _ ►, r JUNO - LIGHT BULB CITY 14 "W X 15" HT GROAN NORA CELESTIAL LIGHTING INV200 -6WT (6" SPACING) LB_EG21 -SL _ LS EG4 - SL L5 EG6 - SL _ LB- EC8 -SL I 1_13- 1110-BLK CB - 55KT I LB- 2473 -WT Housln•: NHPM 750 /EL - TH207-- 30rEMH -WH FIXTURE: TMI21WH L5 -12218 - LIGHT BULB CITY QTXE -150 -FLT HOUSING: NHPM - 770 /E1.- T RIM: NTM -576 USLSoQQ- GFX- 48- AWN -4P (2) IW LED FESTOON 3000K (15) 25W GAS CLEAR 4 (4) 25W GAS CLEAR (6) 2 5W CAS CLEAR . " . , (8) 25W GA5 CLEAR - (12) 25W GA8 CLEAR (5) 15W SPIRAL 3000K (I) 60W HALOGEN 5T15 (1 25W CAS CLEAR (I) 50W MH 3000K . .. ._ (I) 3 PAR20 GMH (2) 25W CAP CLEAR LB- .: ... ',. (I) 421N GFL 5000K (1) 701^i PAR38 GMH (6) aW GFL 4PIN 2700K L OPTILI =D 1102051506 SATGD# 53214 # SATGD 53274 SATGD# 53274 .: ' SATCO# S5214 _ _ _ a SATCO# S52 SATGD# 56203 _ - - SATGD# 53214 N/A Y rt # u • u- PHILIPS GDM55 /PAR2O /M /FL - - - - - _ . .._ SATCO# 53274 - (2) 2aW GAS CLEAR SYLVANIA* GP42DT /E/830 PHILLIPS GDM7O /PAR3S /FL /5K USN' 0# GFGSE /827 _ F INCLUDES T -120 (300W) OR T -122 (2 -300W) LOW- VOLTAGE TRANSi ORMER DEPENDIN ON LENGTH. BOTANICAL- GARDEN ROOM - - - — _ _ • _ _ _ _ BLACK +GREEN /BLACK +YELLOW (KELLY) ROOM, CUSTOM PAINTED WHITE, NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, EORS AND CONTRACTORS, OTHER PERSONNEL AGENCIES, ONLY I VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. (6) 50W PAR20 - - - - (3) 51IN PAR30 GMH - - (I) 37W 1s IR FL40 1 (1) 45W PAR38 FLOOD 6oWATTS (I) 70W PAR3S GMH _ _ _ r _ •_- r ' , LED LED (2) 55W MRI6 12V _ . --- 1 (2) 32W TS 3000K 1 (I) 32W TS, 3000K (I) 251N TS, 5000K SYLVANIA 50PAR20 /GAP /SPL /NFL50 I I PHILIPS GDM55 /PAR3OL /M /FL � � - • - - - - .. SYLVANIA 37MR16 /IR/FL40 /G SYLVANIA 45PAR38 /GAP /SPL /FL30 PHILIPS GDM70 /PAR58 /FL /5K .:. I - - - v - - ter •- -' LED LED (2) 551N MRI6 12V I ' SYLVANIA FO32T8/730 SYLVANIA F032T8/73D SYLVANIA F025T8 /730 VERTICALLY INSTALLED ONTO WALL AT STOREFRONT I -.. .. _ - . :- - r , INCLUDES UNIVERSAL 120/211V ELECTRONIC METAL HALIDE BALLAST r r:.. .. _ A. NO ■ _ - ... • INCLUDES 0/ 7Y ELE UNIVERSAL 12 27 C.7 ELECTRONIC METAL DRESSING ROOM DRESSING ROOM - SUPPLIED 15Y LBG PAINTED BY MAXIMUM VISIBILITY INCHALUDES DE UNIVERSAL 120 /277V ELECTRONIC METAL LI BALLAST INCLUDES UNIVERSAL 120 /2T ELECTRONIC METAL INSTALL WITH JUNO� TI32WH GDIL /CORD R231NH $ R5811H. 5T T O T 2 H GOIL /CORD R25WH B R38WH. SIDE INSTALLATION. FOR CEILING, WALL INCLUDES UNIVERSAL CANOPY FOR CEILING, WALL 4 SIDE INSTALLATION. • - r. A A . r . - s s.•r NON SALES AREAS ONLY AT - INCLUDES MAINTENANCE FREE LEAD CALCIUM BATTERY. FOR LOVE ONLY INCLUDES UNIVERSAL 120/271V ELECTRONIC BALLAST IN STOCK ROOM AND .OR CORRIDOR. IN STOCK ROOM INHERE THERE 15 NO CEILING, HAND iIXTURES WITH GRAIN 12' -0" AFF (G.G. TO PROVIDE CHAIN). VERTICAL 4 HORIZONTAL ON SIDES OF BEHIND WALL CABINET MOUNTED IN PERIMETER WALL. STAGGER FOR MOST EVEN EVEN COVERAG MOUNTED IN PERIMETER ALL STAGGER FOR MOST EVEN EVEN COVERAGE. MOUNTED IN PERIMETER WALL. STAGGER FOR MOST EUROFASE XX][ F O R EVE R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 � I I� /; NORA , a NORA NORA TBD NORA _ - - .. •••• • ' JUNO JUNO LIGHTALARMS SIMKAR _ SIMKAR SIMKAR SIMKAR BULB GITf, MR SAM LIM (626) - I An% -- - � � 1.-62 LG5 _ LG5 LG2 LG5 L Y TB -_ F1- - yy WL2 -- X X52 Y4 _. ■ OLD 2 - • • • r -.- �� � � _ F. CUSTOM CHANDELIER CUSTOM G}�ANDEL I ER �� �� 42 D IA. X 35 HT GLOSS BLACK. CUSTOM CHANDELIER 30" DIAMETER IN BIRCH FINISH. CUSTOM GRAN DELIER CUSTOM CHANDELIER 48' DIA. X 45 HT EMERGENCY LIGHT WITH BATTER Y BACK -UP OLD F21 GOOSENECK ARM OLD F2I WITH WALL WASH TRIM __ -� _ rte r • .. _ ■ - �- M1-1V VERTICAL BALLAST 3GWATT GONIX PAR20GMH TRACK FIXTURE METAL HALIDE WALL WASHER ON TRACK MHY VERTICAL BALLAST 20WATT CONIX WASHER ON TRACK , �'' I CUSTOM WALL SCONCE - PAINTED FINISH 000 000 Consultants 2470 A L A ti- V ID MARINER SQUARE LOOP M E D A, CA 94501 TEL 510.865.8663 FAX 510.8 6 5.161 1 T O G- - USE WITH JUNO TRAG -LITES SERIES RSWH, R6WH, R4/NH, R2WH, R23WH R21WH _..... .. WH RSWH USE WITH JUNO TRAC -LITES SERIES R8 • • or - • - - -;• -••. _ _ SATGD# 53214 - -- .: -- — = -- 1 Seal: ,- r REGISTERED , ��' I ARCH A C IT t � IT DENNIS MICHAEL HEATH STATE OF WASHINGTON Consultants • 2' -1 1 r - WL2 - 0 Y I I ).-1, E I I>=2 - NO. DATE REVISION 1/28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL - - - - - -- -- -• _ CUST WALL SCONCE GLOSS WHIT); FINISH ULTRA QUIET HIGH PERFORMANCE BATH FAN /LIGHT 6" METAL HALIDE RECESSED WITH ADJUSTABLE TRIM. 48" FLEXIBLE FLOORESGENT CHANNELITE FINAL LL SUBMITTAL. II /O5/O1 ISSUED FOR PLAN GHEGK EM PLAN CHECK RESPONSE, OI /0 1 /OS F21 6 LANDLORD COMMENTS w hECC1VCS.l CITY 0,1 TUKWi Jr-,I�l I o_- T( K5.3 - ER r • IN RESTRDOMS 1 ? - r � �' rV Sheet Title LIGHT FIXTURE SCHEDULE FA-B Lei INCLUDES UNIVERSAL 120/271V ELECTRONIC METAL HALIDE BALLAST AT STOREFRONT ENTRANCE IN ROUND CIRCLES ABOVE COVE ABOVE CASHIER AREA. 1 r h FIXTURE SCHEDULE Win r "i / O Nom: ALL, LIGHT FIXTURES Jab No 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY ELI N CHECKED BY: M. LEE Sheet No. AO.1.3 LIGHT 111 } ,_ 0 )_ 111 DESCRIPTION SIZE 43 "� 50 )( 5 I X v 43 I/2 " 1 S '/8' 3 �8 6 � I4' -0" X 5' X F I I I I INSTALL A ml _IL A_ I I_ Li , 1 I I FG N __III !IL J IT11[ 1 I I 1 Q M�4NUF.1 I1®F®® 0 O SUPPLIER REMARKS CHANDELIER/ Wf IT CASTERS WITH CASTERS - WITH C ASTERS J/�I I TI-} CASTERS _ . . . . SEE RCF ITEM SYMBOL DESCRRIFTION SOURCE REMARKS ITEM SYMBOL DESGRRIFTION SOURCE REMARKS ITEM SYMBOL DESGRRIFTION SOURGE REMARKS NIVJG 11\11'dd C - D GW05DW LRVTT PLUM BLACK WHITE FRAZEE INTERIOR WALLS USE EGG - SHELL/ CEILING USE FLAT z v d : . MADISON B LAGK /WHITE WALL. COVERING ASTEGK SUPPLIED BY OWNER INSTALLED BY G.G. g _1 3" HT. WOOD BASE WHITE PAINTED MOLDING CENTER AT ACCESSORY SALES AREA 5UPPLIED BY OWNER INSTALLED BY G.G FOREVER 21 INC 4610 GW054W- NATURAL ECHO FRAZEE STOREFRONT STEEL FRAME AND METAL CLADDING -FLAT OD WG -4 URNS ORANGE /SILVER WALL COVERING MADISON SILVER /WHITE WALL COVERING VGO 431-EMPIRE TOPE/LIGHT PINK ASTEGK ASTEGK ASTEGK SUPPLIED BY OWNER INSTALLED BY G SUPPLIED BY OWNER INSTALLED BY C AT SALES AREA B_2 4" HT. COVE VINYL BASE - 74 5HORLINE OR E ARMSTRONG OR EQUAL EXIT CORRIDOR SUPPLIED AND INSTALLED BY G .G. 2001 S. Alameda Street Los Angeles, CA 90058 d'i / v V F001 ROUND TALE LOOSE TALE GHANE2ELIER TABLE VERT. PLATFORM LONG TALE ,��3 GANDELRA 1245A LRV65 " GLIMMER GOLD" FRAZEE AT SALES AREA S _ 3 4 HT. W OOD BASE MATCH TO FG -15 MOLDING CENTER AT VINTAGE ROOM 5UPPLIED BY OWNER INSTALLED BY G.G Phone. 213.7472121 Fax. 213.741.5111 F002 PT -3A "DANDELION" 81 5 SHERWIN WILLIAMS AT SALES AREA _ __ 4" HT. TERRAZZO BASE MATCH FC -6 PEER RETAIL AREA - SUPPLIED SY OWNER INSTALLED BY G.G. Fllo � . S W 62gq 5 WG -5 VGO 434 TOPE /HOT PINK ASTEGK AT SALES AREA B-5 5" HT. WOOD BASE PAINTED W/ PT -I STORAGE ONLY SUPPLIED AND INSTALLED BY G.G. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCH ITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. F120 W Q/ IY Q IL � � SW 2815 - -� WG -6 "LARGE FLOWER BLACK/WHITE" WALL COVERING ASTEK AT " BK +WT" DRESSING ROOM, PERIMETER WALLS. FI30 PT -6 NAIROBI DUSK TH55 RALPH LAUREN AT SALES AREA 1 G -6' "LARGE FLOWER BLACK /WHITE" - ADHESIVE SACKED. ASTEK AT "BK +INT" DRE : OOM,' PERIMETER INALI 13-1 5" HT. WOOD BASE PAINTED IN/FT-21 OVERSEAS AT DRESSING ROOM 5UPPLIED BY OWNER INSTALLED BY G.G F140 �� _ _ _ _ _ ' -� 4 "LARGE FLOWER COLOR" WALL COVERING ASTEK. AT "COLOR" DR ROOM,' PERIMETER WALLS. (13-ED a" HT. WOOD BASE PAINTED IN/PT -I MOLDING CENTER AT DRESSING ROOM ENTRY 5UPPLIED SY OWNER INSTALLED BY G.G F15o - - r r . • RE CG -.D BK +WT "KELLY" LEAVES 4 FLOWER WALL COVERING ASTEK AT SALES AREA Q w IY d w 1 1- S-q 4 HT. WOOD BASE W/ PT -I MOLDING CENTER @BLAGK $ WHITE ROOM AND SGENIG ROOM SUPPLIED BY OWNER INSTALLED BY G.G FI60 NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR PROPRIETARY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT U@ FOREVER 21 1999 ALL RIGHTS RESERVED. � - - _ €G- E3 51LVER +WT " KELLY" LEAVES $ 1 WALL COVERING ASTEK AT SALES AREA # B -I0 4" HT. TERRAZZO BASE TO MATCH FG -7 PEER WHITE ON WHITE ROOM; SUPPLIED BY OWNER INSTALLED BY G.0 .. 4. _ - • - „ _ 6,G 51LVER+BROWN "KELLY" LEAVES 1 LOWER WALL COVERING ASTEK AT SALES AREA I 4" HT. WOOD BASE W/ PT -23 MOLDING CENTER AT COLOR ROOM (GREEN ROOM) SUPPLIED SY OWNER INSTALLED SY G.0 8358 - WILLIAMS CNC - 0 "Y ELLOW GHIN0155ERIE" - VINTAGE YELLOW ASTEK AT "VINTAGE" ROOM WALL. OPTION B -12 6" HT. WOOD BASE W/ FT-1 MOLDING CENT TRANSITION FROM FL TO SALES SUPPLIED BY OWNER INSTALLED BY G.0 83" - qG " ' WILLIAMS G -q • " GHINOISSERIE" - VINTAGE ORANGE ASTEK 1� 1 AT VINTAGE R� � - WALL 8 -13 I -I/2" HT. METAL BASE @STOREFRONT AREA ONLY PROVIDED $ INSTALLED SY G.G. -� - -- 80 - ' WILLIAMS WC -10 "FLOWER WALL COVERING" - VINTAGE PINK ASTEK AT "VINTAGE" RO PANELS. GRAY GRANITE STONE TEL.81S 255 - 0320 BY 6 G - 83 WILLIAMS G -ID� "FLOWER WALL COVERING" VINTAGE BLUE AT AT "VINTAGE" ROOM � - M ALL. 8-1 5 4" HT. WOOD BASE W/ PT - 20 MOLDING CENTER @BOTANICAL ROOM SUPPLIED BY OWNER INSTALLED BY G.0 XXi[ F F EVE FZ SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 OP SINS - 171 AT SALES AREA "GARDEN LADY" - VITAGE PURPLE$LUE ASTEK AT "VINTAGE" Rc SPECIAL AREA. B_16 4" HT. TERRAZZO BASE MATCH FG -q OR FG -11 PEER @BLACK ON BLACK RooM SUPPLIED 5Y OWNERIN5TALLED BY G.C. PT -I6 FAIRWAY 1645D FRAZEE AT SALES AREA C -12A "SIGYCLE PEOPLE" - WALL COVERING ASTEK AT MEN'S SALES -WALL $ POPOUT WALL. 40 NOT USED STOREFRONT F210 _ - - . V ` � kl) ill X LL I _ < 1cY W LLI 1 LU IL LL1 < Li i2 d LLI v F211 FT -I TSD AT MARIE ANTOINETTE ROOM WC -12B "BICYCLE PEOPLE" - ADHESIVED BACKED ASTEK AT MEN'S SALES - PANEL. NOT U SED STOREFRONT PT -S C I _ T BD AT MARIE ANTOINETTE RO NOT USED STOREFRONT _ • •• • CT -ID 51N6410 WATERSGAPE SHERWIN WILLIAMS AT VINTAGE 2 ROOM (5 -4] NOT USED STOREFRONT F21 PICTURE FRAME FIXTURE PICTURE FRAME FIX. 2 BUI -1 N SHELVES SEE fi LA SEE PLANS VARIES V.I.F. - ADHESIVED BACKED Consultants 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 TEL 5 10.8 b 5.8 b 6 3 FAX 510.865.1611 F230 _11 I 1 1 I 1 4 1 PT -20 " LIVELY YELLOW" 511 6102 SHERWIN WILLIAMS WALL @ "COLOR ON COLOR" ROOM (LIGHT. GREEN - EGG SHELL). S -5 THA5505 MARBLE; POLISHED FINISH "WHITE" GoLoR SIZE: I2 °x12' EMSEL TILE CONTACT: INTERIOR STOREFRONT AREA 5UPPLIED BY OWNER WG -13A WG -13B _ "BK +WT FOREST" -WALL GOYERI NG BK+WT FOREST - ADHESIVE BACKED ASTEK A5TEK AT "SCENIC" ROc WALL POPOUT F231 CT " CREEPING JENNY" 8216 SHERWIN WILLIAMS POPOUT WALL @ " COLOR ON COLOR "ROOM, (MEP. GREEN EGG SHELL). 5 -6 NAME: BURBANK A MARBLE SANDED FINISH "WHITE" GoLoR SIZE: 6 "x12„ SHAWO GOLDSTEIN TEL- 323- 65o -20oo INTERIOR STOREFRONT AREA SUPPLIED BY OWNER „ „ AT SGENIG ROc PANELS. z _ m z O O F240 PT - 22 "WHETSTONE" q84 ICI FLOOR @ "COLOR ON COLOR" ROOM (GRAY). 5_ - 1 NAME: "GRAY" STONE; TR NA M E : IN> , FINISH:HONED 51Z1~: 12 "xl2° CONTACT DANIELLA TEL.515- 255 -0320 INTERIOR STOREFRONT AREA, SUPPLIED BY OWNER - - - •, • , r �r - - - _ �� • - • ► • # .:. � -�, _ VARIES V.I.F. E3U I LT I N SHELVE53 PT -23 � 5W5414 NORI SHERWIN WILLIAMS BLACK ON BLACK ROOM 5 -b AME: "GRAY" 5TON1r T SA ND BLASTED. 51ZE: 47"x12" INTERIOR STOREFRONT AREA SUPPLIED BY OWNER PANEL F242 PT -24 BLACK #3103 ICI TRIM @BLAGK ON BLACK ROOM oFF -WHITE auAR SIZE: 12 "x12" WG -14 BROWN WOOD WALLGOVERING GRASS CLOTH PATT ATX226 ASTEK AT "VINTAGE" RC ) POUT WALL. OD ter 5W6123 BAGUETTE LIGHT BLUE ; . SW: PANTONE 12 -4601 TPX SHERWIN WILLIAMS - WILLIAMS AT VINTAGE 2 ROOM +- - -- r �� LIGHT BLUE @ "SK+WT" DRESSING R OFF - WHITE QUARTZ SIZE: 6 "xl2" PEER ilinjlik•LIMIIINk=j1g111011L■MMIII■■■■ r - r - "LEAF PATTERN" #: M051105 (GREEN PATT., SILVER BACK GROUND ASTEK AT COLOR ON C ROOM - fi ANLES. X WG -15 AN A DBGM TEL,5I5- 255 -0320 @EXTERIOR STOREFRONT AREA BY G.G. eal: 6216 REGISTERED . ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON " N- `�1.`. , "'. - - _ 5 - -2 WILLIAMS BLACK @ "BK +WT" DRESSING RM. INC-16 BLUE STRIPE ASTEGK NOT USED - PCF23 "FLORAL -TAPE GREEN" SW 8218 SHERWIN WILLIAMS DRESSING ROOM DOOR (GREEN) @ "COLOR" DRESSING RM. 40 BLACK AND WHITE LEAF PATTERN ASTEK LAG AND WHITE AREA WALL. (WASHING` NOT USED :..,. 1 , a� �. PT -2q GWOSOW LRVTI PLUM BLAGK WHITE FRAZEE DRESSING ROOM DOOR TRIM (OFF WHITE) @ COLOR D RESSING R. _ NOT USED _ PT-30 BREAK- THROUGH COLOR: WHITE 70 -1 FINISH: SATIN @ACCESSORY SALES AREA ONLY . V/ II W -4 NOT USED 7 J ._ - .____ ... - , Consultants K 0 "CORAL BELLS" ICI 55 ICI POPOUT WALL @ SPEGIAL ROOM (EGG SHELL). NOT USED _ - ` ` - VINTAGE ORANGE ASTEK ® WALL. 0 - T W -6 CD NOT USED WOOD MOLDING I -3 /8 "x 1/2" SY OWNER CONTACT F21 SALES AREA _ AROUND ROOM OPENING USE W /W - _ AGED BLUE ® POP OUT WALL. ;9N 107G G[OOM -a 0 O 0_ X 0 ill 1 I PANEL ^ � . .. a _ COVERING" -DIT51 YELLOW ® PANELS. IL 71 -- ►� dr . ■ _ -• L CW "5� WOOD MOLDING 5-3/5"x 1/2 BY OWNER CONTACT F21 SALES AREA - AROUND ROOM OPENING NO. DATE REVISION - NEWS PRINT 1/2S/O7 LL PRELIMINARY SUBMITTAL 11-cl WOOD MOLDING 2 -I /2 "x 1/2" 13Y OWNER CONTAGT F21 SALES AREA - AROUND WALL PANELS 10 /10 /0 PRELIMINARY RE- SUBMITTAL - .... . - - r,- BK +WT TREE PRINT ® W -IO FINAL LL SUBMITTAL. 11/05/01 ISSUED FOR PLAN CHECK - 5W65 DARING SHERWIN WILLIAMS AT VINTAGE 2 ROOM CP WOOD MOLDING 2 "x I/2" WHITE STAINED OAK WOOD FLOOR BY OWNER CONTACT F21 SYRACUSE FLOOR SYSTEMS, INC. DRESSING ROOM DOOR SALES AREA DRESSING ROOM 315- 414 -0355 SUPPLIED 13Y OWNER PLAN GHEGK RESPONSE, 01 /Q /OSF21 8 LANDLORD COMMENTS W Q INC-23A TREE PRINT ASTEK ASTEK MIMI I-i X z ma (RED) ® BLAGK STAINED /PAINTED WOOD FLOOR SYRACUSE FLOOR SYSTEMS, INC. DRESSING ROOM 315 - 414 - 0355 SUPPLIED BY OWNER op WHITE STAINED /PAINTED WOOD FLOOR SYRACUSE FLOOR SYSTEMS, INC. DRESSING ROOM 315 -414 -0355 SUPPLIED SY OWNER � ,1T REC!!VED r A : OF x TO •- � JAN `�' v'�d J33 FG -4 CORK FLOOR CHILEAN PEBBLE NESTHHOLLOW PROVINCIAL GQLLECION !FLOOR 323 - 548 -O8gI BOTANICAL ROOM OPTION SUPPLIED BY OWNER _ �..- ., _ PEE1! VIITC)LNNI1ER SHEET VINYL FLOORING SEAGATE OYSTER ARMSTRONG MONTANA OR EQ RESTRooM FLOOR W/ 6 INTEGRATED COVE 13, IN/ 3/5" RADIUS VULCANIZE ALL SEEMS Sheet Title FINISH MATERIAL & FIXTURE SCHEDULE FC -6 24 "x24 "QUARTZ- "OFF WHITE" PEER INDUSTRIES SALES AREA SUPPLIED BY OWNER OP 24X24 QUARTZ "WHITE" (GLACIER MIRROR) PEER INDUSTRIES SALES AREA SUPPLIED BY OWNER FLASTI G LAMI NATES NOT USED v DRYWALL CEILING ADVANCED TECHNOLOGY PT -I FINISH - FL/ 7NI?JOO F 1 lL lf1 z FG -8 24 "X24" QUARTZ HONED "BLAGK" PEER SALES AREA (SPEGIAL PROJECTS) INDUSTRIES SUPPLIED BY OWNER PORCELAIN WHITE AVONITE SUPPLIED BY OWNER TOP SUSPENDED ACOUSTICAL TILE 2'x4' LAY -IN WHITE ARMSTRONG OR EQUAL REA 5U BY OWNER NL� D BY U 24"X24" QUARTZ POLISHED "BLACK" PEER SALES AREA INDUSTRIES 5UPPLIED BY OWNER PL -3 MISSION WHITE #gg3_58 MATTE FINISH FORMICA WALL FIXTURE SUPPLIED 13Y OWNER AND INSTALLED BY G.G. SUSPENDED DECORATIVE - ROSETTE, LAY -IN WHITE FORMSLAS GOTAGT:.JIM FIEDLE ® FG - 10 18 "XIS" MARBLE - "WHITE" PLOISHED INNOVATIVE AGGE550RIE5 FOR LOVE AREA MARBLEI SUPPLIED BY OWNER _ _ In z il `, Bil C(R17) BE53855 PT GLASS BOARD KEMLITE GLASS oR EQU ® " " " �A R " POLISHED PEER ACCESSORIES FOR LOVE AREA INDUSTRIES SUPPLIED BY OWNER P610 FLEX CHANDELIER 5 43 /g SD I /2" HT. - 12 " xl2" CERAMIC TILE MIST QH15 DAL TILE @RESTROOM FLOOR ONLY MOULDINGS VARIES • "" ® „ ARDEX „ _ GRAY. Si' OWNER TO BE SEALED, SPEGIAL ROOM. CONTACT F21 SUPPLIED BY OWNER Job No. 2K -617 5 3/4 "H x 1 3/4" T ILE DOVE BASE: Q -3685 DAL TILE aR.ESTROOM BASE ONLY: FINISH TO MATCH TO FLOOR PEBBLES, INSET BY OWNER SGENIG ROOM. CONTACT F21 SUPPLIED BY OWNER DATE: SEPT., 2007 ■ . • - P A. ► DGD FG -14 AMERICAN HERITAGE, SW033 - " BARN WOOD” VINTAGE 2 ROOM. SHAW HARDWOOD SUPPLIED BY OWNER CEILING ® SCALE: NOTE' MAXIMUM FLAME SPREAD GLASS OF FINISH MATERIAL USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED THAT SET FORT IN TABLE 8 -5 A. 0 -25 FALME - SPREAD INDEX = GLASS 1 FOR ENCLOSED VERTICAL EXIT -WAYS B. 26 -15 FLAME - SPREAD INDEX = GLASS II FOR OTHER EXIT -WAYS G. 16 -200 FLAME - SPREAD INDEX = GLASS 111 FOR RIMS OR AREAS u ' DRAWN BY: ELI. N I CHERRY / BROWN- STAINED WOOD FLOOR ANDERSON, V INTAGE ROOM. DELLAMANO - SUPPLIED BY OWNER DMA61g6 CHECKED BY: M. LEE FG - I6 CONTEMPORARY PORGELEAN COLOR: "G" GRAY 24" X 24" G051 SGENIG ROOM. FLOORING SUPPLIED BY DINNER. (323) q36 -2150 NOTE: LEADTIME 1 MONTH. Sheet No. AO.1 .4 t T FIXTURE SCHEDULE 2 FINISH MATERIAL SCHEDULE 'I 0 NEW FAIR 0 GAS 2 0 20 SALES AREA H INTAGE ROOM) 0 22 23 DRESSING ROOM 2 0 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 > MALL SERVICE CORRIDOR 0 7 i _ r r '.' s 1 T I I T i` [ [ I ■ `l If' #., STOCK ROOM OPEN �. 0 TOILET - „ —' ' i I I i I I T I I I r � l „ r , � THE CONTRACTOR B RESPONSIBLE FOR RE1/EVU OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, O. BUT NOT LD TO DETAILS. MEIONS. PLANS SEDIIDNS SPECIR ATIDNS) PERTANNO T3 ANY SPECFIC AREA OR ITEM OF CONSTRUCTION PRIO TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY NCONSIBTENCES. D COO NCEMENT OF OMB$IO NS PRIDRW THE ARCHITECTS CLARIFICATION WHERE APPLIG .BLE 1 il b II „ - u�,� u���� u „ ,,',,,N,�,''','''''''','„ , y 1 () p STAIRYVELL (MALL) - -- 1 I : I I a f .1 s 1 1 I_ _ I I I i , I 711 I 1 I }. _ �_ ILL —+ %�' 5 f l , ' ,• s ,,, 1 .. +.. , . I ; " A LE • ° :. . . _ _ OF IN TO 11 II I Z (MALL) I y 0 - esislitsosrffig ORZSMEZZEMR , ,. 1 ( 1 I I l l s • n 1 1 - - -- ,,, t , ;�,,,,, , ., �, „ _�, ,s 1 I I] I „ii�H i % I o Y '`- I f I I I I I 1 f I — 0 1 i. ` ,i.,ffff�k,;�,,,r,,,, I 0 ALESA AREA 8 MIEN S y i r ri, !... 1 D � •II i I I • � f I � I r, 1 l I I { ... .. } .ya. l I w rr,.w,. l v,,,,i Ari - 0111 I I 1 °- • NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART. WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. TFESEARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS. CONSULTANTS. ME CONTRACTORS. GOVERNNT AGENCIES, VENDORS AHD OTHER PERSONNEL OM.Y IN ACCORDANCE WITH TIM NOTICE COPYRIGHT • FOREVER 21 1999 ALL RIGHTS RESERVED. I I I M EN'S TOILET CIO ALESA AREA ,1 5GENIG ROOM O n ,,,,,, > — AL -- I — 1 — — I — —• _ _' " %/%��� ' 4rr� 1 — 1 �.! !. 1 % _ — f • 4 I I J h lJ�, I \ EXIT . '- . ,.r. r��_„,„i .�,,,�,, ,� „� I II . f . I ”' "I �f,r _ _ _ „i r, 7 r,i ,ia I I I I > s urr,rrfir,r rrrrr' , m r�i rry I l 1 I XX][ F O R E V E R S O U TH CENTER 8381 SOUTFICENTER MALL TUKWILA, WA 98188-2888 I :I {! I • ;II + %? f f s3 ;, j I 1 1 5ALE5A AREA II TAN IA REFS) EXIT GOR E I 15 1 II I I � •1 ' ALESA AREA Ip WHIT O N WHITE) I ? �ST� D ALESA AREA 5 WHIT WH 1 • { 1 1 _ f I f I rrri _ ' 1 ;` , : I _ 1 ' _ y r i ,, ,�� f Consultants : 6. \ B A GARDEN) 0 \ EXIT #I 4 1 I :f ,. fr . 0,irr/. .9 jrrfrr \ ENTRY 3 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 1 Sr SCALE: -1r-0' EGRESS PLAN N - LEVEL 2 2 STOCK RO�I AGGE555ORY 5ALE5 AREA 2 19 E 2A Seal: 6216 REGISTER �,' ARCH i ,i f HEATH STATE S OF C WASHINC7 N ",_ ,, JAI . i y . ... fir. ,, I ' ,,,,, s o — ■ 1 1 .1 a ( E) STORAGE RM (MALL) � (E) ACCE5550RY SAL�� A I E 1 g Y I t '\ % I STAIRWELL (MALL) I I I 1 • -- `` J 111111111 ��I!'�''� ELEVATOR EQUIPMENT RM T � L 1 "- I V 1 I OPEN 1 r a , • RESTROOM (MALL) ® TO ABOVE AREA W f , ', • 1 ' � NO. DATE REVISION a ENTRY . 3 EXIT # I - ...- ------ --- --- • _..... . 1/28/O LL PRELIMINARY 5U6MITTAL PRESSING ROOM I — 3 """'•'•. — — — — / ~ 10/10/07 PRELIMINARY RE- SUOMITTAL 1 ; E 3 49 1 ` " ` l FINAL LL SUBMITTAL. I I /08/07 ISSUED FOR PLAN CHECK _ F• r i t `I ii 1 11 FL AN Gi -IEGK RESI�ON5E, A OI /OG /08 F21 $ LANDLORD COMMENTS fp/f 11 1 I 1 1 0 I I I %I l 1I. I 1I u i ii I� • RECEIVED / tiro. !l. - Tr t,n n ..e A I D ALES AREA 3 E,LA ROOM) 1 „....... „.. • z •� 1 1 ` ALA E5 AREA I WHIT ONON WHIT L, JAN 1 7 2L 1 — "".""" -- _ : f Q y;l 4 4. GASH WRAP 1 PEk-dMbT C; f�l a i=� yy- y- I ( I t i ,,p$ .......... Sheet Title FLOOR PLAN LEVEL 1 \� [ I _ ISI _ t t F 1 1 - 1 I , Ifs f I ' r ,,� ;,,,,/ ,,,, f f s " r I. I ALES AREA 2 WHITEN WHITE) Y r - . 1 I 1 • I I` I l L� I SQ. FT. 4 OGGUFANGY CALCULATIONS (P ER TABLE1004.1,1 2006 IHG ) Job No. 2K-017 AREA 5Q. FOOTAGE OCCUPANCY LOAD FACTOR TOTAL OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED DATE: SEPT.. 2007 ® > e rr ' " " "' i4 y f vA 1 lanai REATIL SALES ROOM 0 GRADE FLOOR 5TORAG1r 4 STOCK ROOM 11,131 50 FT 305 SO PT 30 5F/P 300 5F/P 3"11 P I P 2 I 2 1 TOTAL 11,456 50 FT 512 P SCALE: 1 ! TJAal REATIL SALES ROOM ® OTHER FLOOR STORAGE d STOCK ROOM 13,566 SO FT 15.2c1 50 FT 60 5F/P 300 SF/P 232 P 41' 2 I 2 I D RAWN B 1 py : ELI. N J ° r d.' , s ,„, TOTAL 9,I5 5 0 FT 236E -., ' r 5 . MINIMUM EXITING OCCUPANT LOAD REQUIREMENT CHECKED BY: M. LEE EXIT # 2 SCALE: I /8" = I -O" N Sheet No. ` AO.1.5 > ___. _ � = :w =1 EGRESS PLAN - LEVEL 1 A n L N 0 0 m • } ELEVATOR EQUIPMENT RM mimm SALES AREA 4 (BLACK W/YELLOW) DRE551N6 ROOM SALES AREA 3 (6LA� a- 0 tr A t- N I -HR RATE WALL ink 0 N 9- ■ I (E) STORAGE RM (MALL.) 0 0 /' j 0 I L 1' -6" EQ 0 S -6" 07' /47/42/ // /w7/w 7/ w / 7/ w/ / 7/ m. I r 0Q C L OF • WALL FIXTURE 5 - 5 " 00 1 1' • 6' -8" TYP. 47 TYP. O TYP. 00 5' -11 I/2" TYP. 25' -q" V.I.F (E) STAIRWELL (MALL) A 18' -10" V.I.F. (E) RESTRAM (MALL) `J4 We: ii //fi.O 9 ///29 7///////.O Y.Z 14' -3 1/2" II' -S" 3 1 1 5' -5" - / .w /.a 7/rrww.�e .,W.' /,,, 7//rwmti � iwwwti rw/ww// 10/07/,16 ▪ WIZ/ / /7 / r / / / / / / / / / f / / /, a / /, a / /, a / / / /, o, a, a, a / / / / / / / w / / / 1101100 4/au i a I I� I 0 y TYP. 34 1 1 J � 5 / � * ( TYP. 1 / 0 ;. .... y I 42 —I0 0 O 0 I / I //0i7/777777i777i777i rrrwrwwrw /7/w. /., 31n4 ozz I0 10 P I0 IV 0 .. .......... i .4 1 TYP. 1 TYP. G A I 0 34 I F., „ „, i j _ \b0 " IE0 / " .41 i 16'- 1 /2" ' 1 1 -6 „ 1 f 1 1 1 1 %I 9- 0 cJ w ILI 9- 0 • EO 1 1 -O R 3 1 -0 " . II 4 TYP. 0 WIN 6' -0" ►u 0 6' -0" OPEN 38 TYP. TYP. D_ 0 D_ 0 R 0 A S E woo '- - - 12' -2" 38 TYP. 38 TYP. too 0 -- 1 1 1 .1 1 1 / \ / 30' -0 • too goo 6- 6 ,_ p „ ; J i urL IBM - EMI iwr wwiwwiiiiiiiiiwwiiiiwwiiiiiiiwww .60'M/iiw/7/Z/ iiiiiwwiiwww .. OPEN TO ABOVE •0 MEM STOCK ROOM I 18 v — I 1 38 TYP. ry R ACCESSORY SALES 2 YF. f ENTRY 2 0 0 0 O 0 EQ 0 woo C L OF WALL FIX TURE 33` -10" 31' -2 1/2" 31' -2 1/2" OPEN � � f R /w / R d- 0 N 10' -S I/2" 0 Y OF G SH WRAP 7 A • 71' -I 1/2" V.I.F. R 38 TYP. TYP. GA q' -0" SALES AREA I (WHITE SALES AREA 2 (WHITE OI . 0 19 / 0 6 3' 3 0 \ 0 J %ea wear 3 r 1. JJJJ JJJJJJJJJJ//{ J/ l�J] JJ/J J/ OJJ/ JIJI / /7/// /J /OJ / /J /J777 /J //YJ / O/ Jl/ JIJ///// J/ J/ J/ J/ J/ J///// iY/ J/ J//. Y/J //J /J7 //Y /l / / /J /J/ / /7 /J /J / //J// ' -0" 3S TYP. ADJACENT TENANT 47 TYP. 6 A . OF WALL FIXTURE 26' -2 21' -Ip 1/2" 21' -4 1/2" OPEN 7 1 1 1 1 1 b 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 35 TYP 1 1 1 1 1 40 TY 1 1 1o' -8 1/2" +1' -4" 1' -6 " 3'„ p' +I' -4" . r/7.977/7/7/Z 1 7//77/7/7/77 O 0 m N N - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® 1 1 1 J ACCESSORY 5ALE5 NOTE: - DEMISING WALLS THAT ABUTT LANDLORD'S CORRIDOR AND EQUIPMENT ROOMS ETG ARE 1 -HOUR RATED. - LL SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT'S G.G. IS TO INSTALL 5/8" TYPE X GYP. BD. TENANT'S SIDE OF DEMISING WALL. TENANT'S G.C. MUST MAINTAIN A 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. - ALL INTERIOR PARTITIONS AND DEMISING WALLS THAT HAVE ADJACENT TENANT'S HAVE A 6" CLEARANCE BETWEEN GYPBOARD AND TOP OF DECK. - G.G. TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENT FOR ALL TRENCHING WITH MALL ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. - PERMIT 15 REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' - IN HEIGHT. NO RACK STORAGE 15 ALLOWED 12' -0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCKROOM SHELVING WILL BE ALLOWED SINGE SINRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DEISGNED FOR ORDINARY HAZARD GROUP 2. NOTE: SEE SHEET AO.I.I AO.1.2 FOR KEY NOTES ,WALL LEGEND was 111. AND 1700R SCHEDULES SCALE : 3/16" = 1' -0" RECEIVED CITY OF TuriivlLA FEB 0 7 2008 PERMIT CENTER FOREVER 21, INC. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK- THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants NO. DATE REVISION Sheet Tite Joh No. DATE: SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 836 SOUTHCENTER MALL TU KWI LA, WA 98188 -2888 DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 F O F EVE F SOUTH CENTER 011 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENNIS MICHAEL HEATH STATE OF WASHINGTON q /28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- 503MITTAL FINAL LL 5U5MITTAL. II /05/01 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, 0I /0 /0SF21 4 LANDLORD COMMENTS 02/01/0a PLAN G1 -IECK RESPONSE (2) FLOOR PLAN - LEVEL 1 2K-617 SEPT., 2007 ELI. N CHECKED BY: M. LEE A1.0.0 ADJACENT TENANT NOTE: SEE SHEET AO. I.I A0.1 FOR KEY NOTES , WALL LEGEND AND DOOR SCHEDULES SCALE : 5/16" = 1 -0" (E) STAIRWELL (MALL) (E) RESTROOM (MALL) A4.8.0, 54' -S 1/4' SALESA AREA 8 (MEN'S) SALESA AREA 5 (WHITE ON WHITE) SALESA AREA 7 (SCENIC ROOM) STRUCTURAL BRACING. VERIFY TYPE AND CLEARANCE AT FIELD. L t Ty- N `0- 011 2-8 1/4" I/4" 81 -611 s 12 -3 I/4" 7 1 ..g.1//r //a ra / / /af//�J/jff / / /f/ mY00% X7//72M4 %00/./4: 1 IM=I ENE TYP_ TYP. • I' -6" 1'47" x o f • I' 4o TYP. l woo woo NEW STAN A 38 TYP. 14 -10" OPEN 1 7 1 -1" ego woo wso 2,' -3 31411 sass r wesi PN c1/ Il 1 9- 2' -9 9- 1 1 1 z 0 1 I GASH WRAP 2 ammlow /2rwv/ /nor. i iirrfrriirorfri. /4=7 /fi /rf/e/ 7rrf7i /77 fJ frffrfif/ TYP. in O N / W../A AW( // - ---- -- ///r//77.97/AA7/fi //A7R7 A • /// • 21' -7 3/4" 38 TYP. ENTRY_ I' -8" z w O 9- 3' 3 -4 11 40 I r-- g 1 - I 1 fC747/A X7.0704 •/// /a/ a/ /iii /iii/ //rail///// /iii // // 'AV f rrrirr rrerr/ iiiri/ rr// riir r/ fiiiiiir// fii r. rrrfrr /rii /rrrraiia/i / a/ al /a /a/f//f/af/73Yf/ /aa/r// / ///AA .7/!7/a/ //a ••• /rr%ff / /f / / /f7"/A. /lfr/ / /ff / 1 / //f 11/ mrlr/f!f 77.//!!00, r 7.6 :022777. 0 \ % fff/ ff/r 1l///f / / /ry/f//// / / lf/ /f /,Tif ff//// ff// f///l/ ffff/// l%/////// 1/// Off//l l/f//ff / /1ll/fff1 / /r / //pf/ /1 /.. / rf///l/f Of f///l �fffO !Y/f/frf / /1l /f/ %/1%f/� /f / / / //� fA 'ff!!!!r/L 70!////L1 r// /!llpi Y!!!//// /! 77././7 /!/!2 !!`.2747M, rl 7/7/0 +//ff / /ir, / 7 . 7 7/W l!` %r!!/ / r//i r- z Iz 0 was 15' -8 1/2" 10 ' 11 TYP. sow 10' -6" TYP. P 1 TYP II 1' 1' was SOO SALES AREA q (VINT�oOOM) aro 2S' -6 woo 11 -5 5/4" 38 TYP_ 11' OPEN 38 TYP. 6' -6" OPEN was • 1' ONO irrlr//i4 I 1 8' 77.7A,7,77,2?-7 / / a i / / /, G /, p / i / / / / � f / / / i f / r � / / f i / / /. � q, U / / a f a f / / a / / f / U! f a / /, � v / f was I3'-4 1/4" 10' -q" lUff% /f /a rr / / /f ////f t / / //f /- J b//////// /7../77/7!. .67//7/4'/, MS:WM V// 1 4 Y woo 81 _6 11 I I 1' 15-4" OPEN V 2 /2//. /r!r! 74 M717 6' -6" IL woo J SALESA AREA 6 (BOTANICAL GAREN) TYP. TYP. 1 1 0 N r r rrr r r r i/. r rf�r157 r i i r r rfrrfr i i i L 7 �r ri / y r r L 7 r r i r r r rrfr rfi i r r r . r r rrrr r i r y r irr rf i i i r r if /f i Vr!!!! /f/ /4 7/f/r Yorr//f/. 7/ 7 50/77 .2 77!/0/7/ I I 0'_6 " sly r u I' I' I' 1' II NOTE: - DEMISING WALLS THAT ABUTT LANDLORD'S CORRIDOR AND EQUIPMEN ROOMS ETC ARE I -HOUR RATED. - LL SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. T NANT'S G.G. 15 TO INSTALL 5/8" TYPE X GYP. ISD. TENANT'S IDE OF DEMISING ALL TENANT'S G_C. MUST MAINTAIN A 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. - ALL INTERIOR PARTITIONS AND DEMISING WALLS THAT HAVE ADJAGEN TENANT'S HAVE A b" GLEARANGF BETWEEN GYPBDARD AND TOP F DECK. - G.G. TO ERIFY LOCATION AND GET APPROVAL AND GORING REQUIREMENT ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. - G.C. SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH GOD REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE! MAINTAINED ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. - PERMIT S REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -q" IN H IGHT_ NO RACK STORAGE IS ALLOWED 12' -0" OR HIGHER. VERIFY W TH FIRE SHELVING WILL BE ALLOJNED SINCE SINRE PROTE ON STOCKROOM LANDLORD'S SPRINKLER SYSTEM IS DEISGNED FOR ORDINARY HAZARD GROUP 2. orr4 :7707// 970//.//4 '!//rJ/bj iv TYP. " /f /a /./f/ / /7/ 47.4 // /f // F /X/ ! / / //f % f /77/7 /7/ /// / / lrr /rf / / / / / /rrrr/ /r % /rrrf/ /f /al/ 7. 07 / /iiiiiiiiii /f /oifiiiidF ,! SALE5A AREA 10 (WHIT in Tcr z w 0 O 0 I I t I it 1 1 1 1 1 1 1 a g r //0.//1/74 NO. DATE REVISION Sheet Title Job No. DATE: SCALE: DRAWN BY: CHECKED BY: Sheet No. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIRC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT' EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CUENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH17-1IS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188-2888 Consultants Consultants 1)H 2470 MARINER SQUARE LOOP TEL 510.865.8663 FAX 510.865.1611 REGISTER ARCH \ DENNIS MICHAEL HEATH L STATE OF WASHINGTON 1/25/0/ LL PRELIMINARY SUBMITTAL FINAL LL SUBMITTAL. II/05/01 ISSUED FOR FLAN PLAN GHEGK RESPONSE, 01/0 it LANDLORD COMMENTS RECEIVED CITY OF TUKWILA FLOOR PLAN - LEVEL 2 EAST HALF 2K-617 SEPT., 2007 ELI. N M. LEE A1.0.1 TACA hi, t 1 zo eel o cv 1 J11 ,l, W EL O PO P 5 "I 3' -8" f 1 l 1 i r I f I f!/! /! / /M947,7 /!/ /////f /yi / / /!f!f/i % / / / /// // /flfyZA%A ' // / /fffffflf!%!H /////f//7227474/ 1 1 1 1 1 1 1 1 1 .4747,9-4M7722:49 / / / /! /! / //!// / /A / / ///A7,4227,227,7 / /I/!./Olff/fbY/l/�f// /!lp !!! / / / /// '/!!/J//// ' /! /J / / /!h / / / / / / // / '!/ / / / / /// %/ / / /! /// We //! /hi !/!/L!h, ! 6 I 3a TYP. fi d 3' -8" 3' -8" 3' -S" 5i-a" / 1 STRUCTURAL B GING. VERIFY, TYPE A D CrLEA<ANCI A I ltL11 I6' -3" TYP. TYP. V Al 1 1 1 1 I 1 1 707./7./// 744 74 7 Y/ 44',/� '/Jf/i7flfif 7//!f/!/f1, 6' -6" I' 61 -6" 1' -6" • 44' -O 3/4" 3' -8" 3 -8" TYP. 6' -4" OPEN a II - 6" 42' -7" SALE5A AREA II (TAN 1 3' -8" I I I //J!/. Z..07 iJ9fJ//y/ Y.44272772 7YW2/J!/.E r-wi4 1 1 II V7/444 472 / 6' - 6" ar, PRE55ING ROOM 2 ee� 3' -8" 3' -8" / Q 1- 21' -1" I I 1 I I I ■7:97.40 iii//// , YfJJ/ff//. 65' -2" V.I.F. I i 6' -6" / 3 -S 3/4" 7 1 t !/l,G, fl f!!! bl///////!! l!/ f!!1 ////!/}Y/!//// /fiy! /I /f /! //!/7////!.////7/707 !!!!! f /!47//!!!b/!f!!/!!!/ / /f/,%/!!! /flfl!! /! //y!f!/ / / ///LlU740 0 % ///1/J//!/. 7!/7444 .744D 0,57474 %/////J// I Yl!/!////. %f!//!/r7r :Uf!!/Jl /!////f /!!!/ // / • .4747 ;#' l 1 i H I 11 i 1 1 4 1 30X48 IGLR. 1 •, \ • d cd l la' -1 1/4 0 STRUCTURAL E3 RAGING. VERIFY TYPE otND GL}~ ARANGE A FIELD. WOMEN'S TOILET MEN'S TOILET EXIT CORRIDOR • MALL SERVICE CORRIDOR �I�I�I 1.1I1�1�1� f1 1�1. 3' 10' -I I/4" 3 n / / i4] CCA STOCK OPEN NOTE: - DEMISING WALLS THAT ABUTT LANDLORD'S CORRIDOR AND EQUIPMENT ROOMS ETG ARE I -HOUR RATED. - LL SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT'S G.G. IS TO INSTALL 5/8" TYPE X &YP. P. TENANT'S SIDE OF DEMISING WALL. TENANT'S G.G. MUST MAINTAIN A 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. - ALL INTERIOR PARTITIONS AND DEMISING WALLS THAT HAVE ADJACENT TENANT'S HAVE A 6" CLEARANCE BETWEEN GYPBOARD AND TOP OF DECK. - G.G. TO VERIFY LOCATION AND GET APPROVAL AND GORING REQUIREMENT ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. - G.G. SHALL PROPERLY SEAL ALL. PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVISES PENETRATING FLOOR SHALL BE FIRE RATED. - PERMIT IS REQUIRED FOR ALL. STORAGE RACKS MORE THAN 5' -q" IN HEIGHT. NO RACK STORAGE IS ALLOWED 12' -O" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCKROOM SHELVING WILL SE ALLOWED SINGE SINGE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DEISGNED FOR ORDINARY HAZARD GROUP 2. NOTE: SEE SHEET AO.I.I AO.1.2 FOR KEY NOTES ,WALL LEGEND AND DOOR SCHEDULES SCALE : 3/16" = I' - n RECEIVED CITY OF TUKWILA FEB 0 7 2008 PEHMIT CENT Sheet Title Job No. DATE: SCALE: FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR B RESPONSIBLE FOR REVEW OF ALL PORTIONS CF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LMTED TO DETAILS. DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTANNG TO ANY SPECFIC AREA OR REM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY NCONSBTENCES. DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARFICATION WHERE APPLICABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECFNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WTHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMBED REVIEW AND EVALUATION BY CLIENTS. CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT 12 FOREVER 21 1999 ALL RIGHTS RESERVED. DRAWN BY: Sheet No [7 Ft. E V E FZ SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Consultants DH DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION GI /2S/07 LL PRELIMINARY SUBMITTAL. 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL 1-1- SUBMITTAL. II /OS /D ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, 0I /0 F21 4 LANDLORD COMMENTS 02/01/06 FLAN GHEGK RESPONSE (2) FLOOR PLAN - LEVEL 2 WEST HALF 2K-617 SEPT., 2007 ELI. N CHECKED BY: M. LEE A1.0.2 ■ z h vS N d au. ill gir 11:§LIJ h'S 141111§ WMBOE id Mb fag14 g6 Ogrliii 11 N g 1 1 a8.3 Mq1 114 kiP 2 1 1; MAN h hard IX • w oc W W 0 H X 0 0 cn PaP 1 .o 00 LO IJ- .• z 0 0 O z W Z 00 m w � ri T< 0 J z* 0. 0 0 0 0 1 9 z z W r 1 1 1 1 1 1 1 1 1 1 1 NM a a ! ME a a ■a a a a a a a a a a II ii-- K 00 1 'J z 0 L I 1 4 0 d .0 _44 I11•11•II 111I 0 ■ ■ I- I: P. PD PD FD r . Gpp F- C P . P PD P NNE V IcLQ P P F P F F \❑ v v ❑ ❑ . 1 v v iT _ • 6 6 6 6 6 I6 6 7 1 6 6 6 6 6 6 6 (6Q IR cg 7 r o- 0 a ❑ a ,I ❑ O. 1- 1- 1- t- F co - 0Q❑ r 1 t ❑0❑ g itIV 1 V ;ICEM .j '�;❑�_ 0 � • VANN a .o-- — 0 U. E1 oR ▪ 'N MANN r r r 1 P P I a ❑ ❑ m ❑ 1- m P F a- a a a a a 0 0 . 4 41- 4 a »r. 11 1 1 1 • 1 1 1 Kji LI 1 1 1 1 1 1 1 LI! 1 -- (- i �0. I I z ze>41) tex0 \ zax® • LLI I f, ,- ❑ \ zex® z9x® zex° zexo 1 1 1 • 1 NNINAAN 1 1 1 1 1 1 1 1 1 9HV 1 ❑00 .1 000 000 . ❑00 0❑0 • . 000 f V 0 4 0 o 0 f f r ,Iz /I I I,z11 1L d 1' z del ,01 0DI z w 000 • ., ❑0❑ ❑0❑ 000 a NMI a s a a ,.1 ❑ 0❑ ❑0❑ • .b 0❑0 00❑ MN a a a a a a H 0 0 OA A\ /] I. I19 - I' Y • „9 Y du 01 00❑ • co • N . \ ti\\ \,�\1 l \\,\\\1 Q \\\ \\\ \ 1 iN 1 L , $ ,$ c r .--,, -- ---,,. di OA 411 :---- -- C> - f ,4 / ,it' f j. / f / � ° ' • 7 °U � \ o Q • — r • ` 9 41( 0� „9 I ° r � - r - x - \ / / r 'jyK K � \Q\ \\\ \Q\\ \Q\\\\\Q \\\o\\ \\\\\\\ \\\\\\\\\ \\\\ \\ \\\\\ \\\ \,\\\\\\\\\\\ \\\\\ \\i\\ \\\ \\\o\\\rn\\\\\ \\\\\ `K \Q\\ �`\\\\ ` \\\ �` \Q\\ \\\\\\\\s..m o\\\\\\l a a a a a a a a a a a a - a a a a a a a a a a a a -- a- - Nom a a a a a a a a a a a a a a a a a a 1J 0-9❑ • an 9HN 'I - -1❑❑ol 0 Q.1 0❑0 r: o 0 < ❑ 000 ❑d ❑1 f 9Md \ 10 00 1 a Q 0p 'J Q A- - .✓ f „G ,I Tr - 1 z a a A LL d 0 0 0 0 0 0 Q 0 0 0 9HH 1 o o-o- l ❑ 0 tiQ\ \Q� 0 0$ : •1 lL a a a T r y a a a a a a a a a a a a a a a a a a a a■r a s L . 000 �L H- 4: Q Q �I u 1 O In '.t 000 \Q\ . ...n. .., t.� h..., n . .. ".. n. / T� _ _ f _ � � -' -- II z1, ' 1 6 - ] Y - • ifl int,r ) : 1-11-1 <'31 I ' LL V 0 OA 0 000 000 I000l 0 ssk 1 CO 0 iu es 1 0 IL 0 0 N m I — TB TB 73 TB TS TS TS 511 $L B1 Sl J. ' r21 B1 81 431 �l �1 �T8 o v v a a a ©O® ° • 1fl001 AH6 10001 AH6 12' -6 AA® - reP. A.F.F• x }000 1 10001 AH6 A TS TS TB 7 Y T6 ( NOTE: SEE SHEET AQ.I.I AO.I.3 FOR KEY NOTES , SCHEDULES SCALE : 3/1&" = 1' -0" SALESA AREA 5 (MEND SALESA AREA 1 (SGEN ® SALESA AREA 5 (WHITE ON WHITE) NOTE: START LIGHTING FIXTURE LAYOUT FROM THIS POINT A.F.F. A.F.F. Ck OF WALL FIXTURE I / // //// A.F.F. q' -10" A.F.F. ' F- f- F F- F- F- F- F= I- I- I0 -0f !f/////////////!////. f// ff/ f! f/ f: Y!/ ff f! f! f ffff //ff!r/f/f!ff/iYffff!f,5,17 ./f f/ ff/ f/ f/ f/ f! ff/ f/ f/f fi7/ ffiYf/ fiY/ ffffiY/ f//// ffff/// f/ f/ ffiY/ f/ fI7//, /.//f/f / /f /f /rf/f /f /ffiY / / /ff!f %//..////. / / 4 f y 1 0 1 1 p i i r 1 0 0 0 y/ / 0 0 1 1 1 i 0' I I I I I I II 5 -6 000 T1YP. 0 ❑ • 1- t 1000 AH6 A.F.F. 5' 000 4 ,02274T. %/.00Yn %040 ?./Zan Mii0 / f ffff/// ffl//// f/f flf/ fl/ f /f/// fl// fffflflff //fff/ff /f /ff///l /f fflfff f /fl /4 \ 1 I I I TES TB TB TB TB v v v v NEW STAID ��Ynrrrmrrriii niriiniiiiii /4%niriirrrrri.�ir /9" "91 / 1 C:S 40001 AH6 10001 AH6 21 -1 I/4" 1 4' -6" 4' -6" A.F.Q. rt 4' -6 4 36-I 3/4" c OF STAIR 10001 AH6 (11I)AA v v TYP. 8' TYP. XA A •v' i v v v v A.F.F. 000 A°O s' 000 1 1 1 1 1 1 1 1 0 GASH WRAP 2 ii /!/! de/ /!/Ui //iiitri ii ri/iriiiiir,// // i rior /r/ii/roiilriirio/iii/iiioiiit / ff, 0 f, al. E/ f! f f f f o a/ yf f f. o f!, a!!f!, a, 4 o f! if / of f f f f f f f f p f! i i i i f f o f o r f/3".44! i i f! i i f f i r/ i i i i i i i i r i i i!! ii i i i d/ / i! i i i i i i i i i .44%;% i i i i/ 7 f r d, AAO AA° AA° ego ego ▪ Iwo 000 AAQ 000 A.F.F. woo Iq' ¢. OF GASH WRAP FS 4' N 000 000 ,-. A ▪ ► Io wa W"L IlINDOW ENTRY 3 4' A.F.F. A,0 10001 AH6 I2 O AAO ' -2 1/2" 10001 AH6 000 10001 AH6 f 5Y/ - 7 9 G f 7 O //i fm i/nmr /n r.a.anor 5 rm/,a22 �/r/r� FAimn 'ATA/Arm, I I I 1 I I I I I I !! //f .4".4" //!/ /!!!/f /// //W ff /a f/f!f'/ 10001 AM6 AAO 1000 AH6 000 000 000 f t f l z G Yf / l /f /, c // l f //f // 111 f l ! //f l / ll !/ / / f l / l 40'7 A.F.F. SALES AREA (VINTAGE ROOM) 10001 AI-16 000 GEILIHG OUTLET. AAO 1 Ati6 36' A 10001 AH6 TYP. 10001 AH6 A.F.F. 10001 AH6 10001 AAO I 1000 F.F. A1-lb 1 AH6 J 1 0001 AH6 0 0 0 ❑ 0 0 sosol %r/r /r/r/r. «7 / // /. % / / /H / /r, '% .4%.4 // // ; Z',7/fb :Uf/.% T T T - I 1 1 1 1 1 1 1 1 � I 1 woo woo 1 1 1 1 1 1 1 1 J 5A1.E5A AREA 6 (BOTANICAL GARDEN) 110001 1 AH6 10001 AH6 1 / TlIJ 7fff/f fff/ f/ 1fi�f / /f///f/f/Y /ll //////111//i /Ill /1111 /I trlllll�, / l / II�111 /11111 /r /III /II /I /� ' AA® AAO NOTE: - VERIFY WITH MALL'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF AGGESS PANELS TO LANDLORD'S EQUIPMENT. - GEL ING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. — ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONGEALED POP OF COVER TYPE. 000 . A.F.F. A.F.F. 10001 AH6 10001 AH6 5ALE5A AREA 10 (WHITE ON WHITE) 1 //.0,14.0 7 RECEIVED CITY OF TsUK ILA FEB 0 7 2008 PLHMIT CENTER FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants SCALE: DRAWN BY: Sheet No. FC,FREVE SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Sheet Title CHECKED BY: 01--I 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1 /2S /01 LL PRELIMINARY SUBMITTAL IO /IO /01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /OS /O1 ISSUED FOR PLAN GHEGK PLAN CHECK RESPONSE, 01/01/08 F2I 8 LANDLORD COMMENTS 02 /OI /O8PLAN GHEGK RESPONSE (2) REFLECTED CEILNG PLAN - LEVEL 2 EAST HALF Job No. 2K-617 DATE: SEPT., 2007 A1.1.1 ELI. N M. LEE / Il • 5: FA 7 1 - iii/ .177 1 1 g / I O • •r 11 1 1 1 1 1 1 1 %Jx „w /��� /�/ / �ifi��/ H/ fGY/ �r�rO�UU�r�rr� rr'/!.%////// ����G�OO���O// �O� ////1/ . /fV/Aff/ /�� � �� . ” Ea / J J // /J/ / / J J / / / /// J/ / / /J /// /// /// J/ / / / /// // / /// // // // / / / / /J / A / /// // / 1 / // / / J // / / / / / / / / / / / / � / f / f J / f f / / f / f / f / / / / / / / . % / / / / / / /% /// 1 r r EQ EQ 000 COO ffl AH6 Cf1 A AA® AAO AAO AAO • 10' NP. 1 0' TYP. • A.P.P. SALESA AREA II (TAN WTREE5) , { I qoo 0' P. .AH6 AA© 10' IYP. AK) DRESSING ROOM 2 • 7 y / IS) .$ y 0 KAK K rezeoz19: /// JU�////// 1////// /////.// J///// Nf Y// J/// J/////// d, N///// 1/ 1/ N/// JJ////// 1%/ J///////// 1%/////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// % / /0/ f// weare/f. raztv,DYf. W-7 '9///7,/59: 497,/92:5. x.yAffA Yf, 1 9 1T t 1 r f T r T - r I r - r r r - � �, / / //J% /. ///H // O//.9.07//0 \ c c 1j e A� • 000 • 1 m . 03A1 1 AI 000 10001 AH6 y J /J / /// f /f / { 1 f PO • . l 1 1 1 1 1 1 1 1 1 r 1 1 1 1 I 1 1 1 1 . . 1... _ 1. l 1 . .. - l- I _.. r -1 L w 4//////p 7.7/7/.7 7207///. % / ///. 7,77. J/ ///J/ /. 4 /N/// %/J//////r %f/f /f /// f//////// %J// 5959 / / / // /// %//////// %//////// %////////r %//////// %///J////r OVAV. J / J /J /7.77e. Hii7,i H/ iiiiHi /idiii /iHiHiiiiiiiiiiHii7,i/ 7 rN7iM/J i7, /irrrdir»»iiiH/fmi m/H mHHHN /fi/e /ifiien N rnvirrrmurrrrrrirrrrrrrr rirriii iriyrr rirridiriii/riiiiiii/iriiiiflle liiif/ /i fiff7,./i %/ l! %off / / / /fi /fi)fii 7,i / / /ii/ / /Ji / /iiiiiiii/iii /iiiii r lelel ■1 ■I ■lei ■1 y VIII • //77 /f.JJ /l/5959 /J/��///f/f /. A.F.F. ) ) 1- WOMEN'5 TOILET wam a' -o" A.F.F. • A.Q.F. MEN'S TOIL S' • • 1 ■Illei.i.i.lel ■I■1■lel ■1■lel ■le 1I ■lelei EXIT CORRIDOR MALL SERVICE CORRIDOR q' -O" A.P.P. A.P.P. STOGY OPEN NOTE:: SEE SHEET AO.I.I A0.1.3 FOR KEY NOTES , SCHEDULES SCALE : 3/16" = I' -0" N FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSELE FOR REVEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT IMBED TO DETAILS. OILENSIONS. PLANS SECTIONS AND SPECIFICATIONS) PERTANNG TO ANY SPECFIC AREA OR REM OF CONSTRUCTION PRIOR TO OF WORK THE CONTRACTOR SHALL NCTFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY NCONSISTENCES, DECREPANCES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTE& THE DESIGNS SHOWN AND DEESCRIBED HEREIN INCWDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMSSION OF THE FOREVER 21. TFESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY GUMS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES„ VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVE. F a Ft EVE SOUTH CENTER 838 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultant 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/01 LI- PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. 1I /0S /O7 ISSUED FOR FLAN CHECK PLAN CHECK RE5PON5E, 0 01/01/0a F21 it LANDLORD COMMENTS O2 /OI /O8PLAN CHECK RESPONSE (2) Sheet Tide REFLECTED CEILNG PLAN - LEVEL 2 WEST HALF Job No. 2K -617 RECEIVED DATE: SEPT., 2007 CITY OF TUKWILA FEB 0 7 2008 SCALE: PEHMIT CENTER DRAWN BY: EU. N CHECKED BY: M. LEE Sheet No. A1.1.2 p O ¢ 1 v I # 4 0 1 7 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 NOT SEE A0.1.4 FOR LIGHT FIXTURE SCHEDULE or WALL FIXTURE / / / / / / / //// f Y///// u// u/!!//'//// iYnu/ /rr / iwwwU, w /r '7/i w, %/////// yr /r /r / / / /rrr /r / /r r�iu Yom///II f f{�'w /. //////. /. %///// / //• % / / ///// /, ////n / .O.O. / O / ' //f1.0/f��//f//!//f.0 � 0 0 0 1 0 O / P 4 0 r ��i „ % / � \ - -6" T - 0 = o ¢ - 0 * a o = D o °D = D ¢ i 1 ^ a a a a a a a a a a a a a o a - _ O • • F. O �`' • O Q a I 1 I I i I I 1 .a THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PL NS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT50FFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. I , 000 • - ¢ ¢ 1 5 -6 L 13' -� I� DECORATIVE MOLDING 1 MODEL ' • #fF8030 PLEXISLE ,1 r//// r//%///%%%%%%/%//// O//// r////%%///// r//// r%//%%/// 1/ l/ %//////////////////////////// / / /// / / / /// / / / ///r/ / / / / ///r O • ® � ` 1 ( MEDALLIONS MODEL BY OUTWATER PLASTICS CORNICE: MODEL #3360 RIGID BY SoROYAN #R -40 10' 7(P. • O O r r, -r LI 9i-1V E rI, U. BY OUT @GORNE' •' TER P 1.5T I GS //// //�� //O//D////6 D ////O/////////c //O////// / / / / / //////////// //////mac D o D ¢ D o D , = ¢ O - p o a .,,_ s = ¢ o t_ I al — 4 a - 10' TYP. rfr4 • GoRATIVE DEL #FP8030 ORTNATER MOLDING FLEXILE PLASTICS I q''ID" D / M ° O O O �a Q 0 MODEL 15'1' G @COQ MEDALLIONS BY OUTWATER 1,1I -III t�H j 1 BY SOROYAN MODEL ,,,� PLASTICS pDODI A.F.F. �./ ® , V� .- - -- r' .. f 7 D I O � O q da a a a J• I .' o `s r�> I :;��1u � s�. ,'_ M y�.,:., ` ' , 1 , J 121 - OF ENTRY c o �.. D ° 16 r ; AH6 AH6 000 I ` A a s 36' i / .: ...__.. _ , . _ H 6 NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN AVAI FOR LIMITED REVIEWAND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVED. 1 1 1 53 \ 3' 1 111 U CV 9_ a - • ' / 3 �• © 2 0 30' - 5 1/4", 2' - 6" f 0 o 'O` 13' - O" - A.F.F. o o A Q * D < T - - - l0' - 6" A.F.F. ID' 121 •a o A.F.F. l0' 10' r • J 0 oo I 1 0 e 1 I' - " r I/2 lii I' - ?.11 G 3' -II I /2" I' -6" -� / r �ry a a • 13 -2" I' 13' - +° 4a I' D 0 — - ....___ -__.__ _ r _ _.._.._...._..,..._ ____.....__._. / 5' -II I /4" • 1 o o a J aaa 000 00 � „ AH6 = % / /w I ///r. /ldc - I AH6 f o D — TIT. � � D NP' o D — � r�'y r4 LA r- % I / %tr//du % / i / i w.,..., / z nwA / I irf///i/�/. i _ r – s . fl 1 2 " i� — �" 2 �/ \._ u .00z . .. GONIG) =: XX][ F O R E V E Fi SOUTH CENTER 836 SOUTHCENTER MALL TUKWI , WA 98188 -2888 3' i 0 14' MODEL #3360 RIGID BY 5oR0YAN ! MEDALLIONS BY 1 3 ' MODL 1 #R -40 53 �' I DEC MODEL BY I DECOR ATIVE MODEL Si' OUTINATER g3 13 - 0" I i I ` _ ® P� JJ � I a 1 1 1 .._ 7oI -6" OUTWATER PLASTICS I �.� aao aao 1 a a" p 0 AH6 4' - 6 A.F.F. AFF H ' A.F.F. fl J J I : :. i f C� 0 / ' 1 /1 2' -61" 2I-6 o Q DECORATIVE MOLDING MODEL #EP8030 FLEXIBLE i s ,v H 6 MOLDING #P8030 RIGID PLASTICS � � te a - - • --- N� I 1 i �� } 4 - n I ly -° 1 ,c3E - � - / \ - BY oUTWATER PLASTICS @CORNERS, TYP. °° o � � ° ° D 1 1 { `� -\ • a I a a a J J a a a J J a a a J y AH6 AHD / . _ AH6 AH6 AH6 - - ' 1 �f % a j / I a I ¢ E I \ J ° Is'-o" A.E.F. - - rt "" \ BY OULTYVATER T L A5T#R 40 \ 0 o � -� J o 0 0 i :_ ;- Consultants DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 47 MODEL 0 MARINER SQ ' , I/2" I -6" o t,\ • o w • o 3' - rr _. e e. 6' °, a= D o ° ¢ aaa aaa • o L aaa • J J G I , 1 ( i I' -1 I' -10" ,( . 1 5 l 1 / • a 9 , A H6 w q -1011 I,. ., U 000 i- ,� a a a . • . / ° a O . T \ \ \ ■ `� / '% O o = Q D D D ' A.P.E. EQ w Il AH6 EQ %�' f�„/,/,/,/,/,/,/ y 1 I -. - „//,/,/,/,/ „, / /, /, /, /, /, /, /,,,,,, /, /, /, // , /, /, /, /, /,� /, / „ /, /,� /, / / / / /�,/ tD /' 5 1 /2” // i t 5 EO 'l r � Y i.' . �rar .,a „/�a�r//a /�i�riii�iair/a/�i/ pia /aiiai/ aaa/ �rir/ r/ �aUiiair/ a�aiaiaiiaiiaiiiiiiiiiai� r/ �iiraaaiaiir/ iiii��/ c�iii�r�/ i�a�iiiii�iiiiir�iiiiii��ir/ iaiiaiaiiar /iaiiaiiir/air/iai A.F.F. , O O O O O i /I 7f! / / / /d �/!A7/A 71/// OT!///!& 7l1!//JJ/ 24 WA 7T////J// 7rT i///!/!1 BOG %0////O i///////J/ i/0// //% v //// //H r// // /GG r//////0/ 0//1 0 0 - _� _. _ - - �.. S Y a a ° .._ 5'4” in I 1 I f I 1 3I' -6 I/2” f f I 3' -6" �` %d / - \ A.F.F. i F 1 E ., 3 o _ , 11 2 10 I 1 / 3 \`' , \ \ ,/�� '/ i I D , \ o 0 0 0 0 . a o 0 0 0 \ „zll S-,Ql % % y .d. i ''� d 1 1 @ 1; -= -,1 I, ��/ a��a�aa���/// �a/ a�a�a�a�a�// �a// a��ya�a�a�a��� //��/�//a��a�a��a�a�a� o \ Y ''` ` o / r / 000 r _, /� 0 \ �r 1 s' r l ' � + TYP. TYP. a ' TYP. • Ili" 4 f � l g • .' Seal: 6216 REGISTERED 1 ARCH I DENNIS MICHAEL HEATH STATE OF WASHINGTON �. 2 I� I - p • a \ 71 • m 1 P' , , ) y 12' -O" �� A.F.F. \ aao aao J 000 000 � � 0 y y�/ , ',:. „ 1 ; / AH6 AH6 AH6 r $ / r g a 0� \' . o' / TYP. TYP. I2' - 6° - A.F.F. / 7 0 Q a a ° ■ i ❑ - � DECORATIVE MOLDING MODEL # FPSD20 FLEXIBLE SY QUTWATER � OF ALLS = cv \ ' MIL - ® l r O 11 CD J 1 • 33 0 U f •� 1 % i' / r z I rc `�¢ J ° °Q ° ° °J O AH6 AH6 Consultants A.F.E. in 1 _ _..... I PLASTICS @CORNERS, TYP. o © 3' -II I/ TYP. 3\;11 1/4 /i/a ,a// • S' -3 3/4" • ' .2" et CE : \ J aaa J I a 1 0 0o ° a a ; m \LT, " i o l o " A.F F. TYP. / DECORATIVE r ' S-I/ HHO W W 36 O 53 1 ji� ' ''��� /ia/� MOLDING MODEL #PS030 RIGID +4 4� i or .. _ : 3 , ' ;'... O O O D Q o Co w © // aaa /./. ////////a/i/ i/ / r////,$ U • WAG P .a 4 .a// .. . .. .. r D 0' p BY OUTWATER PLASTICS D D w I 1 �, I : ! I J }' Alik NO. DATE REVISION DECORATIVE MOLDING MODEL #FP8020 BY OUTWA �GORNERS, TYP. PLASTICS FLEXIBLE O DECORATIVE MOLDING MODEL #P802D RIGID BY oUTWATER PLASTIC O I 1/28/o/ LL PRELIMINARY SUPMITT �L s 4 ; g IDDD lDD£� I • 6 ; ;� '' w T �� �� 1 A 12 S AK " x a .: . , - - .. _ _ . ---- \1000 // // �� �/� /� � //% a / /d ////A 9 / 1 10 /10 /O'I PRELIMINARY RE- SUMITTAL AH6 w 1 b ! 10 ' - 6" A.F. O _ a O ¢ FINAL LL SUBMITTAL. II/OS/01 ISSUED FOR PLAN GHEGK \ C� d // , r d� / /i /./ , 1 �, o Q � 1 / \\\ PLAN Gi IEGK RE5PON51 =, 01/0'1/0.5F21 8 LANDLORD COMMENTS i� � r g I 2 ' 6 " MEDALLIONS MODEL BY OUTWATER PLASTICS — o o= D #R - 4o o o a ' O ®� r D o 12 - O " DE GORA # .DING � ' MODEL FP8020 FLEXIBLE i - =° - BY OUTWATER PLASTICS - @GORNERS, TYP. p� �y 2 � . � .. .. ., � °g2 \ / •A o ; Y o _ , 1 a - ` • q o I 1 1, , •A o t, r y ` , A \' r' t * ` 1 , Z' -3„ . �, 2 - 1 \ _ ti � A.FF. a OA � DECORATIVE #P5020 >6 9 3 F L 0 0 I a MOLDING RF�'p��izr� — A.F.E. 1_0m _I _ CIT Y OF I I A ,I.; \I '6 1 10' -0 � �° = ¢ feao- s+taacr Il . } Y �•' =� _s f _�' - -ore -o- 0001 • O ... o x 2 `� �, � , a.3 ' -3 ENTRY 5 A.E.E. \ \ 5AL5A AREA 6 (BOTANIGAL GAS Sheet Title REFLECTED CEILING MOLDING DETAIL PLANS 1 1 51- SoROYAN i I o • E I / o 0 / .11 / = I o D bD @ 0 � a��� � � ® x \ : ���. , �, j , \ OF WINDOW ENTRY 2 10 -0 A.E.E. a �r \ 0 — So � • 1 Job No 2K -617 1000 I 000 ••" �. � DATE: SEPT., 2007 / 0 , / � 1 1 0 p • �� / 1 / 0 � � a � \ °axe. \i 0 % 1- \t �^ SCALE: DRAWN BY: ELI. N NOTE: CHECKED BY: M. LEE Sheet No. A 1.2.0 L, D • A Q °• \ 1 1 . 4' � . . � 1 �` � a o ° � x;, ,..„, SCALE:1 /4' =1V-0' CEILING DETAIL AT SALES AREA 5.10 -LEVEL 2 2 SCAL.E:W=1LO" CEILING DETAIL AT SALES AREA 2.4. & CASHWRAP AREA 1 - LEVEL 1 1 STOCK ROOM 1 0 D 0 STOCK ROOM 1 FB 4' FS 4' / 0 FE; 4 I FB 4' / f /f // / Y/ r. e / /) ,49f / 0 / f / / / / f 1 / f /f f / / f z e ff e e z ' s / 0 f/f/fri//iiiffff //faf/sf/ff , effaf//a/f/,d, f/f/,d, r/f✓ ACCESSORY SALES AREA 2 A.F.F. ACCESSORY SALES AREA 2 0 0 0 0 tr 0 LU ® 0 0 0 1000, AH6 0 O O 1000 AHS l000l AHS 0 0 0 10001 AH6 • • o O 7 Q 74- O O OF WALL FIXTURE 10001 AI1i6 1 1 A D a of WALL FIXTURE 1 000 1 AH6 }0001 AH6 3 ' 0001 AHS b. a 12' -0" A.F.F. A.F.F. F610 1F610 10001 AH6 0 0 0 0 0 10001 AHS 10001 AHS 10001 AH6 Agee' f /, d G Y f / / / / / / / / /, ! f / d d / / / / / / / / / / 0 7 / / /O / / / /, G / /, g 1 0 0 v v v v v v v v v v 0 0 0 ,h1 9 a 4 a Q a 1 a 1 4' -4" � z LL • A.P.F. 0 d- ❑ o ❑ ❑ O 0 a A.F.F. 1 • v v v v v OF WALL FIXTURE Sj r� 1 0 OF WALL F IXTURE 2' -3" Ea 0 0 0 0 O 41 i 2 a a 'r 0 a' -3" 0 0 - " J 2 4 0, DD fd "��ifeA IDA 0 0 0 0 OA 9� r f 0 A.F.F. 4' C / y /////// 1 q' -I 1/2" v v v VI v v v v 2' -Ei I/2" 0 a 0 41 4' 1Y1'. O O 0 0 a 0 A.F.F. EG f 2' -3" f Ea • to 4' -4" X !f� b_ A.F.F. • OA OA O 0 0 p 0 ACCESSORY SALES AREA 1 00 ACCESSORY \ SALES AREA 1 CEILING DETAIL AT ACCESSORY SALES LEVEL 1 REFLECTED CEILING PLAN AT ACCESSORY SALES LEVEL 1 - Seal: FOREVER 21, INC. SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Consultants Sheet Title DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. F Q F E V E F SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 REGISTERED ARCHI DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/07 LL PRELIMINARY SUBMITTAL 1 0 /1O /07 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /o5/o ISSUED FOR PLAN CHECK PLAN CHECK RE5P0N5E, 0I /09 /0P F2I & LANDLORD COMMENTS RECFR/Fn CITY OF T UK /ILA Pb hMi i OLI I EFL CEILING DETAIL & PLAN ACCESSORY AREA Job No. 2K -617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE A1.2.1 SCALE 1/4" =1'-0" 5' -I 11/2" FI10 F250 OPEN • cfl F160 FI60 — Ty 0 AGGE55ORY SALES AREA 2 2' -4" - 1' -I 3/4" FIIO F231 F150 P150 OFEN I f FI60 FI60 FI10 2' -4" F250 OFEN 111 5' -11 3/8" F230 F120 F250 c3 9- O Or/ /A 7 4 4 ' FL 1/ r /////Q////// A I • 2' I F140 FI40 FI10 F240 F240 4' -6 3/4" OPEN ' �I ' Z ' -10 I/8' J%L l//r// I F242 F 130 4' -6 3/4" OPEN 1) FI10 21' -4 1/2" FI10 ' -10 I/8" F240 . /2 N: F 140 P140 4' -6 3/4" OPEN \ • 1 2' -6" F240 FIID p 0 0 0 ' # / / / / / / / / / i a U i o / dir r m 1 cs z D_ 0 ACCESSORY SALES AREA 1 UNIT DRYWALL FINISH OPENING SIZE UNIT A.- 4' -6 3/4" N x 1 -5" H (NOTE:FRAMING DROP SHEET ROCK DOWN 5" TO Ei.") UNIT B.- 2' -q 1 /4 "'N x II -S" I-f UNIT G.- 4' -6 3/4" W x a' -I" H UNIT D.- UNIT E.- 7' -I 3/4" W x 5' -8 3/4" H 3'_01" W x 6' -7 5/8" H - ALL A, 13 4 G TYPE NEED I' -S" DEPTH SPACE OF SHEET /ROCK TO BACK WALL. - ALL D E TYPE NEED I' -2" DEPTH SPACE OF SHEET /ROCK TO BACK WALL. NOTE: SEE A0.1.4 FIXTURE FINISH MATERIAL SCHEDULES W: J- :'... FIXTURE PLAN AT ACCESSORY SALES 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. FO REV E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants 6216 REGISTERED ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 9/28/01 LL PRELIMINARY SUIMITTAL 10 /10 /0/ PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /0a /0 ISSUED FOR PLAN GHEGK PLAN Gi--IEGK RESPONSE, 0I /OG /08 F21 $ LANDLORD COMMENTS RECEIVED 0fl Y Q:: TU I- V ' JA` 1 -7 (.;141 ER Sheet Title SCALE: Sheet No. FIXTURE PLAN - ©ACCESSORY AREA Job No. 2K-617 DATE: SEPT., 2007 DRAWN BY: ELI. N CHECKED BY: M. LEE A1.2.2 1 110 1 cB) ELEVATOR EQUIPMENT RM SALES AREA 4 (SLAB LLONi -BLACK 1/1/YELLOW WALL: FLOOR: BASE: CABINETS: CEILING MOULDINGS: CHANDELIER: WALL MOULDINGS: WA (B +W LEAVES PATT). POP OUT WALL: PT -3A DANDELION 5115 PANELS: PANEL MOULDING5: POLISHED STAINLESS STEEL UARTZ - "OFF WHITE" i`G -I1 QUARTZ -BLACK B -10 4" HT. TERRAZZO BASE WHITE WASH PAINTED WA N/A LG -5 DRESSING RCO- "BK +WT MESSING ROOM" PERIMETER WALLS: INTERNAL WALL: DOORS: DOOR TRIM: FLOOR: BASE: BASE AT ENTRY: SCONCES: PT' I / WHITE PT-26 / (BLuE). /TRICORN BLACK" SW 6255 DOOR TRIM INSET ON THE INSIDE: "LARGE PLOWER BLACK/WHITE" WALL COVERING /TRICORN BLACK" SW 6255 BLACK STAINED/PAINTED WOOD FLOOR /WHITE STAINED/PAINTED WOOD FLOOR CB -7] /5" HT. WOOD BASE PAINTED W/PT -21 fi T - / (WOOD WHITE - 8 "h). / (BLUE). SALES AREA 3 (BLA� -BLACK ROOM GEIL ING: WALL: CPT- 23 / BLACK FOP OUT WALL: N/A PANELS: FLOOR: MOULDINGS: N/A / BLACK PANEL MOLDING: CT -2T) /'SLACK / WHITE BASE: B -16) 4" HT. WOOD BASE CABINETS: fi'T - 4 2 / SLACK CHANDELIER: TYPE 'LG -2' [G - (BLACK+ BLACK PATT). th w ■ 16 I (E) STORAGE RM (MALL) ., tw////crrww ,,,,, , , yip , rc it 4 ' ros av ? r a ' 4'AZ' / iwwi %c ', ZOO ai r/ww f ' OP 0 / i, g � '// t 1 1 • T ._ . -1 / � '17 o r. n /r. irmrNrt P7 ..527.K. 972707 ,.• W7/ /w4 7�www /r 7•09e, ://✓fww!!i / / / / /f /wf/f//f/ lw / / /// 1 { EQc3 7 1 7 (E) STAIRWELL (MALL) (E) RESTROOM (MALL) s It I (uu 1 0 11 { 1. f 0 i j • /7.17 � ��� �� ���� �w .01% �/ �w i w �� /�// � www� �� f �/ /� / f �/ �/ f ./7.5',7 �/ �f / / //4" • 2' P 4.49 1 0 { A 2' 2' / 2' cN UP 20' OPEN TO ABOVE STOCK ROOM 1 2' / - / 4 A4.49 /\ • cN 7//ww/4274 p,.0. //J///. ww.0 7w /,a/f/f/ ACCESSORY SALES AREA 2 12' -10" k .. 4 I /4" 11 4 F -6" • A4.4.0 .// f/ / / / / / / / w/ w w / w. � w, c y /w// /1r C L OF GASHWRAP • VINYL FLOOR FINISH LEGEND BLACK STAINED/ PAINTED WOOD FLOOR WHITE STAINED/ PAINTED W00P FLOOR QUARTZ STONE -BEIGE 24" X 24" CG -6) ' -q 1 /4" SALES AREA I (WHITE ON WHITE) GASH WRAP 1 SALES AREA 2 (WHITE RTE) %f / lldff!! FG -10 1• QUARTZ STONE- WHITE, (GLACIER 4 MIRROR). 24" X 24" QUARTZ STONE - BLACK, 24" X 24" MARBLE STONE- WHITE, ACCESSORY AREA. I8" x 18"" MARBLE STONE - BLACK, ACCESSORY AREA. 15 X 15" CASHWRAP WALL: PT - I / (WHITE). POP OUT WALL: N /A. / (WHITE). MOULDING5: PT - I / (WHITE). CEILING: 4 / (WHITE). PANELS: FLOOR (WHITE+ BLACK PATT). QUARTZ BASE, MATCH FLOORING (WHITE). -WHITE ON WHITE & MAIN SALES WALL: POP OUT WALL: N/A PANELS: PL / WHITE MOULDINGS: PT / WHITE CEILING: PT -I / WHITE FLOOR: BASE: / WHITE CABINETS: PT /WHITE CEILING MOULDINGS: 4" HT. TERRAZZO I5ASE WHITE WASH PAINTED CHANDELIER: TYPE 'G' (CHROME $ CRYSTAL) (WHITE+ BLACK FATT). /WHITE 1 Ir • ww/ iwl wwJwww�f�wJ/J// rw!/✓✓ flrJwlwJ/ w 77 7 r/ ww/ 47 lJ/ yiJ, w%/ wfwlwffJl w7/! i/ JffJ// ilJ wwl!/!/ iw// nr // ri/ JJ .iw ✓ll ✓JJwiw %r / /.rJlf /iwlJ ✓w ✓J� PEBBLES, INSET. WOOD, "BROWN /CHERRY" BY ANDERSON- DELLAMANO MARBLE STONE - BLACK, HONED FINISH. 24" X 24" MALL FLOOR ARDEX FINISH, TO BE SEAL P. COLOR: T.6D of ENTRY MALL FLOOR f Lccn 2HTRY. 12" )( 12" • 1 CORK FLOOR FG -4 4::11.! nc 71LC 1 ACCESSORY SALE " ACCESSORY ROOM 1 2" WALL: POP OUT WALL: PANELS: MOULDINGS: CEILING: FLOOR: BASE: BASE AT ENTRY: CABINETS: BREAK THROUGH N/A N/A BREAK THROUGH BREAK THROUGH 3" WOOD BASE 6" HT. WOOD BASE BREAK THROUGH CHANDELIER: FLEX CHANDELIER (WHITE+ BLACK PATT). 1=N7R� • SEE AO.1.4 FOR FINISH MATERIAL SCHEDULE SCALE : 3/16" = I'--O" 1. - -- a • 1 NOTE: - VINYL AND RUBBER BASE ARE NOT ALLOWED I N FORWARD SELLING AREA. - EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. 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 OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE - k* EN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILES. IF TILE IS GUT, IT MUST BE REMOVED AND REPLACED WITH FULL TILE. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: Job No. DATE: SCALE: Sheet No. F Q I V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 011 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Consultants Sheet Title 6216 REGISTERED ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION -1 /28 /O LL PRELIMINARY SUIBMITTAL 1 0/10/01 PRELIMINARY RE - SUBMI TTAL FINAL LL. SUBMITTAL. 11/05/07 ISSUED FOR FLAN CHECK PLAN CHECK RE5PON5E, A 01/01/08 F21 * LANDLORD COMMENTS RECEIVED n9T1/ P . rl 1 L/ 1 1 1._) 1.' \3 , L F' OUt 1 Ede FINISH PLAN - LEVEL 1 2K-617 DRAWN BY: ELI. N SEPT., 2007 CHECKED BY: M. LEE A1.3.0 X 1 4' PM SEE AO.1.4 FOR FINISH MATERIAL. SCHEDULE SCALE : 3/16" = I' - (E) STAIRWELL (MALL) 5ALE5A AREA 8 (MEND 5ALESA AREA 1 (SGENIG ROOM) SALESA AREA 5 (WHITE (E) RESTROOM (MALL) "MEN'S ROOM" WALL: POP OJT WALL: PANELS: MOULDINGS: N/A CEILING: FLoQR: BA51 =: PT�I / WHITE CEILING MOULDINGS PT - 1 CHANDELIER: WA BICYCLE PEOPLE - WALL COVERING BICYCLE PEOPLE - ADHESIVED BACKED BICYCLE PEOPLE - ADHESIVED BACKED FG / (WHITE) + (OFFWHITE). C -10) 4" HT. TERRAllO EASE WHITE WASH PAINTED /WHITE "SGENIG -I ROOM" WALL: POP OUT WALL: PANELS: MOULDINGS: CEILING: FLOOR: BASE; GANNETS: GHANDEL IER: IflaD WA N/A N/A E3W FOREST - WALL COVERING $W FOREST - WALL COVERING SIN FOREST - ADHESIVE BACKED / (WHITE). FEE 5LES, INSET, 4" WOOD BASE (WHITE). - WHITE ON WHITE $ MAIN SALES WALL: (PT -D / WHITE POP OUT WALL: WA / WHITE MOULDINGS: PT- I / WHITE CEILING: PT -1 / WHITE FLOOR: - .BASE: CB - PANELS: CABINETS: 4" K. TERRAllO BASE WHITE WASH PAINTED /WHITE CEILING MOULDINGS: •P /WHITE CHANDELIER: TYPE 'G' (CHROME CRYSTAL) / (WHITE) + (OFFWHITE). 1 rMelee r r r r r r i r r rr i i r r i r i r i i r r i i r r r i i r i i i i i i i i r i r a i i i r r i r a r r r i i i r r a i r a i a H i a i i a r /W ,% �.: U//!fL/L 777777/7/. *7-0/2 F? Fµ I Fw •• 1 "DOTANICAL GARDEN" r /i irirrr X 77/7//. ∎7,7/17/7/. - /JJ/Jf/J//. , Jf//////L , 7,7/f / / //. 7 .4 j -- k7- • , fi r 1 I. .I. S_ .7 ', 4 k. T . 4 00 r dl g r . a2 7 ,,,,,, / ,,,,,, ,,, , // / /,, g 0 y 0 0 'i G 0 y 0 ! y 4 4 fi y 0 /L 0 9 \ • /• NEW STAR 0 0 i /fdfdfd'//�. 2' • 4 / ?rr� rrl/ ctrl' rr?// rrr/'/ rrr/ lI r/ 11/ r/ //l'r/ / // /H / / / / / / / / //r// j / [ i i lli v T � � .. 7' ..iw 7/.4 74492 \ %lit ( , _ ) ''� )' '` )' ` '\ ) ■ \\ •• \ \\ \ \ • \\.. . /\ 1\ 7\ \ l\ .. 7\ C ) ' \ ) )' ( )' )' /\ / ) �/ /\ /` ( ' ) ) \'� • .. /\ . \ /\ % � \, 7\ l I )' )' j . ) s , �\ / \ ) '( ) \\ \\ f \\ •. \ / /\ \ ( )' \ )' \ / \ )' \ • \ \.. - PEN — I TO 113ELOI 20' O// H/ Hr/// r! H/ dd// ddd// d// d / /f/f///// / / //r/r//l//r /.//L 5.//lf d /JYr..7V./727d/ / • IJ11 • • : ti " F '1.,1 1Ej . f / f1d f f d 4 d f! d f /! dZ / f 7 d d 27227; 777772777/7227777171:9/12777//717777/7= / / d f! Y / d f / f H H/ / / / / / / f f / d f f d / f 777 1 / `, g x 1 \' Y 1 0 12 , (r // Y 7! % 7 /� /l 7f r/f! / / f d / d / f Hl 7f /d 7f HHH7 777 771 7f f /// 7//rf fJ 1 /f f f /f /7 7 7 7/ 7 f f Hl /7:777:7 /! //% f / //f f l f / f / f // f // /f / f / f / f H/ // / /f / f!f / f /! d /! f / f l GASH WRAP 2 mmr F ENTRY v ENTRY / q \ \� FG -6 NOTE: -- VINYL AND RUBBER BASE ARE NOT ALLOWED IN FORWARD SELLING AREA. - EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. 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 OR C7THER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING ANI) MALL. 1 ILL - WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT SASE OR VESTIBULE TILES MUST SE FULL TILES. IF TILE 15 GUT, IT MUST BE REMOVED AND REPLACED WITH FULL TILE. 12' ) MALL- SERVICE CORRIDOR / / / / / f / /"0/ / H / / / / rrr r ' !!f/J!f //e 'lf !FL 'f %lf ff!! / !r dflllff L.77/..M 77/..7fffL 17.712771.7 :047/2!!7. 71/A7/71A U 7/(716,7& '(dflfldL %�////%6 %Lf/ff//L % % %� /// 'fldf!!!!f- L %/ /r f!!!lJlJG !N! /lJlfi F/f!H!!A 0 I r r 1 1 1 J i .. • r _r. 1 1 1 0 i 0 0 a r _• 1 frrrrarrrrrrrrrrrrrfrrHryffrrir��fafrfa�Hfr /H / wan ovna ow, ; / SALES AREA 9 (VINTAGE ROOM) amorm- 1 54' • WALL: POP OUT WALL: PANELS: MOULDINGS: N/A CEILING: FLOOR: BASE: CABINETS: (FT -2) / LIVELY YELLOW, / QUARK FLOOR. QUART BASE, MATCH FLOORING, (WHITE) N/A CHANDELIER: TYPE 'LG -3' (LB -BSKT BIRCH), / (WHIT)) / GREETING JENNY / GREEN $ SILVER LEAF PATTERN. SALESA AREA 6 (BOTANIGAL GARDEN) Ama 1 1 1 1 1 1 1 1 ' 7 a 6767z59$ zzzz557.4 amj • r!!!!!!//4 LY!!074 1 1 r 1 1 1 5ALE5A AREA 10 (WHITE ITE) ff /d f //lJbg HririririririrrHirrHrrrrrHHrirHiHHHH/ iHHirrHrirrrHiHHirrrirrrirrri /rrrHi �iHHHHHHHHHHHHHHHHHHHHHH /HHHH /HrrrfHHHHHHHHHHHH /HHHH H 1, ! 1 1 1 1 1 1 1 .7 PRO FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT TFIE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITrEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CUENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVED. Seal: Job No. DATE: SCALE: SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188-2888 Consultants Sheet No. DII 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Consultants Sheet Tifie DRAWN BY: 6216 ARCHITE DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 0 1/2B/01 LL PRELIMINARY' SUBMITTAL 10/10/07 PRELIMINARY RE-SUSMITTAL I 1/08/07 ISSUED FOR PLAN C PLAN GHECK RESPONSE, FINISH PLAN - LEVEL 2 EAST HALF 2K-617 SEPT., 2007 ELI. N CHECKED BY: M. LEE A1.3.1 CITY OF TUKWILA 1 1 1 1 1 1 1 1 //f f /f 1 //f f f / f f f f f X / /\ \/ATE )\ A4.4.0 A4.4.O / / / f /7/7/7/Z / f / //27/747 / / / / / / / / / / / / / // N / / / / / /// / / / / / / /// / /// /// / / /// // / / / / / / //f // / / //! / //7/7/7/7 pY /J/JJJ/ AJJ / // //A ; , / , //////A V/ A //iUi //JJJJJ OJJJIJJf. , y/AL//A/ // /rr/ffri/fifrirrr!/!i!r!r!/ii 2rfifif//ii . iiiiiiiiiriiiiiiiiiiiiiir/rif. _,'(/// /: / //// %// /////. :(/ / /f//J1 %/1111/ :Wayx. +fJJLd . • eZ&Z I I l y I [ i 1 J er oz ,AA Y,� / \ vi /a / \ \ v r' n / / i /� • ..,I \ A \/v / \ / / / £ IMIMIMMUNIM � A � � ` R ,„ I ' t / \ „\_/\ �I V AA • L fffy//ffffff//Yf/ /f//ff. fffff. //J02/ / (WOOD - 13K +WT / HI 6L055). / (WOOD WHITE - 8 "h). GO/ �//fJ•� b �//• JJJJIJJ )JJJJJJJ JJJJJJJJJJ /J /dJ /J/ JiFiFinY NFf F! . v . pl n iiif 17 SALESA AREA II (TA® ) DRESSING ROOM // // // / /j "BK +WT DRESSING ROOM" PERIMETER WALLS: INTERNAL WALL: DOORS: POOR TRIM: DOOR TRIM INSET ON THE INSIDE: FLOOR: BASE: BASE AT ENTRY: HARDWEAR: / (BKONT WALL COVERING). CPT -] / (PLUM BLACK WHITE). 1C7 / (LIGHT SLUE). / (TRIGON BLACK/ HI GLOSS). PT -1 / (OFF WHITE - "PLUM BLACK WHITE/ HI 6Lo55). ± / (WOOD BLACK - S "h). / (CHROME/ POLISHED 5.5). 0f //JJ //Jl/JJJJJ/J. /r //f/f/f /fr /r /r.6 /V $ /A • f i K /K ' AY/ S a A 4 . x 1114 $ v 4 ‘ 4 S * 4 TAN W/TREE5 ROOM" WAIL..: POP OUT WALL: PANELS: MOULDINGS: CEILING: FLOOR: BASE: CABINETS: GEILIN6 MOULDINGS: CHANDELIER: N /A. N /A. N /A. / TREES - WALL COVERING / TREES - WALL COVERING / (WHITE). / (W QUARTZ BASE, MATGH FLOORING, / (WHITE). 0 WOMEN'S TOILET • MEN'S TOILET mrin EXIT CORRIDOR •••® MALL SERVICE CORRIDOR STOOK ROOM OPEN immes C n FLOOR FINISH LEGEND BLACK STAINED/ PAINTED WOOD FLOOR WHITE STAINED/ FAINTED WOOD FLOOR VINYL QUARTZ STONE -BEIGE 24" X 24" QUARTZ STONE- WHITE, (GLAGIER 4 MIRROR). 24" X 24" QUARTZ STONE - SLACK. 24" X 24" MARBLE STONE- WHITE, ACCESSORY AREA. 18" X IS" FG -I& MARBLE STONE - BLACK, AGGE55ORY AREA. 15" X15" ARDEX FINISH, TO BE SEALED. COLOR: T.BD PEBBLES, INSET. WOOD, "BROWN /CHERRY" 13Y ANDERSON- DELLAMANO. MARBLE STONE - BLACK, HONED FINISH. 24" X 24" MALL FLOOR rLCCFi DITTY. 12" It 12" J CORK FLOOR FG -4 SEE AO.1.4 FOR FINISH MATERIAL SCHEDULE SCALE : 3/16" = I' -O" RECEIVED cn OF T! IK A/ LA FEB 0 7 2008 PERMIT CENTER NOTE: - VINYL AND RUBBER BASE ARE NOT ALLOWED IN FORWARD SELLING AREA. - EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. 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 OR OTHER NIDE TRANSITION DEVICES WILL SE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. - WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILES. IF TILE 15 CUT, IT MUST BE REMOVED AND REPLACED WITH FULL TILE. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSBLE FOR REVEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIONS. PLANS SECTIONS AND SPECIFICATIONS) PERTANNG TO ANY SPECFIC AREA OR REM OF CONSTRUCTION PRIOR TO COLUENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY NCONSISTENCES. DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHRECT3 CLARIFICATION WHERE APPUCABLE. THE DESIGNS SHOWN AND DBSCRIB® HEREIN INCLUDING ALL TECHNICAL DRAWINGS. GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART. WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMTED REVIEW AND EVALUATION BY CUENTS, CONSULTANTS. CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Consultants NO. Sheet Title Job No. DATE: S CALE: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 F Q F EVE 011 DENNIS MICHAEL HEATH STATE OF WASHINGTON DATE REVISION 1/25/01 LL PRELIMINARY SU6MITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL aUBMITTAL. 11/08/01 ISSUED FOR PLAN CHECK PLAN GHEGK RESPONSE, OI /0°1/08 F2I 4 LANDLORD COMMENTS O2 /OI /O5PLAN CHECK RESPONSE (2) FINISH PLAN -LEVEL 2 WEST HALF 2K-617 DRAWN BY: EU. N SEPT., 2007 CHECKED BY: M. LEE A1.3.2 -_� ELEVATOR EQUIPMENT RM SALES AREA 4 ( LAG (51-AGIC NYELLON immorm DRESSING ROOM I SALES AREA 3 (BLAGK ROOM) L 1 (E) STORAGE RM (MALL_) i 00 0 0 0 0 0 0 0 0 i 0; 9 4 F 4 _ -. .. 1 ! / 7fff/f /f/ 7!//f/f/fi 7f /f fff /fi 7f/f/ 7f/ / //f f.4 7////474 7 / /!% // //*/// % ` 1 I / I li <7. y de, 7,0: 4777/7447 ffffff /,Off y I i.I 9 ( Jiiv 247,7ff!// /.r 427474Z Z4Z4 4 � Z42222222 %f/AOf. .7 • to EQ 1 (E) STAIRWELL 1 (MALL) 1 (E) RESTROOM (MALL) D I � 4 i % � Og If. EQ • NOTE: TYP. STOREFRONT SIDE, TOP AND BOTTOM COVELIGHT. \I NEW ELEVATOR NOTE: TYP. PLATFORM COVE L ICyHT. UP 1 OPEN \. TO ABOVE J- BOX AT CEILING FOR DECORATIVE CHANDELER 5TOGK ROOM I s • (I) 20 AMP DEDIGAT CIRCUIT FOR STOREFRONT SIGNA E 0 , .a/of/7 ;, //ff f!,f z/f,,a2 o ,r r aa/,ar//i,a7,, x77/ f7a/,/!,0i,,i.7/!.. . l ACCESSORY SALE 2 I1 ENTRY 2 n7- SENSORMATIG DOOR MAX • EQ 12 m tsa r 0 OF WALL FIXTURE • EQ NOTE: TYP. STOREFRONT SIDE, TOP AND BOTTOM COVELIGHT. 4fff.ff4.4.4off!ff, !7 5ALE5 AREA I (WHITE CASH WRAP I Ems PROVIDE STANDARD FOREVER 21 PWR 4 SIGNAL FOR (4) REGISTER CASHWRAP, INCLUDING ELECTRICAL, TELEPHONE AND DATA. G.G. TO PROVIDE CONDUIT STUB -UP /J -BOX IN FLOOR TO J- BOX(ES) IN GASHWRAP FIXT. PROVIDE ON /OFF SWITCH FOR GASHWRAP FLUOR. LIGHTS SALES AREA 2 (WHIT® ITE) ■ /4577 f , f ! f , ; , ! , / , f , , , , , , , , , / , f , f , , f , , , , , , f , / , , , , , , , / , / , , , , , , , , , , , , , , , , , , , / ! / ; ; , ; / , ; ; , ; , , , ; ; ; ; ; ; ; ; ; 7,7„ GENERAL NOTES 6.C. TO PROVIDE 'CHILD- PROOF" OUTLET COVERS AT ALL ELECT. OUTLETS 6.C. TO VERIFY LOCATION OF EXISTING OUTLETS IN FIELD. NOTIFY ARCHITECTS OF ANY DISCREPANCY, A G.G. TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING 1 WITH MALL'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING ■IT-I WORK. • [1 u ) EQ PLAN PROVIDED FOR REFERENCE ONLY. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL. INFORMATION. MILL.WORIC TO BE PREWIRED FOR FINAL HOOK -UP IN FIELD. 6.G. TO PROVIDE STUB -UP FOR CONNECTION TO MILLWORK ELECTRICAL/ DATA/ ETC. KEYNOTES LEGEND or WALL FIXTURE f7 ■ / EQ NOTE: TYP. PLATFORM COVE LIGHT. NOTE: TYP. PLATFORM COVE LIGHT. RECESSED FLOOR J -BOX/ STUB -UP (E) DEDICATED TELEPHONE LINE (E) TELEPHONE LINE RECESSED NALL/ FLOOR J -SOX OR STUB -UP 0 WALL RECEPTACLE - DUPLEX OUTLET WALL RECEPTACLE- QUAD OUTLET RECESSED FLOOR RECEPTACLE- DUPLEX OUTLET t# Ir 11 rl RECESSED FLOOR RECEPTACLE- QUAD OUTLET c r.� vim) G ) - ' 0 4 0 O (E) OUTLET G.G. TO INTERFACE AND COORDINATE W/ FOREVER 21 I TO BE RELOCTED AND REUSED OR REMAIN EXISTING. O 6.0. TO VERIFY ON SITE THE FEASIBILITY OF INSTALATION WHERE INDICATED. ADVISE JMAA AND FOREVER 21 BEFORE INSTALATION O 6.G. TO VERIFY EXACT REQUIREMENTS, LOCATION AND HIGHT OF THE OUTLETS WITH FOREVER 21 BEFORE INSTALTION O S.C. TO VERIFY EXACT LOCATION AND HIGHT W/FOREVER 21 BEFORE INSTALTION Q FLOOR RECESSED SENSORMATIC; SEE NOTE *7 0 PROVIDE 12 VAC QUAD RECEPTACLE INSIDE CEILING/ ACCESS PA N/24 HR DEDICATED, 3 WIRE CIRCUIT 4 05V BETNEEN NEUTRAL 4 GROUND FOR SE ATIG FLOORMAX III EQUIPMENT; SEE SPEC SKIS FOR ADDITIONAL INFO DEP I GATED TELEPHONE DATA LINE CONDUIT (FOB ITEM AS SPECIFIED) (RE -USE EXITING WHERE POSSIBLE) ELEPHONE LINE INE CEILING J -BOX OR STUB INSIDE CEILING/ ACCESS PANEL W/ 5' PIG T4IL (E) BUZZER SYSTEM W/ PUSH BUTTON AT REAR DOOR 4 BUZZER .NHE LOCATED IN PLAN. SEE ELECT ENGR'G FOR ADD'L INFO. NOTE: TYP. STOREFRONT SIDE, TOP AND BOTTOM COVELIGHT. (I) 20 AMP DEDICATED CIRCUIT FOR STOREFRONT SIGNAGE (I) 20 AMP DEDICATED CIRCUIT FOR STOREFRONT 51GNAGE CEILING RECEPTACLE INSIDE CEILING/ ACCESS PANELFOR SENSORMATIC. CEILING RECEPTACLE- DUPLEX OUTLET RECESSED CEILING RECEPTACLE- QUAD OUTLET ACCE55ORY SALES AREA I ENTRY I moms NOTE: TYP. STOREFRONT SIDE, TOP AND BOTTOM COVELIGHT. SCALE : 5/16" = I' -0" FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT Q@ FOREVER 21 1999 ALL RIGHTS RESERVED. 836 SOUTHCENTER MALL TUKWILA, WA 98188-2888 Consultants Seal: Consultants NO. DATE REVISION PLIIM1 I OU' I ER Sheet Title Job No. 2K - 617 DATE: SCALE: DRAWN BY: CHECKED BY: M. LEE Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 FCDREVER SOUTH CENTER 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 REGISTERED ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON 1 /28/07 LL PRELIMINARY SUBMITTAL 10/1010/ PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II/05/01 ISSUED FOR PLAN CHECK PLAN GHEGK RESPONSE, O1/0G /OS F21 4 LANDLORD COMMENTS CITY OF TUKWILA 1 - 7 7 7_.�V,r POWER PLAN - LEVEL 1 SEPT., 2007 ELI. N A1.4.0 SCALE 3/16" r- I'--O" C n y i 0 0 JJ J / /// /J//// //J /J / ///' (E) STAIRWELL (MALL) SALESA AREA 5 (MEND 5ALE5A AREA 1 (SCENIC ROOM) 5ALE5A AREA 5 (WHITE ON WHITE) (E) RESTROOM (MALL) NOTE: SEE A1.4.2 FOR GENERAL NOTES, KEY NOTES AND LEGEND. 9 0 0 r 0 /, ,% / %# O y/ l% i 7777/ •nii & Y/// / / //// v/////HH %///////l 1 1 1 1 1 4 i 0 h 4 0 4 f I I ri • NEW STAR NOTE: TYP. STOREFRONT SIDE, TOP AND BOTTOM GOV)= LIGHT. 222222 i 222222 ii i ii ii ii it i i i i i r J/ ///. i i i i i i i i i i i i i i i i r i i J ryiyyyiJ 47 ri yJJiuJJi r JJr rr it Ji ii O to ▪ JOPEN '-I TO ▪ 13ELcm NOTE: TYP. PLATFORM COVE LIGHT. d y r / y//.4 y// r Y/ y/ H////// yrYyrY / / /y//y// / / / / //yy" / / / / / /// // y4.///. Y/// y// y// y. A/!// y// y////////!/ y//!! H// y////!//!// / / /y / /!!! H.b'! / / / / / / /yy /(e!y // / ///!l/ / /! //rf /y / / /y / / / /,y /y /!! / / / / //i .... J........ r............r r . fi ... r / .. ! ,. // „ i rrr .... ..v... /e frdr,r.<f/d/l7lrreezrylzgo GASH RA 2 PROVIDE STANDARD FOREVER 21 PWR 4 SIGNAL FG�R (5) REGISTER GASHWRAP, INCLUDING ELECTRICAL, TELEPHONE AND DATA. G. . TO PROVIDE CONDUIT 5TU5—UP /.1 BOX IN FLOOR TO J-150X(E5) IN GASHWRAP �FIXT.; PROVIDE ON /OFF SWITCH FOR GASHWRAP FLUOR. LIGHTS • • e. 4 011111111 0 "'” 40 SENSORMATI G DOOR MAX \ (I) 20 AMP DEDICATED CIRCUIT FOR STOREFRONT SIGNAGE ENTRm 7 r r, Y y / / / 1 r y rr r/ %/y r r rr rr rr r rr rrr rr rr r r r r r r r r r y r r r r r r r r i r rr y rr r r r r r r rr r r rr r r r r r r r rr r r r r r r r r r r r r r r r r rr r r r r r r rr r f . y/ y, G/ f/ y f/ f /. 4 y! y ? F J 1 4 y y 47‘47/0/, Y! y y y r/// y f! 1 /! / /yyryryy, d" .7499 7 7//74459 '//H///!/ 99747744 7 7/77.74742 999 !/2 I:m:74 r 1 A MALL SERVICE CORRIDOR 0 r 1 1 1 1 1 1 1 1 1 %//////H H/ %////////e r J —BOX FOR CHANDELIER AT GEILING NOTE: TYP. PLATFORM COVE LIGHT. 5ALE5 AREA 1 (VINTAGE ROOM) f GEILIHG OUTLET. r i / same F/////. 9////////. %////h9/. %///////.4 %///////.i %//// 1 1 1 1. 1 ▪ / , „//. p / 4,7/7y.47.4lyl/fJyyy 4 / 7 y Y 9 4 5ALE5A AREA 6 (50T�� GARDEN) NOTE: TYP. STOREFRONT TOP AND BOTTOM COVELIGHT. 5ALE5A AREA 10 (WHITE ON WHITE) � I I 740 a// / //lm WWW/h YA.v/am 77/7/7 /49 Yl77f / /Z, 997 /. 0 I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE_ NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: Consultants NO. DATE REVISION Job No. DATE: SCALE: 836 SOUTHCENTER MALL TU KWI LA, WA 981 88 -2888 Sheet Title DRAWN BY: CHECKED BY: M. LEE Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 F O R E V E R SOUTH CENTER 01-1 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.161] 6216 REGISTERED ARCHITE DENNIS MICHAEL HEATH STATE OF WASHINGTON 1/28/01 LL PRELIMINARY SUBMITTAL 10 /10 /01 PRELIMINARY RE— SUBMITTAL FINAL LL SUBMITTAL. 11/08/0"1 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, 01/01/08 F21 $ LANDLORD COMMENTS RECEIVED CITY or- TUKAnLA L1 I Ct6\s I EFi POWER PLAN - LEVEL 2 EAST HALF 2K-617 SEPT., 2007 ELI. N A1.4.1 /I ` GENERAL (FOR SHEETS A1.4.1 AND AI.4.2) FLAN PROVIDED FOR REFERENCE ONLY. SEE ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. MILLWORK TO BE PREWIRED FOR FINAL HOOK -UP IN FIELD. 5.G. TO PROVIDE STUB -UP FOR CONNECTION TO MILLWORK ELECTRICAL/ DATA/ ETC. G.G. TO FROVIDE "CHILD- PROOF" OUTLET COVERS AT ALL ELECT. OUTLETS G.G. TO VERIFY LOCATION OF EXISTING OUTLETS IN FIELD. NOTIFY ARCHITECTS OF ANY DISCREPANCY. 5.G. TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING AND GORING ON UPPER LEVEL WITH MALL'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. KEYNOTES 0 (E) OUTLET G.G. TO INTERFACE AND COORDINATE W/ FOREVER 21 IF TO BE RELOCTED AND REUSED OR REMAIN EXISTING. O G.G. TO VERIFY ON SITE THE FEASIBILITY OF INSTALATION WHERE INDICATED. ADVISE JTNAA AND FOREVER 21 BEFORE IN5TALATION 0 G.G. TO VERIFY EXACT REQUIREMENTS, LOCATION AND HIGHT OF THE OUTLETS WITH FOREVER 21 BEFORE INSTALTION 0 G.G. TO VERIFY EXACT LOCATION AND HIGHT W/FOREVER 21 BEFORE INSTALTION O FLOOR RECESSED SENSORMATIG SEE NOTE #1 ® PROVIDE 12 VAC QUAD RECEPTACLE INSIDE CEILING/ ACCESS PANEL N/24 HR DEDICATED, 5 WIRE CIRCUIT 4 0.5V BETWEEN NEUTRAL a GROUND FOR SENSORMATIG FLOORMAX III EQUIPMENT SEE SPEC SHTS FOR ADDITIONAL INFO LEGEND WALL RECEPTACLE- DUPLEX OUTLET '_ GEILIN5 RECEPTACLE INSIDE CEILING/ ACCESS PANELFOR SENSORMATIG 1I 4 11 WALL RECEPTACLE- QUAD OUTLET la CEILING RECEPTACLE- DUPLEX OUTLET .I RECESSED FLOOR RECEPTACLE- DUPLEX OUTLET RECESSED CEILING RECEPTACLE- QUAD OUTLET I<I III RECESSED FLOOR RECEPTACLE- QUAD OUTLET z DEDICATED TELEPHONE LINE RECESSED FLOOR J -BOX/ STUB -UP (N TELEPHONE LINE • (E) DEDICATED TELEPHONE LINE F' DATA LINE •\ (E) TELEPHONE LINE (" CONDUIT (FOR ITEM AS SPECIFIED) (RE-USE EXISTING WHERE POSSIBLE) J! RECESSED WALL/ FLOOR ....1-150X ....1-150X OR STUB -UP e CEILING J -BOX OR STUB INSIDE CEILING/ AGGESS PANEL W/ 5' PIG TAIL f e (E) BUZZER SYSTEM W/ PUSH BUTTON AT REAR DOOR 4 BUZZER WHERE LOCATED IN PLAN. SEE ELECT ENGR'G FOR ADD'L INFO. 1 /7/777/7/7 H H / H H / / H // H H H / H / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// w///// w// w////////////// / / / /w / / / / / / / / / / / / / / // / / / / /// // i/ %iiii /ii %i///i /iiiiizr W ,V/ /HHi' % / / /Hi .. . "ffHHH /H177777fHH /4917 /HH //fHH/ /H H/ff f/ IIHY/f/H HHf{HHHHH / /HHfff /HYfifYff ///fH HfifYYH /H/fffI /HHff /,4(/fiq/fMW HHH.9 PF /ffH ZOYHW /M /HHf H/ (he/ fH f 917 9/.7719 7 0 / 0 • r 0 0 5ALE5A AREA II (TAN YV/TREES) 1 1 1 i 1 1 1 1 1 1 ). 1 1. 1. 1. 1 1 1 1 / /f % /H/ H//H/ 0744 '%/////74 riPM= O&M Y ///P%L Z Y/Y/d %/ //H% %/WHMML vw/'A W/.4 /L /! (! ! ( / // / /, (/ / / / / / ..7/ / / H i ' / w / ry / H / / H / / H / / H / l ! . !! ! / l ! l ! / / ! / / ! ! !! ! / / / / ! / ! l ! ! ! ! / . ! ! / ! / ! ! ! / / ! ! ! / / ! ! / / ! ry ! ! ! / .1.41/1.1.44441.41.1.1.1.41.41/.41.1.1.1.4.V. / / / / / l y f ! ! ! ! ! ! - roa 0 DRESSING ROOM 2 g 1 . I I I I I I I I I I II I I I I I I � 1 0 i 1 1 1 1 1 iy 11 1 1 11 11 1 1 1 ww// // //w / /f. �//Hw /P: r//HHH4 '%/4'4 %/H //w1. %f /H// /.4 /H WA f /' / . / . / 0 _ 1 1 1 1 1 ' I.1 1 1 I'' i •� 4.p.: / f %///.Q.P//1//J 1.1.1.1.1.1.1.1• 1 1 NONE-HOUR RATED WALL 0 . 1 .I.I.I.I.I.I.I.I.I.I.I.I.I.I.IA 1 EXIT CORRIDOR WOMEN'S TOILET ) • MEMIIMIN MALL SERVICE CORRIDOR 5T% ROOM OPEN SCALE : 5 /I6" = 1' -0" RECEIVED CITY OF TI 1 KWIL.A FEB 0 7 2008 PERMIT CENTER N FOREVER 21, INC. THE CONTRACTOR IS RESPONSBLE FOR RENEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LINED 113 DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAMNO TO ANY SPECIRC AREA OR REM OF CONSTRUCTION PRIOR TO COLSF—NCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECT'S OFFICE IMMEDvTELY OF ANY NCONSBTENCES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCBAENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHEREAPPLIOABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECFNICAL DRAWINGS. GRAPHICS AND MODELS TFEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMINERCIALLY DCPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMSSION OF THE FOREVER 21. TFESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AMD OTHER PERSONAL ONLY IN ACCORDANCE WITH THIS NOTICE COPYRIGHT ft FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants 2001 S. Alameda Street Los Angeles, CA 90058 Sheet TIN SCALE: DRAWN BY: Sheet Na Phone. 213.747.2121 Fax. 213.741.5111 O R E V E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DII 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION q /28/07 LL PRELIMINARY SUBMITTAL 10/10/07 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II/O8/01 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, 0I /01/0S F2I 4 LANDLORD COMMENTS. O2 /OI /OS PLAN CHECK RESPONSE (2) POWER PLAN - LEVEL 2 WEST HALF Job No. 2K -617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE A1.4.2 1 FOREVER 21, 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 I NC , NOTE= THE L . ,4DA DOOR DOES NOT RECEIVE VE A DOOR KNOB, ONLY A COVER PLATE, 4 AN ADA DOOR HANDLE. TIP. 2. THE SEAT FINISH TO MATCH THE FLOOR (FC -I), TYP. NOTE: I . THE ,FDA D OOR D OES NOT RECEIVE A D OOR K NOB, ONLY A COVER PLATE, 4 AN ADA DOOR HANDLE. TYP. 2. THE SEAT FINISH TO MATCH THE FLOOR (FC -I), TYP. �6 1EG -� COO cE �6 WG -6 I WG -� 04a, ,`', r r, I TYP. 043, ') 64 tT -* MOLDING. CPT- I - ,. ( ", �) � PT -26 TYP. co MOLDING. z_- 42101:4 THE CONTRACTOR IS RESPONSBLE FOR REVEW OF ALL PORTIONS OF DOCUMENTS ( INCNG. BUT NOT LMTED TD DETAILS. DMEN8EHS. PLANS SECTIONSAND AREA OR REM OF CON PRIOR TD CONSTRUCIION SPECIFI flCNS) PERTANNO TDANYSPE#1C CCMPENCEMENTOFWORKTHE SHALL NOTFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY NCONSISTENCES, DISCREPANCIES OR OMISSIONS PRIOR TO COMIYENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHEREAPPLICABI.E _ ,,9 - ,L -\- N tom',, \ �., ) I 64 _ r .` (1•)-(•)) ', I ; - C�� �(') / N - ,,C-,S £ N K . ♦ in „G \ - I MOLDING PT;2� PT -26 N\ MOLDING. �r -2� -� \ = in . b I I I I I I � o J I `•E I I I I I I I u� II 2' - 6" / i / MOLDING. }� , , y P * � r h \ x i \ MOLDING. ® Pr - 36 1 G -14 co 36 2' 1 - 7. ; f 11 OPEN t ... I I I I1 f NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL 1ECINICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE COPED OR PROPRIETARY DIPLOITED, IN OR IN COM1 PART, WITHOUT DRESS WRITTEN PERMSSION OF TIE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVAWATION BY CLIENTS, CONSULTANTS, VENDORS AM OT O�A�. VENDO ENDORS AND OTHER PERSONNEL ONLY N ACCORDANCE WITH THS NOTICE. COPYRIGIIT Cli FOREVER 21 1999 ALL RIGHTS RESERVED. \ ,� =H, i'i - P % _ \ \ _ - f N 42 TYP. B -1 • D C \ 66 B A I QPEN \ 36 0 B - 7 TYP. TYP. $ --1 D 5 C B / 9 A SCALE: VC =1'-0" TYP" DRESSING ROOM ELEVATIONS 10 SCALE: =1'-0" HDCP DRESSING ROOM ELEVATIONS 5 4121100 I I I I ' -o" A.F.F el(alo 11'-0" A.F.F • P T -I WG -6 „'_o , A.F.F � I 4300 WG -6 , I • 12' -O" A.F.F XX/[ F �FZEVEFZ SOUTH CENTER 836 SOUTHCEIdTER MALL T{JK�LA� WA 98188-2888 TO SALES AREA I d OPEN (t\ L ys � • i- DRESSING M. GLG. DRESSING RM. GLG. 0 ,_ 0 „ OPEN n I 1 O -� N ' ' s,) \ O / EN I $ SALES AREA GLG. oEN � ' , of � N ' = DRESSING RM. GLG. O' -O" ► I ' l I I / / f 3Q L 4 /ED \ l I TO SALES AREA O' -O" B/O SOFFIT TO SALES AREA o' -o" \ \ / , ( �. 0 ,_ 0 „ ('- , " t .,) (P) \ 1(, I (. 1 r \ .: . Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 9 4501 TEL 510.865.8663 FAX 510.865.1611 r :: _•_ :: 7 c in \ 1 I II II 1 0 — (0) n; - - - -� I II 1 II L 42 I II �J - -__� II II II > 42 �I II I 1 II OPEN OPEN II OPEN N H 5-6 \ TYP. B -1 1 \ FINISHED FLOOR FINISHED FLOOR FINISHI =D FLOOR 5-7 TYP. 13-8 I, \ TYP. 5-7 � I FINISHED FLOOR I CI 1 34 TYP. 5-7 • ( � FINISHED FLOOR 5 -6 SCALE:1 /4" -1' ' D/R ELEV@LEVEL 2 -WEST 9 D/R ELEV@LEVEL 2 -EAST 8 SCALE: 1 /4 " =1'O D/R ELEV@LEVEL 1 -SOUTH 4 D/R ELEV@LEVEL 1 -NORTH 3 Seal: 6216 REGISTERED ` � :r1 ARCH..�r� DENNIS MICHAEL HEATH STATE OF WASHINGTON E.Q. 6O E.Q. @ f WG -6 63 TYP/ \QFE ��i% II' -O" A.F.F D WG -6 . • W -8 i _ / / _ - _ ;- 1 -' '. ":-., . .� 63 TYP. a 111-0" A,F.F ---- �_ Consultants II I H 1 \ 0 / E \ / / OFEN / �, O / E N \ O / \ O / \ \ r / / \ O E „9-,S \ / EN ( J ,, O ! DEN / ) r 1 / OPEN (l) I I 11 H D RESSING RM GLG. o' - o „ O / \ O / N \ \ / N \ \ O / EN I V II I O / E \ \ O R / EN % \ O / / N ,), \ \ OFEN / / / \\ I I I II I ?T, , GL C . DNG RM . G. Z, - °' I OPEN TO SALES AREA (WHITE ON WHITE ROOM) / 5/0 SOFFIT _, r— 0,_0„ in o _ i ( o 1 0) � �- ( o i , ( `, 0 ( ( � 01 (,• ( o ( : =: I o J . 1 � , o , ._-, o J ,sue ( 0) I , 0) . " ; � I ■ of 0, i — (01 I' a _, col . a., (ol r - ii II Th- of -�~V- of y^y 7 ( ol - NC. DATE REVISION q/28/0r( 1L PRELIMIN,4R'( SUBMITTAL H 10/10/01 PREL IMINARY RE-SUBMITTAL \ O PEN OPEN OPEN OPEN PEN T - 7EN QPEN 11 OPEN OPEN OPEN QPEN OPEN QPEN / oPN QPEN OPEN OPEN OPEN \oPF4 OPEN / �� 11 TYP, B�7 �. MOLDING PT -26 DOOR FINISHED FLOOR 66 FINAL LL SUBMITTAL. 11/08/07 155UED FOR PLAN CHECK PT-26 DOOR TYP. 13 -1 O I \ / / B -8 - \ $FINISHED FLOOR I 66 MOLDING PLAN CHECK RESPONSE, MM F OI /Oq /OS d LANDLORD COMMENT_ RECEIVED ( ;- 11 L -,,nin �, SCALE: VC =1'-00" DRESSING ROOM ELEV @LEVEL 2 -NORTH 7 SCALE: 1 /4 " °1' -0" DRESSING ROOM ELEV@LEVEL LEVEL 1 -EAST 2 I =,��� l o _ - � v, -- r �u.: � PLHMt/fi i C'Etl\.i 9 ER cWG -6D I , / 4.• I , 6 3 TY / 11' -0" A.F.F •• 4 ` TYP. 63 \ 1 I 3 INC/-6 \ •• � WG-6 I III -0" I I -O A.F.F II \ Sheet Title INTERIOR ELEVATIONS — DRESSING ROOMS - \ \ O EN \ � \ 0 EN r ,', ( !.' 1 TII � ' ) / \ „ " 0 Ebl \ O c ‘,/ / Eta 1' \ . \ / I TV J 'OPEN ( J \ t) \ \ OPEN / ^ °C "' / /\ OPEN �\111 / J s ,) \ O P EN ( J / / 1' \ I ¶ DRESSING RM. GLG. q' - 10" A . F . F I l I 11 I I II I EN / O EN \ \ i U- E N / \ 1 O N \ OFEN OPEN /yQµ \ / O E DRESSING RM. GLG. 0 EN \dl , Ii. ,) \ \ \ / / ,o i— .- /I � Y ..� l 1 . /� \ B 0 SOFFIT o'_o" \ o' -o„ Jab No. 2K ; OPEN TO SALES' AREA P (TAN W/TREES ROOM) / _v____,„_ �, (o NI l ‘,�``.,� O) I (O � 1 1 „ O : 1 ; O 1 `„ t �.'-' O e 1 I f _ 0) 0 c � 01 : � O I I ' II I 1 I I I II I I I I II DATE: SEPT., 2007 - .— l '� 0J d 00) ',; "t II _ 1 � of Y s , 101 ti SCALE: E VN II i PEN PEN I CK ED BY: M. LEE :& 0 N QPEN \O PEN QPEN QPEN , Q PEN OPEN QPEN OPEN . I I \ I — PT 26 DOOR TYP. � B '1 • B � S / I 66 I - T 2) MOLDING FINISHED FLOOR II OPEN + 01'EH OPEN \ OPEN OPEN OPEN o PE N1 1 ... II Sheet No. A2•0.0 - OFINISHED FLOOR � MOLDING PT -2 "i 0 B -'T IYP. 34 6 DOOR (T -22] SEE A0.1.1 FOR KEY NOTES 4 AO.I.4 FINISH MATERIAL SCHEDULES SCALE: 1 /4 " =1'-0" DRESSING ROOM ELEV @LEVEL 2 -SOUTH 6 SCALE: 1 /4 " ° V-0" DRESSING ROOM ELEV@LEVEL 1 -WEST 1 FT -24 11 - 7 • FT-24 16 0 / 38 LINE OF CEILING ABOVE 1' - 8" I' - 8" PT -24 12' -6" A.E.E. / 38 / PT24 / 1 0 12 -6 A.F.F. / fi'T 38 c. ) 0 FT24 12' -6° A.F.F. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax- 213.7'41.5111 cv \ L I 1E ,.9 .B .I f _ : I _ __ f GLG @ SALES - TO SALES AREA 2 -0" j 1. , GLG SALES _ -_ - fi GLG SALES QED — w -8 [PT -] THE CONTRACTOR 15 RESPONSIBLE FO R REVIEW DOCUMEN N5 (INCLUDING B NOT DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. TO SALES AREA 2 I .. ... — PT j „ LG �' -: _ _ : :.. LG f+ , F .. . _ �.�.: x - _ , j ,ii �, i OPEN / TO I SALE REA p S O [w - 8] , ,' = ; ,n8 ,,OI -.8 ,9 TO SALES AREA 2 W -q [PT_D __ _. OPEN TO SALES AREA 2 (WHITE ON 11711TE) O ._ -. .�_ �� „ ; h � Tun — 4 u I 11 Iu ImPrn } m - 24 I 2 ' OPEN TO SALES AREA 2 (WHITE ON WHITE) [w_q] PT -i = 1 1 i i ,CT - 2 1 1 1 1 I I I i PT TYP. PT 1 �_.. 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 ; 1 1 1 1 1 1 h i 11 11 1 1 I' 1 1 1 1 I II', 1 I 1 1 1 i i i 1 � 1 PT -2 4 1 � � I 1 1 :.. i i 1 "` T - 24 ► .1 . , .. 1 - NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS. CONTRACTORS, GOVERNMENT AGENCIES, VE NDOR A ANDOTHER PER N THIS COPYRIGHT O@ FOREVER 21 1999 ALL RIGHTS RESERVED. ... Y P l� I I . \ 1 { r ► — 1 f � / y \I 1 y 1 I I ► \ [W= 0 TYF. PT -24 TYP'. T/O FINISHED ELR 1 B - I I 1 SALES AREA 3 (6LA \ \ \ CB-1D [W -q] �B -12� T/0 FINISHED ELR \ 8 -12 \ 8 -12 41 \ \ 8 -12 8 -12 B -I T/O F0 '-0" SLR I sCALE:1 /4 " ='' -0" SALES AREA 3 (BLACK ROOM) ELEVATION LEVEL 1— WEST [] 9 SCALE: SALES AREA 3 (BLACK ROOM) ELEV. LEVEL 1— NORTH 8 8 SCALE: SALES AREA 3 (BLACK ROOM) ELEVATION LEVEL 1— EAST 7 LINE of CEILING BEYOND PT -I TYP. E 7 E n 7 E n — ; L J J L _.P i L J L J i L J / TYP � 12' -0" A.F.F. ROTAT P FOR AIRITY 0 ROTATE FOR 'LAIRITY 0 12 A.F.F. XX][ F O FZ E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWIL.A, WA 98188 -2888 I \ / - C 1_ SALES o' - o" I I I L . 1 I I ( I I I L �.: 1. : . . : 1 1 ... L. . . .. .. '• � . .. ._ f _ . . 1 ., . 1. 1 GLG @ SA LES � I_ -_..: " I [.. 1 [ [ [ I [ I I [ [. 1 [ _ [. i :. [ [ .. [ I l _ l I _ l [ I' 6 EQ 2 ua 4' -61/8" , Ea . XXI[ PT- I �] i L ,' I' � 1 1 I 1 k l.. L, I 1 1, 1 1. . J' I ]. I, , ... . I I. I , a I , 1 1 - I I 1 . _ .. . I L • 1. f .1, 1._ 1 :� .:._ � IXX i f I I IXX I . I 1 IXX I I, I ., L ( I . 1, . r I .: 1 I I 1 i 11 1 . . L � I . ]LXX 1 T , \ � / � , _ .� -. IX IX X _.. j I I I 1 I L . I IXX IXX [ .I , IXX -. �. L . _ � [5 -6] TYP. - TYP. o' -o" I [ 1. 1 l I[ C - ' ° _ _ .I I. [ _ [ Z . i I _ l; I, 1, I x Il11 I, �I 11 •I II Consultants -L - — 2' ,� F. 1YF. 1 s 4 1 I 1 11.1 b,l. 1 1;11 ,l l C // { i ! „ b /, / \m \ l [ y 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 TEL 510.865.8663 FAX 510.865.1611 I ' 11 ;11 . , I 1. 1 ] I 1 _ I- . _.. I I 1 1 1 [ 1 [ I C l ILXX 1 1 I I _. 1 IXX 1 1 [ 1 1 � ii ( f IIJ , .:L \ \ - ~ r. r .. l. , .7. ®'I ..�...� t 1 , ' , I � 1 ■ I -� , �. , Wit, �..�...�.. ;t. '� \ I , . 3q TYP• GASHWRAF AREA T/O FINISHED > LR� cti-q) \ B -IO �� 8 - 10 7YF. 7q T/O FINISHED FLRS / / W - a ' 13 -12 \ B -13 %* \ Tq e SCALE: 1/4" = 11-0" SALES AREA 2 (WHITE ON WHITE) ELEVATION LEVEL 1— EAST 6 SCALE: 1 /4 " =1' -0" SALES AREA 2 (WHITE ON WHITE) ELEVATION LEVEL 1— e , SOUTH 5 Seal: 6216 \, REGISTERED � ARCHI W- DENNIS MICHAEL HEATH STATE OF WASHINGTON :i� , 4 20 ALIGN. 19 4314111, 121.011 A.F.F. 0 0 a a.� 1 r�..- I s r _, - " 3 1. 12 A_F_F_ Consultants �. 611 f 6 11 611 1 L _ - i GLG SALES O' -O" r . - 1 ._. _._, -,�Y`�1:� ',p r , ____ � I I I I I I. I I I I 1 L. . I I I I I 1 I. 1. I I I I I I I 1 I 1 1 1 I l 1 1 I I. 1 1 I I._. 1. GLG SALES $ _ 5 6 TYP. TYP. 01-0" ` ° 1 _ _ __ _ _ 1,; - - " 1 I I I 1 I I I 1 1 I l l I 1 1 I l I 1 I I I I I 1 I I I 1 I 1 I I I I i I I I I I L 1 1 1 L=: .___-� _ -- -- LIT IXX ' \\ I IXX _ L 1 IXX IXX IXX • ]LXX \ ]LXX I ` \ I IXX •�.�. �,.: � -1. I _ I _ I ` I rr' • • • : : : I I IXX [ 1 . ..,.. I TYP- , TYP - - ra) 1 1 - • • • : : • - PL�3 1 1 y -- u , r — [ } .. 4 + 1 I I NO DATE REVISION 1/2S/01 LL PRELIMINARY SUBMITTAL 10 /l /0/ PRELIMINARY RE- SUBMITTAL FINAL 1_1_ SUBMITTAL. II /OS /O'7 ISSUED FOR PLAN GHI=GK y ,1. \ \ I — \ ({ \ \ . 1 l I { I `+ I 1 I , \ � ` I 1 - �. , , • , ( ,, I ,, , i.i ' .t._t i' r.'.Z. s' i 1 I ' - = 'u _ i OI /O� /05 PL A LANDLORD GOMM>rNTS \ 1 . 1 1 I 1 I '.1 .f_ sl. -t �.',_ L. - _ . - \ \ \ T/O FINISHED FLR 1 \ \ \ CP T. \ 7q SALES AREA I (ACCESSORY) B ` O -13 %• \ \ hq TYP_ T/O FINISHED FLR 41 [8 4•� -1 IN-9 41 F240 [B —I] SALES AREA I (YVHI MITE) SEE AO.I.I FOR KEY NOTES 4 AO.1.4 FINISH MATERIAL SGHEDULES RECFIVPD SCALE: 1 /4 " =1' -0" SALES AREA 1 (WHITE ON WHITE) ELEVATION LEVEL 1— SOUTH 4 SALES AREA 1 (WHITE ON WHITE) ELEVATION LEVEL 1— EAST 3 �' , : r `6 '.u lL, PLE GLN I t ry RESTROOM KEY NOTES _ Sheet Title INTERIOR RESTROOMS & ELEVATIONS O I SOAP DISPENSER <>. MIRROR O GRAB BAR FASTNERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FOOT LOAD. GRAB BARS SHALL BE 1 -1/2" DIAMETER AND NON - ROTATING, O INSTALLED 50 THAT THERE 15 I -I/2" CLEAR BETWEEN WALL AND BAR. INSULATE DRAIN AND HOT WATER LINE. 55 FAUCET CONTROLS AND OPERATING MECHANISM SHALL 13E OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. PER FOOT. O6 FLUXH CONTROLS SHALL BE OPERABL>r WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. 7 PAPER TOWEL DISPENSER -0- TOILET PAPER DISPENSER q INTEGRATED 6 HIGH COVE BASE SEE FG -5 10 NEW MOP SINK; SEE PLUMBING PLAN FOR MORE INFORMATION. I TOILET PARTITION SO4 # BY HADRIAN IN STAINLESS STEEL #4 BRUSHED FINISH W /BORI3RIGK COAT HOOK. -I - - CJ O 1 • O 41-0I1 MIN. 2 3 -6 A MIN. Cy CD 3 5 �` j� �/ O CD CD O If 3 � � .... O 1 4' -0" MIN. 5 f ,, MIN. NA; 2' , - pT -I O I Job No. 2K =;F:::: i 1 ................. •. •:: .......................... �• _ ::�:::::.: • -._.. • - . �•.::::: fi C 12 I _� ............... :: I 1 :.. -5 7/ :�::: :. J -- V \ . NIW ::t ::::...::::.:::.': : ::::_:_:_: ::::::; -5 - I/ 8 : ' ... •::'::':;'::':.:::::. ..: ? ;:. 1 ...... I '.t'.: �''''''' - � ::...:::::::: x.. �::ii: 0 CSO 2 1 \ C - _ DATE: SEPT. 2007 SCALE: DRAWN BY: ELI. N \ <> / 3 MAX. ��++ D V B � \ O O A O O /a D C / MAX ,1, / B A CHECKED BY: M. LEE Sheet No. A2.1.O • SCALE: 1 /4 " -1'-0" RESTROOM KEY NOTES 2 -1 SCALE: 1 /4 " =1' -0" MEN'S RESTROOM 2 SCALE: 1/4 ° =1-0" WOMEN'S RESTROOM 1 • / "/ / /" . • ,'. ?' •'t' - ; /', /" /,r / "/ �`i //`/ "i / "7i "/ "/ "r . T/O STOREFRONT 0 FINISHED 2nd. FL OPEN TO SALES AREA 3 (BLACK ROOM) OPEN TO 5ALE5 AREA 5 (SCENIC. ROOM) OPEN TO SALES, AREA 5 (SCENIC ROOM) DRESSING ROOMS OPEN TO SALES AREA 4 (MITE ON WHITE) (N) ON STRUCTURAL OPENING TO BEYOND- T. 28 A.F.F. TOP OF WINDOW // / TYP. 8 -12 \ \ \ \ \ \ \ \' \ \ \, \ \ \ \�� \� \ \' •", \ \' \ \, \ \ \ \ \ r/\ \ /wic 30 A.F.F. HT OF 6EILING HIG ED 2nd. FL 18 4i0 T/O FINISHED 12' -0" A.F.F. CL6 0'-0" A.F.F. 2 FINISHED FLR TO FINISHED FLR SCALE: 1/4" = 1' -0" LONGITUDE SECTION LEVELI & 2 -WEST 2 / SCALE: VC =1'-0" / //V/ / // LG2� r///////, /, ' /// // / / , / ' /'�/ 30 -1" A.F.F. HT OF CEILING HIGHT OF CEILING T/O FINISHED 2nd. FL ,; V 7 7 / 7 • Y / , / „ /, PT -I / / / / 7 ,/ /, /,'/;//;':;///, '/ /'// /' , Y //: / / y /////////'/// / / / / / / / / / / ,0FEJ.)(24\i,n/ 4-/t PT -� / 18 // , / /. 8-I / //.'.: / • / //// / / // , // //7_/, / / / / / / / // /// / / / / / / /- / ,/ / 7 1 // / „777 , 7. ,//, ,7 ',- / ' % ' /// /!' / / • ///// 7 / /' 777%; /',- % ! ;/ / / / / "// / / / / / / 1 777 / /i i ,- / / / / /. / ,' /• . / . / 7. • : / /// ,,, / / / /// OPEN TO SALES AREA 2 (ACCESSORY) / / / /7-777 , /. 1/ 77 ',/, / / , / 77 / /, , 7- / / ,; //// / / / II I IO, .O.O A4.09 TYP. / /, "/ // r L, /i ' / / / / /' %// 77 i7-/ // // / / / ;17 � / 77 �/' / ////////%///7":77/ ' /' %� // 7 / / / 777 /4 /, /, / \,. / ////",///%2A,/ / OPEN TO SALES AREA I ( ACCESSORY) 7777/ / / / / / / / // // ; / / / / /// / ' 7 77 7 i ' / 7 -i ' !� / / / / / 7' 7777 // 7-i / / /; //i / / /// OPEN TO SALES AREA 9 (VINTAGE ROOM) / /////, 7777%// / / / / 7///1 /// //'// ,7 -i // ' // '/ ////// / / //// , , / /,-, // , , 1 7 //,/ � / /// / , i // / / OPEN TO SALES AREA (VINTAGE ROOM) STOREFRONT A.F.F. TO 12 -0 A.F.F. 4'0 GLG 10' -0" A.F.F. OF WINDOW TO OF WINDOW 0' -0" A.F.F. TO FINISHED FLR / / ///////7//77/ / / / / / / 7777% 7,:///// / / j / /j / / / /� /7- / / � ��% / / ,/////// // / /// / / :////227/2"//////////////////////////////, / //7 / //7/ / 7 / 7-i i / %. /, /7- i / / / 777/ 777/' 7-i 77 7/7,, / / / /iii, / / % /7-i/ 7 / / / i / / 7- , / i� ' / 777 , / /// / / / / / / 7777// , , / , , / SEE AO.I.I FOR KEY NOTES FINISH MATERIAL SGHEDULE AO .1.4 LONGITUDE SECTION LEVEL1 & 2 -NORTH I 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ SOUTH CENTER 836 SOUTHCENTER MALL TUKWI LA, WA 98188 -2888 Consultants DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 Consultants REGISTERED ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/0 - 1 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. 11/0E3/01 ISSUED FOR FLAN CHECK PLAN CHECK RESPONSE, 01 /01/05 P2I 4 LANDLORD COMMENT n r -, 1 - .11 'r-'ti V "'J CITY U= TUKWILA d Sheet Title Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: Sheet No. INTERIOR LONGITUDE SECTIONS ELI. N M. LEE A2.2.0 4 - 5/S" XXi J' • / "/ / /" . • ,'. ?' •'t' - ; /', /" /,r / "/ �`i //`/ "i / "7i "/ "/ "r . T/O STOREFRONT 0 FINISHED 2nd. FL OPEN TO SALES AREA 3 (BLACK ROOM) OPEN TO 5ALE5 AREA 5 (SCENIC. ROOM) OPEN TO SALES, AREA 5 (SCENIC ROOM) DRESSING ROOMS OPEN TO SALES AREA 4 (MITE ON WHITE) (N) ON STRUCTURAL OPENING TO BEYOND- T. 28 A.F.F. TOP OF WINDOW // / TYP. 8 -12 \ \ \ \ \ \ \ \' \ \ \, \ \ \ \�� \� \ \' •", \ \' \ \, \ \ \ \ \ r/\ \ /wic 30 A.F.F. HT OF 6EILING HIG ED 2nd. FL 18 4i0 T/O FINISHED 12' -0" A.F.F. CL6 0'-0" A.F.F. 2 FINISHED FLR TO FINISHED FLR SCALE: 1/4" = 1' -0" LONGITUDE SECTION LEVELI & 2 -WEST 2 / SCALE: VC =1'-0" / //V/ / // LG2� r///////, /, ' /// // / / , / ' /'�/ 30 -1" A.F.F. HT OF CEILING HIGHT OF CEILING T/O FINISHED 2nd. FL ,; V 7 7 / 7 • Y / , / „ /, PT -I / / / / 7 ,/ /, /,'/;//;':;///, '/ /'// /' , Y //: / / y /////////'/// / / / / / / / / / / ,0FEJ.)(24\i,n/ 4-/t PT -� / 18 // , / /. 8-I / //.'.: / • / //// / / // , // //7_/, / / / / / / / // /// / / / / / / /- / ,/ / 7 1 // / „777 , 7. ,//, ,7 ',- / ' % ' /// /!' / / • ///// 7 / /' 777%; /',- % ! ;/ / / / / "// / / / / / / 1 777 / /i i ,- / / / / /. / ,' /• . / . / 7. • : / /// ,,, / / / /// OPEN TO SALES AREA 2 (ACCESSORY) / / / /7-777 , /. 1/ 77 ',/, / / , / 77 / /, , 7- / / ,; //// / / / II I IO, .O.O A4.09 TYP. / /, "/ // r L, /i ' / / / / /' %// 77 i7-/ // // / / / ;17 � / 77 �/' / ////////%///7":77/ ' /' %� // 7 / / / 777 /4 /, /, / \,. / ////",///%2A,/ / OPEN TO SALES AREA I ( ACCESSORY) 7777/ / / / / / / / // // ; / / / / /// / ' 7 77 7 i ' / 7 -i ' !� / / / / / 7' 7777 // 7-i / / /; //i / / /// OPEN TO SALES AREA 9 (VINTAGE ROOM) / /////, 7777%// / / / / 7///1 /// //'// ,7 -i // ' // '/ ////// / / //// , , / /,-, // , , 1 7 //,/ � / /// / , i // / / OPEN TO SALES AREA (VINTAGE ROOM) STOREFRONT A.F.F. TO 12 -0 A.F.F. 4'0 GLG 10' -0" A.F.F. OF WINDOW TO OF WINDOW 0' -0" A.F.F. TO FINISHED FLR / / ///////7//77/ / / / / / / 7777% 7,:///// / / j / /j / / / /� /7- / / � ��% / / ,/////// // / /// / / :////227/2"//////////////////////////////, / //7 / //7/ / 7 / 7-i i / %. /, /7- i / / / 777/ 777/' 7-i 77 7/7,, / / / /iii, / / % /7-i/ 7 / / / i / / 7- , / i� ' / 777 , / /// / / / / / / 7777// , , / , , / SEE AO.I.I FOR KEY NOTES FINISH MATERIAL SGHEDULE AO .1.4 LONGITUDE SECTION LEVEL1 & 2 -NORTH I 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ SOUTH CENTER 836 SOUTHCENTER MALL TUKWI LA, WA 98188 -2888 Consultants DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 Consultants REGISTERED ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/0 - 1 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. 11/0E3/01 ISSUED FOR FLAN CHECK PLAN CHECK RESPONSE, 01 /01/05 P2I 4 LANDLORD COMMENT n r -, 1 - .11 'r-'ti V "'J CITY U= TUKWILA d Sheet Title Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: Sheet No. INTERIOR LONGITUDE SECTIONS ELI. N M. LEE A2.2.0 0 10 1 d1 0 D 12' -6" A.F.F. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 ( 2.0. TYP" REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LTED TO DETAILS. DILENSIDNS, PLANS SECTIONS AND SPECIRCATIDNS) PERTAINING TO ANY SPECIFIC AREA OR REM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY NCDNSETENCES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE -- ` GLG @SALES D' -o" I 1 1 -- ...._._. i ■ � OPEN TO 5ALE5 AREA II (TAN W/TREES)) IGO W -7 — PT- I W -S) I 'I , ► 5AL1 =5 430450 (BOTANIC PT -1 W -8 -1 -- ...- _ . _... TO . s2. AREA 6 0 GARDEN) l � OPEN TO 5ALE5 AREA 11 0 (TAN W /TR>rE5)) r - ---- - - 0 N TO 5ALE5`AREA q (VI NTAGE Roots) I 1 I I I I 1 ( �L'B 1 L FL-5 I 1 . i i NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRA WINGS, GRAPHICS AND MODELS THEREOF ' ARE PROPRIETARY AND CANNOT BE COPED OR COMMERCIALLY IMPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMBED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCEWTTHTIiSNOTICE. COPYRIGHT 42 FOREVER 21 1909 ALL RIGHTS RESERVED. } -, 1 r l \ \ \ 8 -12 B-10 q -3 / OPENING I 'I OPENING 13 18 1_ < OPENING ❑ 10 T/0 FINISHED FLRS \ 8 -10 SCALE: 1/4" =1' -0" SALES AREA 5. 10 (WHITE ON WHITE)ELEVATION LEVEL EAST 8 0 . I I x, n I1 FORE SOUTH CENTER 838 SOUTNCENTER TUKWILA, WA 98188 MALL -2888 NOTE WALLS, ')= MOLD IN AREAS TOBEF = C L T- I 2 '-0" A. F.F . 1 '-' GI-6 @ AGG $ ID' -6 A.F.F. r GL6 @ AGG $ 1 -6" A.F.F. r' I OPEN TO SALES AREA I (WHITE ON WHITE) o r OPEN TO SALES AREA I (WHITE ON WHITE)., 0 _. - -_ - _.. OPEN SALES (ACCESSORY) (MCP TO AREA 1 o ,i-i0_ T/O SOFFIT 11 r y , T/0 SOFFIT RT -50 xA '9Nd0 IN ^ �N i Consultants 2470 MARINER SQUARE LOOP A L A M E D A, C A 94501 TEL 510.865.8663 FAX 510.865.1611 1A1-8 Sz.; , IS' -l a 110 FINISHED FLR 21' -4 1/2'1 OPENING B_1 _ 31' -2 1/2 OPENING T/O FINISHED 1=LR$ F250 F23o Cs-1) OPENING SCALE: 1/4 " =I-0" SALES AREA 1 ( ACCESSORY) ELEVATION LEVEL 1— EAST 7 SCALE: 1 /4" =1' -0" SALES AREA 1 ( ACCESSORY) ELEVATION LEVEL 1— SOUTH 6 s: 6216 REGISTERED ARCHIT _ DENNIS MICHAEL HEATH STATE OF WASHINGTON 0 •/ `-- 19 S O NOTE: W WALLS, CABINETS AND DECORATIVE MOLDINGS AT ACCESSORY SALES AREAS TO BE FINISHED w/ PT -30 1 / 11'P / n NOTE: WALLS, CABINETS AND DECORATIVE MOLDINGS AT ACCESSORY SALES AREAS TO BE FINISHED FM/ PT -30 12 A.F.F. Consultants 0 12 A.F.F. 5.0.2 5.0.2 4.1.0 5.0. TYF. FT-50 1 CT -3>D n / 12 A.F.F. TYF. TYF. F7_30 P �_ GLCy @ SALES . ! I ,r' ®,� // � . II L J :- 9 q �fl � �. II GLG @AGG. 9 1 10 II A.F.F. 1 ` / k , , �Ya'Z�\',((( rrl•,', GL G SALES $ 1 6 A.F. ,} � i y �� I I I \� • ,2 / 1 -7 = 4`11F�1 ". Y ' q \\ h " \yln �'+...� ��e- T ��1 1 ,r / - �1 °11 �`\ � �� alll I II 10 A.F.F. ( 1 ) . ` .. T D SOFFIT / PT To MAIN 5ALE5 AREA . .. T 1- 5 FIT / � JJ y 1 l � I' 11 — _ , r Il i �, 1 ( 1 l I S 1- ._ - - ^ ^ -- �},�Ytic,' ! '1 ll ti �) ° V i Q m a O . ._ _ } 1 T/0 OPENING . ,, ' = ; I I I OPEN TO 5ALE5 AREA 2 ° (ACCESSORY) F+ ��) vl yY t y 1 14 ... '9%10 'N19 43 1 - . I t CIA I N '9NdO 'N 11 IM _ A .I 1 _ wa '' � �4( r ,n _- 1- 1 �{ti " L Er-1 •n Q _ Fn - % sv .. d i ' ,- � 1:14 } p kn l NO. DATE REVISION q/25/0_f LL PRELIMINARY SUBMITTAL 10,10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /OS /O'1 ISSUED FOR FLAN GH1wGK - - m U...— II II FLAN CHECK RESPONSE, a 01 /0q /OS P21 8 LANDLORD COMMENTS 1 J ` I � _I. } II I .. I i ' l I /I II 1 I � 0 1 _0 11 A.F.F. • i n : " as .. II TO FINISHED FLR / 15' -10" 1 -\ II da \ \ T FINISHED FL 8 -12 \ B - �� F240 F240 \ B -I F230 F231 F230 B -I C� F 40 F240 F 40 F240 B -I F240 OPENING SIM. MIIIIII LiL- CEIVED CITY O TUKWILA U:,.1 I / ,.... SCALE: 1/4" = 11-0" SALES AREA 1 ( ACCESSORY) ELEVATION LEVEL 1— WEST 5 SCALE: 1/4" = 1'-0" SALES AREA 1 ( ACCESSORY) ELEVATION LEVEL 1— I RTH 4 �'� ;° . .i Q 0 12' -6" A.F.F. PT -1 � / // , 4 10 10 0 0 12 A.F.F. Sheet Title INTERIOR ELEVATIONS —LEVEL 1 & 2 Jab No. 2K-B17 , \ /_ \ , 38 � 35 •4.D.D T - 4.D.3 2 .D.D TYP• 12' -6" A.F.F. 35 PT- � � � � PT -I OP 1_63 A , GLG @ SALES l , GLG @ SALES r CLG @ SALES LGZ -- -_ - - -- 4_ F I 0 43,45, F 1 OFEN TO MAIN SALES o BEYOND Cw -S] - .._. w -a . I II -1 ID- II I II 1 I -' 1 :: I I 1 I I 1 1 _.. __ _ �I_ _._. _.L -I I_, CZ - �� -1 I _ 01 1 i I- . I� o I I ; I ( I I - - I OFE I TO MAIN/S' LIES BEYOND W -8 0.- 1 Z I I I �_.. _ 1 z P T, -1 < 1 ' 1 H. 0 - 1 1 ,: I ,_ _ J - _ _ _I ~7 .. DATE: SEPT., ma SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE CHECKED Sheet No. A2.3.0 \ 1 ; ' - - } 1 01_011 0 1_ 0 11 1 1 1 o ' -D ° _ r \ ' T/o FINISHED FLR \' \ T/0 FINISHED FLR \ ' ' 21' - q ° f OPENING T/0 FINISHED FLR CM \ B -1 O ® 00 B- I O \ B-10 • • ; @ \\ ® 10 �j 8 - \- 41 SCALE: 1/4" = 11-0" SALES AREA 4 (BLACK W/ YELLOW) ELEV. LEVEL 1— WEST 3 SCALE: 1 /4 " -11 -0" SALES AREA 4 (BLACK W/ YELLOW) ELEV. LEVEL 1— SOUTH 2 SCALE: 1 /4 " =1T -0" SALES AREA 4 (BLACK W/ YELLOW) ELEV. LEVEL 1— EAST 1 0 " 12 -6 A.F.F. a 6 , Q 12' -b" A.F.F. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 415■42, 1 / y 4.0.0 _ "� 1 I I I ' I I I 1 D I I I GLG @SALES 0 '_ 0 " THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND PERTAINING TO ANY SPECI A OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. PT -I ` O GLG @SAL1 =5 _� o D ESS1N0 ROOMS _ I I I I I I I I I I I I ZrA H I II I I II I I I \ = . I I 11 I I I I I I I I I I H I I I I 4137 II p I I 11 11 I I I I I I I II I I I I I I 1 I 1 I I C/1/ 1 1 1 I- I 1 T1 T 1 T1 I I I I I I I I I I I I I I I -1 II II +a CL + - H I III 11 II 11 I I II II I I I II I I I I I I I I I I I I I I 1 I I I I I I I I I I I I OPEN' TO r REsst RooM 5Y`oNn O Z D in IU 0 kn ua Lk' --.2 l C - 3) ~ I I I 1 1 I I I I I 6-23 II 11 I I I I I I — NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. J y \ ` i T/0 FINISHED FLR$ 1 I .b' y I. I 0'_0" 8 -12 B -4 B -8 T/O FINISHED FLR B -4 8--4 SCALE: 1/4" = V SALES AREA 11( TAN W /TREES) ELEVATION LEVEL 2- NORTH 7 sC ALE: 1/4" 1' -0" SALES AREA 1 TAN W /TREES) ELEVATION LEVEL 2- EAST 6 19 20 12' -6" A.F.F. CO 12' -6" A_F.F_ XX][ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 PT -I - - IN I I T wG -q GLG @SALES T_1 wq G - - Wq G - GLG @SALES o' -o WG -14 I II H I I I I I I I I G_1O I I I I H 11 H I 11 II II I \ H wc--la II I I I I I I I I I 'I" N G -lo I I H H II II 11 II H I I I _ NO -14 II I I I I II H I I I I I l �� I I I I I I I I 11 I II 11 I 11 II II LI J 1 H 1 I I WG - 14 I I I OPEN TO GASH WRAC' AREA W - s I I CG� 14 I I 1 I I 1 f. Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 WG 74 ` I t o I I I 11 II II re2 I 1 11 - \ I . r: o' -o" 1 �, h ∎ F . E \ 8 -12 B - 40 NP. \ B_3 40 TYP. T/O FINISHED FLRS T/O FINISHED FLR B - 3 \' -� 5 -12 SCALE: 1/4 " -1' -0" SALES AREA 9 (VINTAGE ROOM) ELEVATION LEVEL 2 - NORTH 5 SCALE: 1 /4 " -1' -0" SALES AREA 9 (VINTAGE ROOM) ELEVATION LEVEL 2 - WAST 4 Seal: 6216 REGISTERED 1 .`i;, \ ARCHI ■ DENNIS MICHAEL HEATH STATE OF WASHINGTON 0 20 0 12 A.F.F. 0 12'_6° APP. . _. ,T� Consultants o I .9-.Z ,OI WG -q . - WG -q GLG @SALES O'-o" „9 -,Z ,OI WC.- GLG @SALES S : I I 11 11 H I I I Zz II I 11 I 11 + NG -Ii - I I 11 I I I 11 C - I I WG 10 I I I I I I 1 1 11 I I 1 1 11 . OPEN To SALE5.Ai2EA 11 (WHITE ON MITE) W _ 8 - -. OPEN TO SALES AREA 11 (MITE ON YVHITE) WG -14 f l 1 I 1 1 f 11 II 11 I II YVG 10 I �� I I I I I t I I I I I I 11 I 11 II I I I I I I 1 1 . ti I \ I II I W� -14 ` I II I II I H WG_1O I I I I I I I II ( I I 11 1 � ` , \ I I I I I I 11 II ! 11 1 I I I I i 1 I II I ! NO. DATE REVISION GI/28/0 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL rINAL LL SUBMITTAL. II /08 /o-7 1551./ED FOR FLAN GHECX. PLAN GHEGK RESPONSE, OI /01/08 F2I 4 LANDLORD COMMENTS y y . 1 ∎ H y � . - .� ` 1 0 . B-3 - \ I5' - f ` OPENING / 8 -12 0 G \ 11' - OPENING f (B -12\ \� ‘ \B -3\ — T/0 FINISHED F1.R \ . 5-12 B 3 40 TYP. O T/0 FINISHED FLR B -12 RECEiVED nr y (', _ T; :1nn H■ A J,..61 ' ' , _3 SCALE: 1/4" = V -0" SALES AREA 9 (VINTAGE ROOM) ELEVATION LEVEL 2 ... SOUTH 3 SCALE: 1/4" =1' -0" SALES AREA 9 (VINTAGE ROOM ) -EAST LEVEL 2 EAST 2 ;<ti-iVIII ULNIEI -1 ROTATED FOR GLAIRITY 20 �� 19 10 1 ROTATED FOR GLAIRITY 5 " 0 - l - Sheet Title INTERIOR ELEVATIONS -LEVEL 2 ALIGN �s 4.0.0 4.0.3 2 .0.0 TYfi ALIGN i'7 -I / I2'-6" A.F.F. i I it /1 I l tglE0 GLG @SALES S I' I I l I I 1 1 1 1 l 11�1f f 1 1 l 1 l I I ; I I I I PC-TD ry OPEN TO VINTAGE SALES AREA q ROOM ( ) W -8 Eli _ _ _ 1 \ \ 1 . . 1 OPEN TO SALES AREA 6 (BOTANICAL GARDEN} I r iQ f I . 1 I_ a) 4 1 1 1 , - I , I � � .01-, , / / \\ \\ Job No 2K-617 DATE: 007 SEPT., , SCALE: DRAWN BY: ELI. N CHECKED BY. M. LEE Sheet No. A2A.0 �\ T/0 FINISHED FUR 8 -10 •'► TYP. wCPT -I) II d _ -10 TYP. OPENING B 12 \ B -IB • 8 -10 .n/p. 5-12 SEE A0.1.1 FOR KEY NOTES 4 AO.1.4 FINISH MATERIAL SGHEDULES scam 1 /4 " =1' SALES AREA 5.8.10 ( WHITE ON WHITE) ELEVATION LEVEL 2- SOUTH 1 0 D 0 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 / ROTATED FOR GLAIRITY 12' -6" A.F.F. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCH ITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE „� 1X OW - iN 1N 1 1 11 1 1 1 1 1 1 I I II I ' I I Io II 1 1 1 11 GLG �5AL1 =5 - D P-r-.I _ O' - O" . •. :: "' -: _ r .- i i 1 r T i l i 1 1 1 1 1 1 i f 1 i I .. i T I 1 1 l 1 ' _ } 1 1 I 1 . i .. l _ _ I 1 1 1 1 II 1 I I 11 1 1 1 1 I I I I I II I I I � � I I I II 1 1 1 II I I I I II 11 I I 1 1 I I 11 1 1 1 1I 1 l.. , 2' TYP. 1 rl 2' TYP.� 11 1 1 1 11 1 1 1 I I 1 1 I II I I I I � II II I I 1 1 11 1 � 1 1 1 '� � I I I n � • ^ �`� m-7 1 1 1 1 1 1 1 1 ' _ GOO _ - �� ` } t -., • [ 0'- i ` � - _ � I XX Da' i 1 ... r r 1 1 1: _. f i l NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. -1 7 I I 1. _ I I I 11 I I 11 _ I 1 I 1 11 I I h 1 r y 1 I , , 1 .1•, ..L.. 1, 1'l , , ,',f, '� .'.'l .'.1, a'J , , L , ,t, J , , h , � f, , d , , I, ,t.. J , . L ..f.'.'d .'. L'..l.. l'..'L•.'.i.'.'1'..'L' POP -OUT WALL, WALL FIXTURE TO SE FINISHED IV WALL COVERING AT 1 AG1=, 51D1 =5, TOP AND BOTTOM T/O FINISHED FLR B_q \ 8 -12 a \ �8 -12 8 -13 :• SCALE: 1 /4 " =1'O SALES AREA 7 (SCENIC ROOM)ELEVATION LEVEL 2— WEST 10 SCALE: 1 /4 "=1 -0• SALES AREA 7 (SCENIC ROOM)ELEVATION LEVEL 2— EAST 9 0 12 A.F.F. 0 0 12 A.F.F. D 12 A.F.F. XX][ F' ©REVER SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 PT-I ry OD OD GLG @SALES S 4111W GLG @SALES S GIP - PT-20 - 01_5 @SALES S CPT -- � �� - I I 1 1 I- G.l I I I I I \ .- OPEN To SALES AREA 5 (WHITE ON'WHITE) N -8 ' ' OPEN TO SALES AREA 5 (WHITE ON WHITE) w - 8 � � I 1 I 1 1 II H I H II I II H 1 II I I I I I ' r r) ~ 1 I I I I I II H 1 I I II 1 II I I 1 1 1 1 11 — �� 1 11 1 1 11 I II 1 II 1 H I I I 1 O = 11 OPEN TO SALES AREA 5 (WHITE ON WHITE) • W -8 _ OPEN SALES (WHITE ON W-8 L 3, , ,, ;;, � f`illri� �j". ` --..:- _x'0. TO AREA 5 w�+ IT> =) da rIL Q � � - y � C17-2) 11 T 11 i H H II 11 H H I I I I wG -15 �{ I Ht I I I -.- Consultants I I I II I I I II 11 I I 11 1 1 11 NI, 1%1, IT � o' -o" �, I �. fl o' -o" � � \ CD-4D n - P 12 T/O FINISHED FLR � 13-1 \ T/O FINISHED FLR � \ B -12 \ _I T/O FINISHED FLR � \ 8 -15 \ 8 -12 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 5-1 E4 -12 SCALE: 1 /4 " =1' -0" SALES AREA 7 ELEV.LEVEL 2— EAST 8 SCALE: 1 /4• =11 -0" SALES AREA 7 (SCENIC ROOM)ELEVATION LEVEL 2— NORTH 7 SCALE: 1 /4 - =1' -0• SALES AREA 6 ELEVATION LEVEL 2— WEST 6 .eal: 6216 REGISTERED ARCHIT -t DENNIS MICHAEL HEATH STATE OF WASHINGTON l% ,t; 20 ROTATED I2' -6" A.F.F. D 6 6 1 20 ` �. �. , , — .,= ,, f FOR GLAIRITY ,r F2.0.1 TYP. 12' -6" A.F.F. 4.0.0 4 .0 . 3 2.0.0 TYP. Consultants 1 l l . 1 1 I GLG @SALES _S_ Gib TO MAIN SALES o' -o" 4210 — PT -20 _ , 1'T --21 GLG @SALES . ■ O 09-Z , 01 II 1 I I 11 11 1 11 I I H I 11 1 H 11 1 1 I 1 WG rl5 4 1 I PT -20 GLG @SALES 0' -0" 1 I 1 � / .. L G -3 �, It � OPEN MAIN 1"1-S 1 1 ][XX DCX OC3{ HXX LKX ]IXX 1. 1 _ I 1 . _ L G -3 ",,+.0.4:,.. r II 1 II 11 I I II II 11 I I I II 11 i I I C I I L H 1 11 1 1 1 11 I II o' - o" II I 11 II 11 I I 1 1 I 11 II ; -:�- TO SALES AREA o s 4- I I 11 11 I 11 1 1 I I I I OP L 1 1 I I II 11 1 1 . _ _' ... du d _ NO. DATE REVISION GI/28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /OS /O ISSUED FOR PLAN CHECX. PLAN cHEcK RESPONSE, 01/01/08 F21 4 LANDLOR COMMENT D 1 f I l i I Ii 1 1 1 I I I 1 11 L ,1.,.1•...L 1,..1, .... , 1•., I,,, r, ,�.,I,,,r,,1,,•I,,,r,,�,,I,,,f, �',,I, r,, 1,, i,,, 1,, i,, 1,,, r,,l,,i,,,F,,.f,,T,,3r,,1•,77,. , "r,,.1 Ik - 1 � 'i . y n- r- ' � CPO . 8 -13 :� T/O FINISHED FLR \ B -12 \ \ T/O FINISHED FLR \ \ 8 -12 \ T/O FINISHED FLR`S > 5 - la 8 -12 40 1 FINISHED W/ 1A1G-15@FAGE, TOP 4 -GJ 8 13-15 CITY CE1VP�D. l.�I � i Oi' I LJnVi1 A a+ :..V I P L- ,..o SCALE: 1/4" =11-0" SALES AREA 6 ELEV. LEVEL 2— SOUTH 5 SCALE: 1 /4" =1' -0" SALES AREA 6 ELEV. LEVEL 2— EAST 4 SCALE: 1 /4• =1' -0- SALES AREA 6 (BOTANICAL GARDEN) ELEVATION LEVEL 2— NORTH 3 PizilIw'h GU:19Efi 0 22 0 12'-6" A.F.F. r r� _ = 0 0 12'-6" A.F.F. Sheet Title INTERIOR ELEVATIONS —LEVEL 2 2a 44.4.' 1 - I 1 11 11 1 II I I II I 1 I I 11 11 GLG @SALES •'- 1 I 1 I 1 1 �' '\ I 1 GLG @SALES I 11 1 II II 11 1 1 11 II II 1 11 II II 11 1 4 1 - PL-3 1 1 1 0 I I I I II I I 1 I 11 I I 11 1 II II H I II II II 1 1 II 11 I 11 1 I 11 11 11 II II 11 1 11 11 1 11 II 11 i i: g 1 - CL -3 I II I II I I I II 1 I H I H 11 1 II II I 11 II 1 'd,ll "d,� 1 1 1 . 1� I 1 ° s G 5A1 AREA 10 (WHITE ON WHITE) 1 -S SALES OPEN AREA 10 (WHITE ON WHITE) w -8 I 1 1 1 Job Na 2K DATE: SEPT., X107 SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE ' , I .` 0' -0" 1 . 1 1 11 • i o' -o" T/O FINISHED FLR \ B -12 \ IS -4 �� 1 •� T/O FINISHED FLR � ' Sheet No. A2 0 ■ 5 ■ B -4 S- I2 8 -12 _ [� 4 ] 1 1 SEE AO.I.I FOR KEY NOTES $ A0.1.4 FINISH MATERIAL SCHEDULES SCALE: 1/4 " =11-0" SALES AREA 11( TAN W/TREES) ELEVATION LEVEL 2— SOUTH 2 SCALE: 1/4" = 1'-0" SALES AREA 11( TAN W/TREES) ELEVATION LEVEL 2 —WEST 1 SCALE SAT = 1 SCALE 31r = 1'. SCALE = 1 1 1 1 1 1 1 1 1... 2' -6" COO I' -3" fi 2' -6" / l 1 1 1 1 I0 1/2" 21' -2 1/2" 11 ® o E2. 6' 2' -6" 6' 10' -6 1/2 11' - 3" 6' EQ. 6 ®O 1' -2" 26'-2 3/4" 1' -8" 11' / 2' -6 1 0® 4 32.2 1 5 - 1' -4 1/2" 1 EDO 9' -8 1/2" 28' -8" -- 2' -6" 1 1 1 1 ENLARGED STORE FRONT PLAN - LEVEL 2 (ENTRY 3 L._'.. '.I • ENLARGED STORE FRONT PLAN - LEVEL 1 (ENTRY 1 SEE AO.I.I FOR KEY NOTES AO.1.4 FINISH MAThRIAL SGHEDULES ENLARGED STORE FRONT PLAN - LEVEL 1 (ENTRY 2 3 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE_ NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. eal: SCALE: F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWI LA, WA 98188 -2888 Consultants Sheet No. DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 Consultants Sheet Title DRAWN BY: REGISTERED ARCHI DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 9/28/07 LL PRELIMINARY 5U8MITTAL 10/10/07 PRELIMINARY RE SUBMITTAL F INAL LL SUOMITTAL. II/08/0-1 1551.1ED FOR PLAN CHECK PLAN CHECK RESPONSE, 0I /09/08 F21 LANDLORD COMMENTS RECEIVED - •�� �� 141 Lok ENLARGED STOREFRONT PLAN Job No. 2K-617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE A3.O.O NOTES FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 - STRUCTURE NANT'S NTI R LATERA INCLUD � SHALL BE SELF - SUPPORTING AND SHALL ATTACH TO LANDLORDS - ALL STOREFRONT CLOSURES MUST BE EQUIPPED W/ EMERGENCY QUICK RELEASE LOCKS - ALL EXPOSED ALUMINUM ON GRILLES SHALL BE ANODIZE=D OR PAINTED DURONDONIG FINISH - TENANT MUST SEAL OFF THE CEILING SPACE OF THEIR LEASEABLE AREA FROM THE CEILING SPACE OF THE MALL TO THE ROOF DE=CK - THE FINISHE=D FLOOR ELEATION AT THE PREMISE=S' E=NTRANCE MUST MATCH EXACTLY THE FINISHED ELEVATION OF THE ADJACENT MALL FLOORING - ANY DAMAGE TO NEUTRAL PIERS, MALL COMMON AREA OR THE LANDLORD'S BULKHEAD SHALL BE T.G.G.'S RESPONSIBILITY - KEYED GRILLE SWITCH FOR THE ROLLING GRILLE MUST BE LOCATED ON TENANT SIDE; OF LE=ASE: LINE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. 2 IS A3.1.0 NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT 1 FOREVER 21 1999 ALL RIGHTS RESERVED. TYF' 4' 2 f 6" 2 3 / / / 'may 4' -S" 2 3 / / 2 =3 / / q' -4" 4 -8 S4 / 4 =8' / / / / q7 / 4' TYP '1 2 -3 -6" 2' -3" / / / / g / / / / I5' - A_F.F. / 1 / / TOP OF STOREFRONT n �J , O -o" A.F.F. _ . . ' , 4 a. ` , � . '/. ' . , . , ' f _ � 1 ■ , ' , 1 r ' 4 a I ; w — . ,. L.... 1 .. { 1 1 1 l 1 I .� I 1 �.i. l ! I I I I 1 1 I i I .. L. ,'� 1 I �� I �._.� I LLI `r e s \ 1 l 1 }_ 11 1 I I. �i P I I 1 , , ) �! • • ... I ' .. :: :: f f I, , , w 1 F+DREVEFt SOUTH CENTER 836 SOUTHCENTER TUKWILA, WA 98188 MALL -2888 TOP OF WINDOW TT' S -S -� I' -3" A.F.F. 1 FOREVER 21 FOREVER 21 NINDOW FOR VER 21 FOREVER 21 FOREVER 21 FOREVER 21 FOREVER 21 FOREVER WINDOW 21 FOREVER 1 , ENT ‘ o / 7 = I .. J I \ FOREVER 21 WINDOW FOREVE 21 j Consultants TOP OF PLATFORM \ \ \ , , VI , , I , \ �' I • } I. I T/O FINISHED FLITS TYP 5 -6 TYP ®TYP 7q TYP .. O5 • Tq q6 TYP 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 REGISTERED ��ti� ARCH DENNIS MICHAEL HEATH STATE OF WASHINGTON SCALE 3ir = 1.0' STORE FRONT ELEVATION LEVEL 1 -SOUTH 2 0 B I ' • . '� 9 '- . • Consultants NO. DATE REVISION q /28 /o1 LL PRELIMINARY SUBMITTAL AB.I.O 10/10/07 PRELIMINARY RE- SUBMITTAL / TYP f -6 2' -3" / 2 f 1 / q -�} 4' -8" / / 84 4' -S" 8 / 4' -6" 2' -3.. / / 2. -3„ / 8 / O TYP / FINAL LL SUBMITTAL. II /08/0 ISSUED FOR FLAN GHEGK 01/0 4 IP LANDLORD COMMENTS / / / / / / I3' -1" A.F.F. i / _ sE D ToP OF STOREFRONT 0 10 O A.F.F. ( / ' o ✓ ' ' / + 1. ; • r fir I %S ' JU �., I LA . , 11.1 - . - - 7 • r. _� i ... •� • • • `I ~ - { • 1 •I • • 1: - • . ... - : • :• �, . 1. �� � • - � 1 I• _ 1 I I . I .. i L.. 1 ' 1111 ,, W I } I • 1. I � I 1 . } r I 1 I ' I } I ' 6'I-d9V99 .r 1 GLN 9 ,ER Sheet Title STOREFRONT ELEVATIONS -LEVEL I TOP OF WINDOW TY 5 -8 ,-,--430 I' -3" A_F_F_ FOREVER 21 G DF WINDOW FOREVER 21 i 1 FOREVER $1 I 1 . -� g0REVER 21 I 1 , FDREVER 21 FOREVER 21 ,.. Q 07 WINDOW FOREVER 21 FOREVER 21 FOREVER 21 ' 4,- 1 I I ( 1 EN- • /, o I. I 1 .. 1. 1. / . , ��-sT 711 c.+ 1 1 . .1 1 :: FOREVER 21 • . FOREVER 21 f I i 2' -6" Job Na. 2K-617 DATE: SEPT., 2007 TOP OF PLATFORM .• i SCALE: ( �, : a a a : I . I : ' : T/0 FINISHED FLR OTYP 5 = 6 TYP Tq TYP q6 TYP a �® DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No. J1\3 . 0 .2 5E:E AO.1.4 MATERIAL SCHEDULE= SCALE: air = f-oe STORE FRONT ELEVATION a@ LEVEL 1 -WEST 1 NOTES FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 - S EENAN T 'S FOR LAT REF OUP DING GRILLE SHALL BE SELF- SUPPORTING AND SHALL ATTACH TO LANDLORD'S - ALL STOREFRONT CLOSURES MUST DE EQUIPPED W/ EMERGENCY QUICK RELEASE LOCKS - ALL EXPOSED ALUMINUM ON GRILLES SHALL SE ANODIZED OR PAINTED DURONDONIG FINISH - TENANT MUST SEAL OFF THE CEILING SPACE OF THEIR LEASEABLE AREA FROM THE CEILING SPACE OF THE MALL TO THE ROOF DECK -- THE FINISHED FLOOR ELEATION AT THE PREMISES' ENTRANCE MUST MATCH EXACTLY THE FINISHED ELEVATION OF THE ADJACENT MALL FLOORING - ANY DAMAGE TO NEUTRAL PIERS, MALL COMMON AREA OR THE LANDLORD'S BULKHEAD SHALL BE T.G.G.'S RESPONSIBILITY - KEYED GRILLE SWITCH FOR THE ROLLING GRILLE MUST SE LOCATED ON TENANT SIDE OF LEASE LINE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. 16 2 I S • 32.0 NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY OUT EXPRESS WRITTEN WHOLE OR IN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEVV AND EVALUATION BY CLIENTS CONSULTANTS CONTRACTORS GOVERNMENT AGENCIES VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. f / TYP f 4' 2' - 3" - 6" .l 2 / / @ / f 4'76 2' - 3" 2' - 3" f p' f 4' f .1 f 4' / f o / q7 / 7't'P 41 f 2' - 3" f f 2' - 3" / f / g / / / / / - 13 A.F.F. TY _ F � ti ` , . ' .. 4 r t ' } ' + , - - - = - } ' _ : :: } ' : : :1��: -- Vii: 1� - Il 1 1 I' } , TOP of SrOREFROr - V I 6 A.F.F. [ I 1 1 1 LLL "' i 1 1 ;' _ 11 I i i I T _ 1 ' v w $ 1 1 _ �� !, l 1 1 i i Lu \ i Lu d i / i 1 1 i .. _T i _ 1 ') 1 _ (. l i 1 1 T I TOP OF POP -OUT C) Io' -o" A.F.F XX][ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 1 ][ XX11 Q 1 of INDOIN XX][ XX][ XXJ[ 1 I XX][ ?� of WINDOW ][ i C ][ l / i \ \ , � y / � / i / ; ' O ENT Y is 6 \ \ t, \\ \ \ \ ; o 11 1 - 1 1 1 . ?` 1C of INDOW J TOP OF WINDO 0 I -s " A.F.F. Consultants \ \ \ cv \ \ i TOP OF PLATFOF 0 " `.t.' ',\' , ,`,'1','.'I. }`' , `' = ,'_' t \`1'_ ` 1` :`I3 .r3 _ 11 , l' , �'l`, f/4 . ' \,, ' , , ,, 1 , � TYP \ 5-6 TYP q6 TYP 7q TYP \ s -13 :i TYF \ � TYP T/O FINISHED Fl 7q q6 TYP O5 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 62 16 REGISTERED � ARCHIT l DENNIS MICHAEL HEATH STATE OF WASHINGTON (� rl ^; fit';:= SCALE: sr. 1 STOREFRONT ELEVATION @ LEVEL 1 -SOUTH 2 A a - d - , - F C� Ld •' r Consultants NO. DATE REVISION '/28/07 LL PRELIMINARY 51.15MITTAL 3.2.0 10/10/07 PREL IMINARY RE-- SUBMITTAL � TYP / 4' 2 - 3 6" 2 - 3 / / 8' 84 4' f 4 f / q7 / 4 ' f 2 -3 6 .. f 2'-3" o f q7 / / 0 TYP FINAL LL SUBMITTAL. I I/08/01 ISSUED FOR FLAN CHECK PLAN GHEGK RESPONSE, of /oq /o8 F2I $ LANDLORD COMMENTS / / / / / / / / i /.. / 1 13 - A .F.F. RECEIVPD rr-v 4z.�. � � A C . i .: ,1, L Q TY 5 -6 TY - �''.' � .CS �- N. 4 -j.Z l _ ... TOP OF STOREFRONT n 12 6 A.F.F. E 1 L �.r � , 1 11 1 L .. 11i .. .. • . •..•� . I a . � . ff • .d . - • . • i s •= . .r � . . i • f {...f . .[ : �• I • f 1 �i 1; 1:. l • I � i , • • 1- i i . j • . 1 EQ 1 1 1 1 FR, 5' -3 I/2" 7y7 1 i 1 i 1 1 Q i 1 ; 1 h` : TOP OF POP-OUT 10 -o A.F.F. a vea �6‘5! EH Sheet Ti tle STOREFRONT ELEVATIONS -LEVEL 1 ' 7 [ 444 ][ WINDOW XXI i X) ][ \ �� / \ j o \ ENT'Y / ;/ o ,/ \ Nt '\ \/ \ \ o / ; / \ / XXI ? XI XXI WINDOW XXI ? XI XX][ f TOP OF WINDOW I --3 A.F.F. „ : 1 +4 • \ \ \ \ / / XXI F . C� 1 I i ;� Jab No. 2K-617 Vi I l \ 1 I i r DATE: SEPT., 2007 1 n, :. TOP OF PLATFORM o ' _ o., SCALE: , ,, 1 \„f , ., , � , , `� • • , \, ,1, ,r, ,' T`, ,`1, ,r, 'J', 1,', ,�`, ,`�', ,`1, I`..`[t . ,[, f'1 f`I, t`,1t'±'f' r! 1, 1 .`__} 3 31t t \ \ � TYP T/O FINISHED FLR \ DRAWN BY: ELI. N e 5 -6 TYP G TYP - iq TYP q6 TYP 5 -13 :r TYP O TYP CHECKED BY: M. LEE Sheet No. A3.1 •O SEE AO.I.I FOR KEY NOTES 4 A0.1.4 FINISH MATERIAL SGFIEDULES SO 0'1'. STOREFRONT ELEVATION @ LEVEL 1 -EAST 1 NOTES FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 - STRUCTURE E IRE STOREFRONT INCLUDING GRILLE SHALL BE SELF - SUPPORTING AND SHALL ATTACH TO LANDLORD'S - ALL STOREFRONT CLOSURES MUST 5E EQUIPPED IN/ EMERGENCY QUICK RELEASE LOCKS - ALL EXPOSED ALUMINUM ON GRILLES SHALL DE ANODIZED OR PAINTED DURONDONIG FINISH - TENANT MUST SEAL OFF THE CEILING SPACE OF THEIR LEASEABLE AREA FROM THE CEILING SPACE OF THE MALL TO THE ROOF DECK - THE FINISHED FLOOR ELEATION AT THE PREMISES' ENTRANCE MUST MATCH EXACTLY THE FINISHED ELEVATION OF THE ADJACENT MALL FLOORING - ANY DAMAGE TO NEUTRAL PIERS, MALL COMMON AREA OR THE LANDLORD'S BULKHEAD SHALL SE T.G.C.'S RESPONSI8ILI TY - KEYED GRILLE SWITCH FOR THE ROLLING GRILLE MUST SE LOCATED ON TENANT SIDE OF LEASE LINE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. • K \ a ry 111 z A3.2.1 V 1- I NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR PART, WITHOUT EXPRESS WRITTEN WHOLE OR IN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 15 A.FT. • 4 2 1_ 3 11 6'1 / I 2 1 - 3 11 1 f I TOP OF STOREFRONT • 14 A.F.F. • - + ` '`,' JJ I, , I` t JJ It `, tt ' } JJ ' I l I ' ;1 +` JJ + } ' 1 , ` ' ;1 " a ' , 'l , '' y y fI ` '' ; ,; '' ' B/O SOFFIT • 13 A.F.F. • Y, it H r 1 , ` ` ■ f ' + , ' f ` f ' , I ` , " ` ` f ` ` > , + ` + ` ` " . ' + , , ' }} } } ! } I' 1, 1 � 1 TOP OF POP - OUT • 101-0" A•F.F. i I EQ 2 XXI ) — i (1 1 -6" ZV 0 rs I 1 1 1 1 I I r 1 1 1 I I I 1 I [ 4 ,, I 1 1 1 XX][ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 TOP OF WINDOW IT I' -3" A.F.F. [ I rO. ( ( [ \ _ in i 1 Eli wlNriow XXI XXJE ][ ,il mil[ Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 TOP OF PLATFORM S 0' -O° \ \ \ f • f f.fl, ' I + ' , \t' I` 3'f.'+ .tt` -' 1', -`l.'t tt+ t' l'. -'ff'. ,t, _'� - .'13 \'. .t. -' j '. - tLt± ,' \t T/O FINISHED FLR � \ \ �rYP 5 TYP 1 1 q6 TYP - 6 Seal: 6216 , REGISTERED . V - ARCHI +\ DENNIS MICHAEL HEATH STATE OF WASHINGTON 4 STOREFRONT ELEVATION @ LEVEL 2 —SOUTHCONTINUED 2 " w IS Z 71 0 Q E-- IQ I _ = a y, d- / 2 Consultants NO. DATE REVISION 1 /28 /OT LL PRELIMINARY SUBMITTAL A 84 / 8 A3,2,1 11 / I - POP - OUT LINE 10/1 0/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II/05/01 ISSUED FOR PLAN GI -IECK of f I II 4 2 -3 f 6 I II 2 -3 f f 1 4 I 4 f o f � f 4 -6 I II 21_511 2 -3 f � f f 1_ 11 41-6" 2 3 f I II 2 -3 15'-0° A.F.F. • PLAN GHEGK RESPONSE, 01 /OG /OfS 721 .$ LANDLORD GOMMENTS n i ;�; 1 1 ;I i 1 i 1 ; l; ' ;1 �+ 1 1' =11 ' �' ;�_ ;l ' C' ' ; ' f; ` +} ' fl ' ; ' ; ' � ' ;I ;I ' 1_ -, I '�' J + f �1; J N � ' I < I 11 ' ' ; ' 1 f ' �� : ' , ;1 ' � ' t e � d /, 1 f. ' 1f : ; ' f :1 ' + ` ; �l ; ;I f C ' lf _l 1 ` ��. : � J 1 } 1 '1 ' , � t�f f 4 TOP OF STOREFRONT IN 14 o A. I'.F. • ' Y 4 ± ± � ' r . . t [ t 5 , } + f } + r 1 1 } ' t H , • t }` . [ } , T t f � -r i } } 11 , 1 f 1 f i �, f } } ....,_ [ • } I II 1 1f f I 1 1 1 I I 1 , ,, f f " 1 } 1 t } f } 1 ! + 4 1 1 / , ! } ' f� 1 ' , I 1 f 1 I ! 4 1 1 I f ' ! Ilf 1 ! i ;f [ - 4 ! 1 f ' ; 4 { f } } +';I;'f 4 t ' } i } f • { f , j ' 1 y ' f t _- /' i } f � f ` , f 1 f 1 f' , + 1 + , , , • , , ,. 1 + ! , + 1 , t { + 1 , + 1 + , ! i + 1 f t ` + + h + 1 : I' 1 + ! + t t r } i r f t 7 l l 1 1 1 1 1 !'{ } ff ,' ' I, ' If I { + 1 '1 ' ' f f ± � ', f f T } t r , f f f T } • , }'} f I+ f , f 1 ` 4 1 .1 • 1 p I O FI T • S SOF A.F.F. • _ [ 1 [ 1 I I Rc 1 I 1 I) l \ 1 1 l - I 1 . � I I . 1 1 , J 1 I.- I ER I - I romcvmm 1 . 2'- XX][ ( I " I O I. ` - :F EQ :,. . ff f L TOP OF POP 10'-0" A.F.F. /1_ TOP OF WINDOW CONTINUED FINISH AR 1 A.F.F. •■ 9`+Y TIMMLA H4 1 • I � 1 1 1 .:1_ 1 -1. I l 1 I I I Pt. I C;E6\A s EFL XXI ][ \ XX][ l l . XXI INDOw xx]G - / / 1 \ \ // w1NDOw ][ ]C [ [ l XXI fl' I I 1 I ' I 1 I II L I X.X.I X. \ � �� WI ][ D XXI XXII %X][ f Sheet — Title de STOREFRONT ELEVATION Job No 2K-617 1 . O) TOP OF PLATFORM DATE: SEPT., 2007 t t .'I.'� .ty'.'1 L .1.' '�' *' 'I f I' I' 1.'.'�'+ Ia l'� .'I.'. *t *'.'�'+ +'L', �I, 4'1', 1 +'+ } L,', �, , +' \ `, -t i i F 1 i i f i + i 1 1 1 1 I i '{ i' • 1 7 1' = + 't' + T+ �+ t` ]+ +1+ + t, ,1 , i t –(' �`r ■ a SCALE: S TYP �TYP 0 B -13 :• TYP TYP 79 TYP q6 TYP 8 -13 :• TYP / T/O FINISHED FLR� DRAWN BY: ELI. N @ 1 MALL HANDRAIL CHECKED BY: M. LEE Sheet No. A3.1.1 SEE AO.I.I FOR KEY NOTES 4 AO.I.4 FINISH MATERIAL SGHEDULES sate. w=T-IT STOREFRONT ELEVATION @ LEVEL 2 —SOUTH 1 ii' //i • 9- ADJACENT TENANT p y \i. II 11 1 II 11 11 1 I 1 II k XXI I II 1 1 1 11 1 11 I II 1 1 I II II 11 1 11 I I III 1 11 . MALL FI A ROTATED FOR GLAIRITY ROTATED FOR GL�RITY NISH AREA IT -O" A.F.F. TOP OF MALL GEILIN 15' - A.F.F. HI 6Hr OF FINISH O' - O" FINISHED 2nd. FLR. o' -o" FINISHED 1st. FLR. SEE AO.I.I FOR KEY NOTES if A0.1.4 FINISH MATERIAL SGHEDUL_ES STOREFRONT ELEVATION @ LEVEL 2 -EAST. SOUTH FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LAMED TO DETAILS, DIMENSIONS, PLANS SECTIONSAND SPECIFICATIONS) PERTANNG TO ANY SIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY NCONSISTENCES. D ISCREPANCIES OR OMISSIONS PRIOR TO OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPUCABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AMC CANNOT BE COPIED OR COMMERCIALLY EXPLORED, IN WHOLE OR IN PART, WRHOUT EXPRESS WRITTEN PERMSSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMBED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERMENT AGENCIES, VENDORS AND OTHER PERSONNEL OM.Y IN ACCORDANCE WITH MS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Seal: SCALE: Co R E V E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants Consultants Sheet Tine Sheet No. DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 1 DENNIS MICHAEL HEA H STATE OF WASHINGTON REGISTERED ARCHIT NO. DATE REVISION 1/25/07 LL PRELIMINARY SUBMITTAL 10/10/0'1 PRELIMINARY RE- SUaMITTAL FINAL LL SUI5MITTAL. II /08/01 ISSUED FOR FLAN CHECK PLAN CHECK RESPONSE, 01/01/05 F21 4 LANDLORD COMMENTS RECEIVED Ptr1M i c;LN I Ea STOREFRONT ELEVATION -LEVEL 2 EAST. SOUTH Job No 2K-617 DATE: SEPT, 2007 DRAWN BY: EU. N CHECKED BY: M. LEE A3.1.2 [1] SCALE: 314' =1'-0' SCALE 6' =1'-0' SCALE: r= V-13" OF LIGHT FIXTURE 1 1 J LIGHT FIXTURE -SEE SECTION LIGHT FIXTURE SCHEDULE $" TYPE "X" GYP. BD. PAINTED CUSTOM STOREFRONT FRAME SYSTEM IS GA. 5.5. BRAKE METAL W/ POLISHED MIRROR FINISH 1 a n I 4" 1 1 1 1 1 1 1 1 11 I l l 1! 1 1 1 1 V.I.F. 1" 51/4" i l�! 111111 i*. . it 1 T 7 1 - 0 POP - OUT OF IF 13' -7" A.P.F TOP OF S/F 12'-6" A.F.F 10' -0" A.F.F TOP OF DISPLAY STOREFRONT SECTION @ COVE LIGHT MMMMMM 1 1 I /2" TEMPERED GLASS STEEL "U" CHANNEL 11111 1M MI 1 IS GAUGE CUSTOM BREAK METAL FRAME IN W/ POLISHED MIRROR STAINLESS STEEL FINISH. 3 1/4" 1 1 BLOCKING AS REQUIRED STONE FINISH 0/ LATEX THINSET MORTAR OR MASTIC 0/ 8" FIRE SHIELD DENS- SHIELD TILE BACKER 0/20 GA. METAL STUD FRAMING 1/2" TEMPERED GLASS HEAD AT WINDOW WINDOW PROFILE 7 s 5 SCALE 314" =1'-0" SCALE 314" =1'-0" 12' -0" A.F.F GLG @ SALES TYP. TYP. - TENANT SIDE TYP. TYP. Go .f 10 41 0® 3' - 1 r 1 1 1 4' -6" 1 1 A MEM / - Men ■I MIN Q.5 1 1 1 1 1 1 1 MMMMEMM f - o t ilk 7 SIM. O OI LEASE LINE O MALL SIDE 4 13' - A.F.F STORE FRONT 12' -6" A -F -F 10' -0" A.F.F OP OF DISPLA 1' -3" 0' -0" 1 1 1 1 TOP OF T/0 5F POP -OUT T TOP OF PLATFORIS MALL F INISH FLOG 13' -7 A.F.F TOP OF 5/F 12' --6" A.F.F T/0 OF 5F POP -OUT PLUORSGENT LIGHT A/ WHITE REFLECTOR 10' -0" A.F.F TOP OF DISPLAY STOREFRONT SECTION @ COVE LIGHT STOREFRONT SECTION - LEVEL 1 @ ENTRY z 4 SEE PLAN 1 J� SCALE: 3" =1' -0' SCALE: 314° =1'-0' 4 " q n TENANT SIDE (ACCESSORY AREA) TYP. TYP. STONE FINISH ON 5 4" FIRE 5 -5 SHIELDDENS- SHIELD TILE SACKER 0/ LATEX THINSET MORTAR OR MASTIC 0116 GA. METAL STUD FRAMING 5" 0 411) O 1 q5 L/ IS GA 3 -5 /8" MTL STUD BRACING @ 12" 0.C. 4" PIAM. ANCHOR 130LT W/ 2" EMBEDMENT @ 24" O.G. TYP. 4' -6" 1/ 00 1 1 1 1 I 1 1 1 4 MALL SIDE °LEASE LINE I' -O" 5- i o® 3 1/4" PLATFORM DETAIL MALL FLOOR A.F.F TOP OF STORE FRONT 12' -6" A.F.F T/O 5F POP -OUT 10' -0" A.F.F T OP OF D15PLA I' -4" TOP OF PLATFORMS 0' -O" MALL F INISH FLOG) - 1/2" TEMPERED GLASS CUSTOM STOREFRONT FRAME SYSTEM 18 GA. 5.5. BRAKE METAL YV/ POLISHED MIRROR FINISH 0/ BLOCKING AS REQUIRED STONE FINISH ON %" FIRE SHIELDPENS- SHIELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0 /15 GA. METAL STUD FRAMING FLUORESENT LIGHT FIXTURE W/ WHITE REFLECTOR DIFFUSER BOX. REMOVABLE 4" THICK PRISMATIC, ACRYLIC DIFFUSER. STONE FINISH ON %" FIRE SHIELD DENS- SHIELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0/18 GA. METAL STUD FRAMING SEE A0.1.1 FOR KEY NOTES Et A0.1.4 FINISH MATERIAL 5GHEDULES STOREFRONT SECTION - LEVEL 1 @ DISPLAY 3 FOREVER 21, INC. Seal: SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE_ NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. F[7REVE SOUTH CENTER 836 SOUTHCENTER MALL TUKWI LA, WA 98188 -2888 Consultants Sheet No. 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 Consultants Sheet Title DRAWN BY: Phone. 213.747.2121 Fax. 213.741.5111 REGISTERE ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION l /25 /0 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE— SUBMITTAL FINAL LL SUBMITTAL. 11/08/07 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, 01/0c1/05 F21 .$ LANDLORD COMMENTS Joh No. 2K-617 CHECKED BY: M. LEE RE OEIV D CITY 01- TU .AALA nos anted B o nt STOREFRONT SECTIONS DATE: SEPT., 2007 ELI. N A3.2.0 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Q , q a v ' Q Q o / %c �, a i 4 „,- / v ; / / i v, , 1 a Q / XX][ F UTH ENTER SOUTH 836 SOUTHCENTER MALL TU KWI LA WA 98188-2888 i A ' R A ' RRA ' A ' RA1A ! A ' A ' , TT i £% WA t A t A% %A t A t A t jV �ti r T 1 r 7 .7 Two / / / /, , / ii; / j % i l / / , £%V'�'A'A%'*'A'A'*VMVIA'W II 1, - // ; ",///,'///„"." , ' / /'/ ; ;' // ///, /, ;. / i; ' � �' /' //,//////,' / / / \ a -i a 86 D3 1...• 1 a y - 1 . —' / \ _ 1 0.4 86 03 1 ` ,- /%/ ,E //"/ / /, / // / i / i;i • / , •; /; / �� / � / / i i ,� u � ;',' / / / / /, w , _ i / ) ,\ ` , ., / / / / / / 1 A.F.F. Consultants q.. 1' -q° V.I.F POP -OUT WALL BEYOND .• ' 15'-0" A.F.F q .. m II-I" V.I.F / a ; ....,- - .s.m.,� _ ... . 13.0 A.F.F / Ill / I' -q" V.I.F TOP OF MALL- GEILIN 1 15 A.F.F. 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 HIGHT OF FINISH 13' -O" A.F.F 111-11 1 TOP OF STORE FRONT 14' -0" A.F.F 13/0 SOFFIT 13'-0" A.F.F III% � TOP DF STORE FRONT 14'_0" A.F.F .�,' 1 • -- --- = - - -__. 1 1 ;1 1 ( 1 l i -e.- - -' + I a - a B/O SOFFIT 13' -D" A.F.F A4. TYP. T - f a I V.I.F. - II i I 1 1 I . I l i 1 \. I m l I . 7 I I' s V.I.F. A4,4.1 Seal: 6216 REGISTEREARGHIT D � �,� DENNIS MICHAEL HEATH STATE OF WASHINGTON lit t , [11 f T/D 5F POP'DUT t q3 a 12 A.F.F I p a ■ T/O 5F POP -OUT G5 a ® 6 TYP. 0 q5 o a m T/O 5F POP -DUT 10' -0" A.F.F OQ � , o I _ 12' 6" A.F.F �I . /} GLO ® SALES GLG SALES e a, 90 's ,III _ I 1 .r� � q0 3 2 0 — �� O m I 3.2.0 10' -0" A.F.F TOP OF DISPLAY a Consultants I W / / 4' -C6" °W° -- - Tr 111 ,� - .d.. °....W.. _ -' _1 ,.... 6 I/2 "4 / TOP OF DISPLAY q1 / /2 3' 5 -7" I" / - NO. DATE REVISION 1/2S/07 LL PRELIMINARY SUBMITTAL IO /10 /O 1 PRELIMINARY RE- SUBMITTAL TENANT SIDE MALL SIDE TENANT SIDE TENANT SIDE VOID - + MALL SIDE CD MALL SIDE I FINAL LL SUBMITTAL. II /O8/O7 ISSUED FOR PLAN CHECK T T 6" j ',' 3" a TYP. �'� TYP. c . 0 ^ (; m © FLAN CHECK RESPONSE, Q O I /OG /OSF2I * LANDLORD COMMENTS , , f I 82 A3.0.1 0 LEASE LINE ® - 7: A3.0.1 RECEIVED (�9TY r; MK' nT!I u: -.. , U:.: € 1 .d p thivii I L,LN I ER Sheet Title STOREFRONT SECTIONS 1 1 . -- ._...._._._..._.._..�.° i 1 TOP OF PLATFORMS �� ` ' TOP OF PLATFORM $ / a i ii o- ., 1b r \ / r. T FINISHED 2nd. FLIT. e MALL FINISH FLOOR I -6 / 4' -6" � - ,• . _ I' ; MALL FINISH FLOORS 80 I O q3 a / q 0 4' -6„ o� \ \ ., \ /—\ /—\ /—\ ` �_ � ,, 4 + ■�� �� Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY ELI. N CHECKED BY: M. LEE Sheet No. ( �0 ■ 1 ■ i SEE AO.I.I 1` OR KEY NOTES 4 A0.1.4 FINISH MATERIAL SCHEDULES SCALE -_T STORE FRONT SECTION - LEVEL 2 @ WALL SCALE 314" =1'-17 STOREFRONT SECTION - LEVEL 2 @ DISPLAY 2 SCALE: 3/4 " =T-0' STORE FRONT SECTION - LEVEL 2 @ ENTRY 1 SCALE 2/4•=1 CUSTOM STOREFRONT FRAME SYSTEM IS GA. 5.5. BRAKE METAL 1N/ POLISHED MIRROR FINISH 0/ BLOCKING AS REQUIRED I/2" TEMPERED GLASS 5/8" GYP. BD. D/ METAL STUD FRAMING, SEE INT. ELEV. FOR FINISHES -05 -5) SEE INT. ELEV. FOR MOULDING / FIXTURE MALL SIDE 1TENANT SPACE STOREFRONT PIER DETAIL @ LEVEL 1 SOUTH ELEV. CUSTOM STOREFRONT FRAME SYSTEM IS A. 5.5. BRAKE METAL IN/ POLISHED MIRRQR FINISH 0/ BLOCKING AS REQUIRED 1/2" TEMPERED GLASS MALL SIDE TENANT SPACE I SCALE 364' =1'-0' STOREFRONT PIER DETAIL (aj LEVEL 1 SOUTH ELEV. LATFOFRM TENANT SPACE MALL SIDE 5 -6 rV SCALE 314' =1'-0' NEUTRAL PIER DETAIL @LEVEL ENTRY 2 - RIGHT 5 4 3 ■ A TENANT SIDE r If (E) MALL DIFFUSER n MALL SIDE 1T -0" A.F.F. MALL CEILING T.O. O. DIFFUSER B. O' - O" FINISHE D 2nd. FLR. SEE AO.1.1 FOR KEY NOTES AO.1.4 FINISH MATERIAL SCHEDULES SCALE 314' =1'-0' STORE FRONT SECTION - LEVEL 2 @ ELEVATOR WELL z TENANT SIDE MALL SIDE IT -O" A.F.F. T.D. MALI, CEILING 151 A.F.F. .T.OF O.FINISH T.O.N A. OI T.O.WINDOW O' - O" FINISHE D 2nd. FLR. SEE AO.I.I FOR KEY NOTES AO.1.4 FINISH MATERIAL SCHEDULES SCALE 314' = 1'-0' STORE FRONT SECTION -LEVEL 2 @ ELEVATOR WELL 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVED. SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants Phone. 213.747.2121 Fax. 213.741.5111 F Q F E V F 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 Consultants REGISTERED ARCHITE DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/2E3/01 LL PRELIMINARY SUBMITTAL IO /IO /07 F . LIMINARY RE SUBMITTAL FINAL LL SUBMITTAL. I /O8 /0 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, A 0I /Oq /08 F2I 4 LANDLORD COMMENTS RECEIVED PLI NIIi L; i IER Sheet Title STOREFRONT SECTION & DETAILS Job No. 2K -617 DATE: SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No. SEPT., 2007 ( 0 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213/41.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND q3 1•Wedi. 01A 1.■ AREA OR ITEM OF CONSTRUCTION PRIOR TO , .. - FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213/41.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREII■ INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ FaFtEVE SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 REGISTERED lc 1 ARCHITE .s DENNIS MICHAEL HEA , STATE OF WASHINGTON Consultants NO. DATE REVISION 1/28/011 LL PRELIMINARY SUBMITTAL 10/10/07 PRELIMINARY RE- SUI5MITTAI FINAL LL SUBMITTAL. II/05/01 ISSUED FOR PLAN GHEGK PLAN CHECK RESPONSE, A\ 0I /0q /08 F21 4 LANDLORD COMMENT RECEIVED CITY 0: TuK. . , , ! -1 ., k„ ., I ( (. ... J PLKM9 1 OLN I ER Sheet Title STOREFRONT SECTION & DETAILS Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: ELI. N SCALES" =1'.0' T.O. STOREFRONT 0 )/2"x )/2"x Y2" SLACK ALUMINUM REVEAL STONE FINISH ON %" FIRE SHIELDDENS- SHIELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0/20 A. METAL STUD FRAMING STONE FINISH ON %s" FIRE SHIELDDENS- SHIELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0/20 A. METAL STUD FRAMING FLUORESCENT LIGHT FIXTURE SEE POWER PLAN & LIGHTING SCHEDULE TYP. LIGHT COVE - SECTION i LEASE LINE \ 1 MALL FLOORING BLOCKING AS REQUIRED t 3 1/4" AP' f I 5X3 TUBE STEEL GRILLE SUPPORT PLATFOR BELOW I' -6" STONE FINISH ON 5 4" FIRE SHIELDDEN5- 51-1IELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0/20 GA. METAL SW FRAMING 1/2" TEMPERED GLASS STONE FINSH ON PLATFORM BELOW GUSTOM STOREFRONT FRAMESYSTEM IS GA. 55. BRAKE METAL W/ POLISHED MIRROR FINISH 0/ BLOCKING AS REQUIRED SCALE: 1 112" =1' -0" TYP. STOREFRONT ENTRY PIER DETAIL SCALE 914' = 1'-0' NEUTRAL PIER DETAIL @ LEVEL 2 ENTRY 3 - LEFT 9 8 MALL SIDE 5/8" GYP. BP. 0/ METAL STUD FRAMING SEE INT. ELEV. FOR FINISHES [TENANT SPACE 7 TENANT SPACE MALL SIDE SCALE 914 =1'-0 STOREFRONT PIER DETAIL @ LEVEL 2 SOUTH ELEV. SCALE 3' =1'-0' NEUTRAL PIER DETAIL © LEVEL 2 ENTRY 3 - RIGHT 5/8" GYP. BD. 0/ METAL STUD FRAMING SEE INT. ELEV. FOR FIN15HES IPLATFORM1 S-5 (5 -6) qO MALL SIDE TENANT SPACE I SCALE 914" =1'.O STOREFRONT PIER DETAIL @ LEVEL 2 SOUTH ELEV. 5 5 86 TYP. 5 -6 MALL SIDE VOID 4 0 - w /± I VOIDS TYP: 5 -6 5 -6 STONE 0/ GYP. BOARD 0 (MALL SIDE TENANT SPACE 1 PLATFORM' SCALE 314 1 NEUTRAL PIER DETAIL @ LEVEL 1 ENTRY 1 - RIGHT (TENANT SPACE MALL SIDE VOID 0 5 -6 SGA1E 914" = 1'.O NEUTRAL PIER DETAIL @LEVEL 1 ENTRY 1 - RIGHT / 5/8" GYP. BD. 0/ METAL STUD FRAMING SEE INT. 7 ELEV. FOR FINISHES MALL SIDE TENANT SPACE PLATFORM 1 A SCALE 914' =1'0 NEUTRAL PIER DETAIL @ LEVEL 1 ENTRY 2 - LEFT 3 2 1 CHECKED BY: Sheet No. M. LEE ' A3.2.3 ' 5 • 1 L . ) ) ) ? NO GROUT; BUTT STONE ) , AS TIGHT AS POSSIBLE ) , TO MINIMIZE ) ,( APPEARANCE OF JOINT ) 11 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 TENANT 51 DE MALL SIDE 1 1 1 1 I I } } S -5 + + + + STONE FINISH ON 5 /8" FIRE 1 + + SHIELD DENS- SHIELD TILE 1 • + + ` BACKER 0/ LATEX THINSET ` } } + 1 } MORTAR OR MASTIC, + . + + O/20 .SA. METAL STUD + FRAMING " " THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFlCATIONWHERE APPLICABLE. ) 111111111111 1 1 1 11111 11 l I 1 l 1111 l l I I 1 111 I I I 1 I j ) ) 1 ) ) / I \ 1 /2 X 1 /2 STAINLESS STEEL NON - PAINTED REVEAL STONE FINISH ON %" FIRE SHIELD DENS- SHIELD TILE BACKER 0/ LATEX THINSET MORTAR OR MASTIC 0/20 GA. METAL STUD FRAMING I /2" X I /2" METAL ) ) ) ) ) ) ) / NOTES: THE DESIGNS SHOWN AND DESCRIBED INCLUDING ALL TECHNICAL DRAWINGS, HEREIN GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND CONTRACTORS, GOVERNMENTAGENC CONSULTANTS, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. ANGLE REVEAL TO SEPARATE WS WALL AND TENANT WALL SCALE: 3 " -,'-0" STONE FINISH a ELEVATOR WELL 5 ) SCALE:1" =11-0' BUTT JOINT DETAIL 3 --______J . ) ) ? BUTT GLASS PANELS ) M IN. GAUCKING ) ) ) III.IIIIIIII-Alll WALL FRAMING XXI F O R E V E R . SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 (E) MALL FINISH 1 /2" X 1 /2" METAL ANGLE R AL EVE TO SEPARATE AL WALL AND TENANT WALL ) ) ) ) ) F \ Consultants TENANT SIDE 11111111111111.6 .. MALL SIDE ) ' GRIND AND ) =�� :? POLIS�I EDGES, r ) ' x TYP. ) � f- ) r ) :., . ) ) 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.565.8663 FAX 510.865.1611 :11 :.:.. S -� STONE FINISH ON /" FIRE SHIELD DENS -- SHIELD TILE BACKER O/ LATEX THINSET MORTAR OR MASTIC 0/20 GA. METAL STUD FRAMING SCALE: 3 "= 1 STONE FINISH @ ELEVATOR WELL 4 ' SGALE:1�� =1�_� GLASS BUTT JOINT 2 t B Seal: 6216 REGISTERED ARCHITE . DENNIS MICHAEL HEATH STATE OF WASHINGTON (,; A V , / Consultants -6 A NO. DATE REVISION a/25/O1 LL PRELIMINARY SUBMITTAL II I I I I I I II I I 111 1 111111 11 111111111111111111111 \ I 10/1 0/07 PRELIMINARY RE- SUBMITTAL OVERLAP.- s = 41. FINAL LL SUBMITTAL. II/OS/o7 ISSUED FOR PLAN CHECK A PLAN CHECK RESPONSE, A O I /o /OS F 21 4 LANDLORD COMMENTS. 1-)5/ `r}1 ncri , . , 1 ' 1 / ' / 5 J A L J ,.. pL.hiv,1 I L,1, i E' Sheet Title STOREFRONT TYPICAL DETAILS -6 B 5 11 -5 I 11111111111111 1 1 11 11111 11 Job No. 2K-617 .. . DATE: SEPT., 2007 OVERLAP: B SCALE: DRAWN BY: ELI. N ELEVATION CHECKED BY: M. LEE Sheet No. A3.3.O SCALE: 3" =11 STOREFRONT COLUMN CORNER 1 1 2 � (E) MTL. TOP TRACK / \f- .. .'. .. - - ✓ ."v" \/ - -- .. .�-- -�, -- .,- -- f 5 3/4" ,lr ` ` ■ FOREVER 21 INC 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax, 213.741.5111 MAX H1 =IGFIT SIZE GA SHEATHING (Y/ WK+ BRACING HEIGHT RAIN SPAN E321DGING ■ THE STUD SIZ PAiZ4METERS LISTED ABOVE ARE FOR FREESTANDING AND � DEMISING WALL CONDITIONS. ;; SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT ON EACH SIVE OF THE FizAMING. ASSUMPTIONS: DEFLECTION: 0240; STUDS SECURED RUGIURE; STUDS A55l TO ST SPACED AT 16" CG STUD BRACING (3 3/139 WILL BE BACK TO BACK WHEN ) GrATi R THAN lo'-o" _ .. (2)0.140 POWER FASTNER 1 \ DRIVEN xI I/4" EMBED IGBO #163q / / ` 11 3 5/6" 20 YES 13' -0' 4'-O" ®4' -O" 26 6" 20 TES 13' -O' 4'-0' ® 4' -0' ' - `9 u � � - - ' - — — _. 15/S" ,1.86A. METAL STUDS 16" O.C. IN/ /E " DRYWALL BOTH SIDES (I.G.B.O. #4947) - #8 SCREW 2 1/2 ", 20GA. DOUBLE STUDS TIP. - 5/8" TYPE 'X' GYP. P. / EX15T'G SLAB , Iq 3 5 /S" I6 YES 13'-O" 4' -O" ® 4 �" A4.O.1 A4.0.1 (E) MTL. TOP TRACK 28 6' 18 YE5 13'-O• 4' -0' ® 4'-0' 20 3 5/8" 16 YES 13'-0' 4' -0' ® 4' -0' - "" 1 UNDERSIDE OF EXISTING STRUCTURE \ PROVIDE SEALANT. TENANT SIDE IRE /SMOKE STOPPING BY L.L. \ ,� - — ' I n � \ UNDERSIDE OF EXISTING STRUCTURE PROVIDE SEALANT. TENANT \ SIDE IRE /SMOKE STOPPING BY L.L. 30 6' 16 YES IS'-O• 4'-0• @ 4' -0' 22 5 5 /e" 14 YES 13b' 4'-0' ® 4'-O' THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. 33 6" 14 YE5 13'-0" 4'-O" ®4'-O" / ` W -- \ / � / l � / � / \ / / 1 \ �� i \ \\ CONT.20 GA- UNPUNCHED METAL TRACK ( "FLANGE) TYP. 20 A. METAL TRACK RAM SET EXT., PERIMETER SILL AND INT PLATE ANCHOR (1.G.B.D. #1141) A4.0.1 / / R 3 5/8" 186A. METAL STUDS @48" O.G. STAGGERED / #S SCREW \\ ` \ .. 3 5/8" ISGA. METAL STUDS @48" O.G. STAGGERED NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND CONTRACTORS, GOVERNMENT AGENCS, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE, COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 11 11 11 SEE RCP FOR SEE RGP FOR 1 —J� _, -- GLNG HEIGHT S I I FINISH CEILING WHERE OCCURS (E) MTL. STUD FRAMING BY L.L. 5/S" TYPE 'X' GYP. BD. BY OTHER GORRIDER (N.I.C) - 5/S" TYPE 'X' GYP. BD. TENANT SIDE (BY G.G.) GLNG HEIGHT S I FINISH CEILING WHERE OCCURS (E) MTL. STUD FRAMING BY L.L. 5/8" TYPE 'X' GYP. BD. BY OTHER TENANT (N.I_G) - 5/8" TYPE 'X' S. BD. TENANT SIDE (BY G.G.) IF NOT EXISTING t D \ FOR ADDITIONAL ASSEMBLY INFORMATION, SEE 3 1 F SEE RCP FOR SEE RCP FOR 4 — _,(N___ \ CEILING 3 @16" BOTH LARR y LINE 5/8" METAL O.G. W/ 5IDE5 # 25132 5/8" TYPE � 2 GLNG HEIGHT STUDS 5/8 DRYWALL (I.C.B.O. 4 'X' GYP. BD. SLAB GLNG HEIGHT CEILING LINE A4.0.2 \ SCALE: 314" =1'-0" WALL TYPE /� PROVIDE BACKING FOR FIXTURE ATTACHMENT AS REQUIRED. 20 GA. METAL TRACK RAM SET EXT., PERIMETER SI (1.G. LL B.O. AND #1141) INT PLATE ANCHOR _ �/ - 3 5 /5" METAL @16" O.G. W/ BOTH SIDES y 5/0" TYPE 1 STUDS 5/8" DRYWALL (I.G.B.O. #4947) 'X' GYP. BD. SLAB XX/ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 I1 1 -1/2" ISGA. CONT. GLASS BOTTOM CHANNEL. CONT. 3- I/2 "x2" WOOD � PAINTED W/PT -I; HIGH GLASS FINISH ,, 4 0 2 EQ GONT.18 GA. UNPUNGHED METAL TRACK ( "FLANGE) TYP• 11/2" ,I &GA_ METAL STUDS 0 @ I6" O.G. W/ 5/8" DRYWALL SIDES (I.G.B.D. #4847) < J wu ILI ill LD ry O w Ill ' V A.r A , GONT. 7"x1/2" OOP PAINTED IN/FT-I AT FACE ONLY 1 1 1 18GA. METAL TRACK RAM SET ]~XT. PERIMETER / SILL AND INT PLATE ANCHOR / (I.G.B.O. #1141) I EXIST G SLAB o'-o" F.F. Consultants A4.O.2/ f� A4.O.2 (E) MTL BOTTOM TRACK BY L.L. (E) FLOOR SLAB � / (E) MTL BOUGH TRACK BY L.L. (E) FLOOR SLAB O.14 POWER FASTNER DRIVEN xl I/4" EMBED. @16' O.G. I GBO #1638 1 f \ ) , A 2 \ o �� EXIST'G 0.144 EMBED�@16 O.G DRIVEN " IGBO #1639 ( f A4.0.2 )= X15T'6 1 , ` � / IY _ MALL CORRIDOR TENANT ADJACENT TENANT , ' TENANT 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 FAX 5 $8 5 �l 1 � � � \ \ 0.140 POWER FASTNER DRIVEN x1 1/4" EMBED. @16" O.G. IGBO #16361 D ` / SCALE: 314• =r-o' WALL TYPE : A 9 SCALE: 3/4• =1'-0• WALL TYPE • B l SCALE: 314° _ 1'-0' D WALL TYPE . 4 r SCALE: 314" -1'-0" ( DESIGN #U465 ) ALL TYPE r v- - _ ._ � _ L 2 S eal: 62� , 6 REGISTERED ARCHIT 40, DENNIS MICHAEL HEATH STATE OF WASHINGTON , ` ) ) ) \ / ) P EE RGP, MIN. POWER 4 SIGNAL LAN, AND LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE TYPE (WHERE OCCURS) / ) 1 PAINT HIGH REFLECTIVE WHITE \ ) , ) GYP. BOARD WHERE OCCURS ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ( [ I = / \ - - - ) ) 1 ■ 1 . r T 1i D�� 7 I I w Il n i 1 � SEE RCP FOR SEE RCP FOR SEE RGP FOR SEE RCP FOR / 14" / GLNG HEIGHT m - " ,-.-� C� � �._� .. ��.. J 2M '. J : o "} ` . �~ � �: eY . _ % = °_ - " PT-1 3 /4" THK. WOOD SHELF; SUPPLIED BY OWNER AND INSTALLED SY G.G. G.G. TO PRIORPROVIDE PROP BLOGKNIG GLNG HEIGHT GLNG HEIGHT ,� GLNG HEIGHT ( Consultants SEE INTERIOR ELEVATION FOR FINISH SEE INTERIOR ELEVATAIONS FOR EXAAT WALL FINISHES SEE INTERIOR ELEVATION FOR FINISH ( \ r 7 Ill > w ^� 5/8 "THK. GYP. BD. PAINT W/PT - \ 5/8 "THK. GYP. BD. OVER 3 -5/8" 20GA. METAL STUDS (4 O.G. TYP. CONT. HORZ. BLOCKING / IN/ MIN. NUTCH II" / / 6 1/8" 4 5/8 "THK. GYP. SD. OVER 3 -5/8" 206A- METAL STUDS @l6" O.C. OR EXISTING DRY WALL AT DEMISING WALL /8" SEE ELEV 5/8 "THK. GYP. BD. - OVER 3 -5/8" 20GA_ METAL STUDS (4i16" O.G. OR ` EXISTING DRY WALL AT DEMISING WALL ( / 5/16"X5/5" SEE ELEV ( ni tu - m z ® < f O 7 w I � I 1 / / / 100 NO. DATE REVISION -1 i L�• U R z\ O r 7 9 "� w N - \ P V,..0 \ TYP. INTERIOR SIGNAGE; ALUMINUM LETTER WHITE PAINTED SUPPLIED AND INSTALLED BY SIGN CONTRACTOR SEE INTERIOR ELEVATIONS FOR EXACT HEIGHT AND s = LOCATIONS z w 0 0 � v, 9/28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL 2 3 /5" BY 6.G. f SEE ELEV i , TOP OF WALL SEE ELEV I { 1 { L . TOP OF WALL ( SEE INTERIOR ELEVATION \ FOR FINISH ( SEE ELEV 1 •/ FINAL LL SUBMITTAL. II /OS /0 ISSUED FoR PLAN GHEGK , PLAN CHECK. RESPONSE, n of /Oq /O8 F21 8 LANDLORD COMMENTS 0 o < > tu w K 5 - 1' TOP OF FIXTURE TOP OF FIXTUR); 3 -5/8" 20GA METAL 5TUD5 @16 D.G. WALL MOUNTED FIXTURE PANEL PROVIDED BY O WNER . INSTALLED BY 6.C.; SEE FIXTURE PLAN AND SCHEDULE 5/S" TYPE 'X' GYP. S. 3 5TUD5 20 GA SECURED TO EXISTING WALL ASSEMBLY THROUGH { SHEETRDGK INTO FRAMING W/ # 6X2 DRYW SREWS PLACE AT INTERVAL OF 24" IN EACH 5TUD5. ALL EL 4:HT. BASE; SEE INTERIOR ELEVATION FOR FINISH I I TOP OF FIXTURE ( STUDS 20 GA PLACED NO GREATER ( l THAN 24" o.G. VERTICALLY. SECURED TO EXISTING WALL ASSEMBLY THROUGH SHEETROGK INTO FRAMING W/ #6X2" DRYWALL SCREWS PLACE AT INTERVAL OF 24" IN EACH STUDS. METAL TRACK TOP/BOTTOM SECURED TO WALL STUDS - (I) #6X2" DRYWALL SCREW PER WALL STUD. WALL MOUNTED FIXTURE PROVIDED BY OWNER INSTALLED BY G.o.; SEE ( FIXTURE PLAN AND SCHEDULE GYP. BOARD .V1HER OCCURS L ( ( \ / 4 "HT. SASE ( SEE ELEV ( BOTTOM OF FIXTU O' -O" F.F. ( X, Ir III III 3 -5/8" 20GA. METAL STUDS @16 O.G. I>`t ATTACHED TO EXISTING OE III NEW METAL STUDS AT THE IIII BACK WALL III 3 /4 " VERTICAL WOOD BLOCKING Mil W/ NOTCH BEHINED EACH S TANDARD TYP. BY G I I GYP- BOARD WHERE OCCURS IT I III III 3 /4" HORIZ. WOOD BLOCKING BY G.G. TYP. - II I IIII IIII WALL FIXTURE II SUPPLIED BY OWNER III' INSTALLED BY G.G. II I III 11 3 RECEIVED 0:-- CITY TU 'Ai,LA I ` .1 I, L .. PHi1/91 I otl 1 1j Sheet Title ��/ PICAL TYPICAL WALL DETAILS 1 ) 1 f 10 I/2" L o. � I- I /4 "DIA. METAL RETURN BAR W/ CHROME FINISH; G.G. TO PROVIDE PROPER BLOCKING PRIOR TO I NSTAL ` � ( LOCATION SD BY OWNER REP l ON JOB SITE a "WOOD BASE O' -O" A.F.F. �I 2' -2 1/8" i r I _ BAGKWRAP; SUPPLIED BY OWNER INSTALLED BY G.G. 11 z o iii 011 IIII II I IIII � 4 k \ A4.D.3 4 "HT. BASE SEE ELEV Job No. 2K-617 DATE: 007 SEPT., ' BOTTOM OF FIXTU o' -o" F.F. _ SEE BOTTOM OF FIXTU 0 Ff. SCALE: DRAWN BY ELI. N LW S ( C e ( ( 11 ' 7 ) . ) �� 2 +...s NI-2--- FIN15H D FLOOR CHECKED BY M. LEE Sheet No. A4.O.O ) A4.O.2 A4 -02 SCALE: 314• -1�-0• WALL TYPE E 10 l ) Sc : 314• = WALL TYPE 8 sc�►Le:� = 2 WAL TYPE : SCALE; 314• _ ,�-� WALL SEC@ B ACK WRAP 3 SCALE: 314 1�-0• WALL SEC @ RETURN BAR 1 / (E) STRUCTURAL DECK / ROOF UPPER LEVEL FLOOR FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 v EXISTING STEEL JOISTS \ / ( \ / / i / THE CONTRACTOR IS RESPONSIBLE FOR REVIEW NSTRUCTION OF ALL POONS OF G, BUT NOT LIMITED TO DO UMENTS (INC UDIN DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE } f 1. } ( = _ — 1 1 ) / ` / I /4 "xl 1/2" DRIVE PIN @2' -8" D.G. RAMSET LARR #22665 J I I- 3 -5/8" X 20 GAUGE TRACK. 3 -5/5" X 20 GAUGE STEEL FRAMING @l6" D.G. MAX (E) STEEL BAR JOISTS @ APPROX 8' - O" O.G. ( I ( I I 16 GA.x 11/4" RELIEF CHANNEL ) ) )/ 1 - I PROVIDE RUBBER ANGLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT l@ FOREVER 21 1999 ALL RIGHTS RESERVED. I I CLOSURES WHEN STUDS RUN PERPENDICULAR TO FLUTE I #10 SHEET MTL SCREWS @12" O.G. 4X4X1/4 XS" LONG W / 2 -0,14 DIAMETER I METAL 5TUD5 16" O.G. TYPI GAL. r XI I /4 "EMI5 IGBO# 165 1 2 - #5 SCREWS GYP BD TO UNDERSIDE OF MTL DECKING WHERE REG'D. I I NOTE: ANY DAMAGED F IREPROOF ING MUST BE REPLACED BY TENANTS CONTRACTOR. METAL STUDS I 3 5/a" 20 GA METAL STUD BRACING f GYP. 5D. TO UNERSIDE 1 OF MTL. DECKING WHERE I REQUIRED I XX][ F a R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWI LA, WA 98188 -2888 � SCALE: S' =1'-0" - TRUSS JOISTS 3 12 SCALE: 3" =1' -0" - BEAM JOISTS 2 9 SCALE: 3' =1'-0' - TYP. HEAD DETAIL 2 6 SCALE:7=1''L HEAD DETAIL PARALLEL FIRE RATED 3 / (E) STRUCTURAL DECK ROOF UPPER LEVEL. FLOOR i Consultants 2470 MARINER SQUARE LOOP A L A M E D A, C A 9 4 5 01 TEL 510.865.8663 FAX 1 . l 1 1 5 0 8 6 5 6 ✓ V , f EXISTING STEEL JOISTS / EXIST'G STRUCTURAL fi r-, 7 ri ■ MEMBER OR UNI -STRUT L_ I /4 "xl I/2" DRIVE PIN @2' -8" D.G. RAMSET LARR #22668 ''I— , I i / / 3 -5/S" X 20 GAUGE STUDS @ 48" O.G. BETWEEN JOISTS / ATTACHED TO TOP CORD / 3 -5/S" X 20 GAUGE 1 / r 16 GA. /xl2 "x4" STRAP @2' -5" O.G. SPAN MIN. OF 2 FLUTES PROVIDE RUBBER CLOSURES WHEN STUDS RUN PERPENDICULAR TO FLUTES IGBD #1631 16 GA.x la "x4" STRAP ( 45" O.C. 16 GA.x I I/4" RELIEF CHANNEL DEFLECTION HEAD METAL STUDS @ 16" O.G. TYPICAL. , a .( >> :r, <-- v; -- ` . s:w.y ,. , _ _v _ —___ __ 1 I I } 1 1 c — — Seal: 6216 1 REGISTERED ,. � j ARCHI _ � DENNIS MICHAEL HEATH STATE OF WASHINGTON A -- #10 SHEET MTL. 5GREW5 @12" O.G. I I I I 4X4X1/4 X6" LONG ANGLE W / 2 -0.14 DIAMETER XI 1 /4 "EMB IGE30# 1631 Consultants ' ! BRACING @ 48" O.6.O (E) STEEL BAR JOISTS @ APPROX 8 -O O.G. 2 -I S SCREWS 5 5/S" 20 METAL 16" O.G. METAL STUDS 1 GYP. BD. TO UNERSIDE OF MTL. GA STUDS @ DECKING WHERE REQUIRED I I � NO. DATE REVISION 1/25/07 LL PRELIMINARY SUBMITTAL SCALE_ 3" = 1' -0" TRUSS JOISTS -2 1 1 SCALE: � " - 1T-011 B EAM JOISTS -1 V SCALE: S "- 11-17 TYP. HEAD DETAIL - 1 5 SCALE: S' =1'O' HEAD DETAIL PERPENDICULAR 2 10/10/01 FR.ELIMINARY RE- 5UEMITTAL (E) STRUCTURAL DECK / U PPER LEVEL FLOOR UPPER LEVEL FLOOR f x FINAL LL SUIMITTAL. II /OS /O ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, , \ OI /Oq /OS F21 $ LANDLORD COMMENTS ' UPPE :' LEVEL F . ApoR I /4 "xl I/2" DRIVE PIN C�l� /7�7 SEAL ALL OPENINGS W/ 1 ,.,,• y' 1 1 ` " `"" " I '' . ,' PERLITE OR EQUAL WHEN @2' -8" O.G. 1030 RAMSET LARR#2266S F' E lVil 9 C;LN I ER STUDS RUN PERPENDICULAR I/4 I/2 DRIVE PIN D .G. I1 L L Sheet Title TYPICAL STUD DETAILS . ...... +...g ••••••• ••••••••c ':' *• ::• :• + +•••••:••••'•••••••• + / / / / 3 -5 /S" X 20 GAUGE / BRACING @ 48" O.G.O / (E) STEEL BAR JOISTS @ APPROX S' -D" D.G. xl @2 -8 RAMSET LARR #22668 1 6 GA.x I I/4" RELIEF _ — -1 ►711' 111111111111111111111 +� > ) METAL DECK 16 GA.x I I/4" RELIEF MINERAL WOOL SAFING I II 4 # .F DENSITY MATERIAL J TRACK I 1 I I CONT, 16 GA. STEEL PLATE TO SPAN ) FLUTES ) FIRESTOP SEALANT CHANNEL "x4" UNPUNCHED TRACK 16 GA.x I5 STRAP @ 48" O.G. ) (BOTH SIDES) 1 5/5" FIRE SHIELD CHANNEL DEFLECTION HEAD GYF.SD,AFFLI HORIZONTALY METAL STUDS @ 16" D.G. TYPICAL. Jab Na. 2K-617 DATE: SEPT., 2007 1 METAL STUDS @ 16" O.G. TYPICAL. I" FIRE SHIELD SHAFT LINER — I I METAL STUDS @ 16" O.G. TYPICAL. GYP BD TO UNDERSIDE OF MTL DECKING WHERE REQ D. SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE NOTE: ANY DAMAGED FIREPROOFING MUST SE REPLACED BY TENANTS CONTRACTOR. Sheet No. A4w0.1 SCALE:3• =" HEAD DET.PERPENDICULAR FIRE RATED 7 SCALE: " =1 HEAD DET.PERPENDICULAR a@ FIRE RATED 4 SCALE: = HEAD DETAIL PARALLEL 1 SCALE:1- 112 " -1' -0" TRUSS JOISTS -1 10 18 GA. METAL BLOCKING BY G.G. S/8 "THK. GYP. BD; SEE INTERIOR ELEVATIONS FOR FINISH c ( ( ( r . l ( ) FOREVER 21 INC. 2001 S. Alameda Street ) Los Angeles, CA 90058 Phone. 213.747.2121 ) Fax. 213.741.5111 ) i "X" r 5 /a" TYPE GYPSUM BOARD BOTH SIDES 6 "X16 GA, STEEL STUDS @l6" O . G . ) THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION 1 DOMECI, fED O )DETAI DIMENSIONSNTS (IN 0 L U , PLAN55EC NOT TIONSAND LIMr T SPECIFICATIONS) PERTAINING TO ANY SPECIFIC ) AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT K RA CTOR )S NOTI THE OF ARCHITECTS WORTHE O ) IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO ) COMMENCEMENT OF ANY WORK AND AWAIT THE ) ARCHITECTS CLARIFICATION WHERE APPLICABLE_ ) EXTERIOR WALL FINISH AS INDICATED ON PLAN 3 -5/S" 20GA. METAL STUDS ig24" O.G. m ( ( ( ( ( ( ( ( ( MTL. STUD FRAMING, T. I -I/2" 3" 16" GA. CHANNEL CLIP ANGLE 1,• ' x x (. �'. I , 1 7 WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE THERMAL INSULATION 6 ", 18 A. CONT. x x 1/4" LE55 THAN STUD WIDTH, T. ATTACH WITH (4) 5/8" #5 -12 SCREWS OR 3/4" WELDS IN (3) PLACES. 3/4" 16 GA. GOLD - ROLLED CHANNEL SPACED AT O.G. .G. HORIZONTALLY. NOTE: PROVIDE BRIDGING AT SALES WALL WHERE GYP. BD. OCCURS AT ONE SIDE ONLY. 4 UNPUNGHED TRACK FIRESTOP SEALANT ) ) NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN ) INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE ) PROPRIETARY AND CANNOT BE COPIED OR ) COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE ) AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, ) CONTRACTORS, GOVERNMENT AGENCIES, HER PERSONNEL ONLY IN ) VENDORS AND OTHER WITH THIS NOTICE. ) ) COPYRIGHT @ FOREVER 21 ) 1999 ALL RIGHTS RESERVED. � V 4 "HT. BASE CONTINUOUS 3 5/8" 20GA. METAL STUD _ ( BOTH SIDES) GONG. SLAB - - ( ( ( 8 'HT. RECESSED STANDARDS; METAL CHANNEL ( SUPPLIED BY OWNER BY G.C" INSTALLED BY GC, ( ( ( ( ( ( ( ( ( ( 11/4 IN/WASHER /WASHER UL LISTING NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY" REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THK., 4' WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1" LONG, TYPE 5 STEEL SCRENA SPACED 8" D.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD" JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. CONCRETE NAIL STAGGERED 12 "O.G. ) ) ) ) XX][ ) FOREVER ) SOUTH CENTER ; S36 S O U C $s- s8 FINISH SCALE: 1 /2° =1'-0° BRIDGING DETAIL 12 SCALE: 1 /2 ° =1' -0° SEC @RECESSED STANDARD WALL 9 HALF SCALE SEC @RECESSED STANDARD DETAIL 6 (, SCALE: 3" = l'-0" 1 —HR RATED WALL 3 G"G. TO PROVIDE CONTINUOUS METAL BLOCKING AS REQ'D A GL. 15/8" X 25 GA. METAL STUDS - - _ - __ __ � . -- � � - , - -_� � , -- - -_ __ Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 5 1 0.8 6 5.161 1 2 -ROWS IS" D.G. GYP. BD. EACH SIDE _ `J `- :; t 5/8" ,_ - CEILING LINE CAST COLUMN SUPPLIED 5Y OWNER INSTALLED BY G.G. PAINT PT -I w V )- w f - \ CEILING LINE CAST COLUMN SUPPLIED 5Y OWNER INSTALLED BY PAINT FT -I f 5/5" ADDITINAL GYP. 1517. EACH - STUD FRAMING a w a a > 5/8 "THK" GYP" BD" PAINT W/ PT -I I -I/2" 18GA. CONT. GLASS BOTTOM CHANNEL l ( ( EO l / / 1Q I -I/2" ISGA, CONT. GLASS TOP CHANNEL I/2 "THK" TEMPERED CLEAR GLASS CONT. 2 3/4"x1" WOOD PAINTED W/PT -I; HIGH GLASS FINISH SIDE WHERE INDICATED AT 6" \ DRYWALL SCREW D. C. 3/8" GYP. BD. X 12" HI CRO5S BRACE BY L.L. 3/8" TYPE 'X' GYP. BD" _ ` ` AT 45' O "G. MAX" R -I I" NOISE BARRIER BATT `- Seal: 6216 REGISTERED ` F ARCHI t y� . DENNIS MICHAEL HEATH STATE OF WASHINGTON r `' � ' 4 INSULATION W HERE INDICATED BY OTHER TENANT NO 2- 3- 4- O " C l� E TYPE "X" GYP" D. AT BOTH SIDES FOR ONE AND INSTALL IN ACCORDANCE TO I.G.B.O. N.R.B. 211 CAULK PERIMETER EACH SIDE OF WALL WHEN CHASE WALL EXCEEDS 24" IN WIDTH, USE 2 1/2" " 5/8" GYP. BD. A5 INDICATED WITH SOUND INSULATION 5/S" GYP, BD" AS INDICATED WITHOUT SOUND INSULATION TWO HOUR RATED WALLS STUDS GROSS BRACING AT 48" 2 LAYERS S /8" GYP. B. EA. 5117E WITH SOUND INSULATION 2 LAYERS 5/8 GYP" BD" EA" D SIDE WITHOUT SOUND INSULATION �':_. 2O" 4 "WOOD BASE f f 10 (E) MTL BOTTOM TRACK (E) FLOOR 4 "HT. SASE FINISHED FLOOR r r / • " :; : • _ • , " °: • ; • ' " ryY ` "• ` A4.0.2 PAINT PT -I 4 "HT. BASE FINISHED FLOOR 1 SLAB _ - - - - - - -- " s. y w ,' Consultants • 4 i. , rye u � y �1 r' y ? �__ .•. ry / Iii.. , . 1'I S�TION ����l�VT ON :..... 1T 3 CONT. 2 1/4 "x1 /2" WOOD PAINTED W/PT -1; AT FACE ONLY NO DATE REVISION q /28 /O LL PRELIMINARY SUBMITTAL i / / ' 10 /IO /O1 PRELIMINARY RE- SUBMITTAL SCALE: 3 " =11 - 0° SEC @LOW WALL DETAIL 11 SCALE: 1 - 1/2 ° =1' - 0" TYP. INTERIOR COLUMN 8 SCALE: 7=T - O' PLUMBING CHASE WALL 5 SCALE: 3° =1' - 0° TYP.BASE DETAIL 2 FINAL 1_1_ 11/os/01 SSED FOR PLAN N CHECK FLAN Gi -I)w ;K RESPONSE, A 01/0 F2I $ LANDLORD COMMENTS 20 "0 CE MENT COLUMN COVERS BY FORMGLA55 PROVIDED BY FASHION 21, ING-, INSTALLED BY G.G. \ / \ / PROVIDE DIAGONAL 3 5 /5" MTL. STUDS 20 GA. AT 24" O.G. NOTE: COLUMN COVER TO MATCH PT- FINISH. COLOR PREFERED BUT IF COLUMN COVER DOES NOT MATCH PT -I FINISH, G.G. PAINT TO MATCH. O. Fig �. z V L) CITY 0, %`Anu n FASTNER / TG �MF�iv�� i r '- �±� ■ • POWDER DRIVEN @32" O.G. BY HILTI _. _. �. _. �a \ /' BRACE TO STRUCTURE \ I / ABOVE AS REQUIRED \ / • • • • - - ` i - _ - - : _ UL # U465 (GYP. ASSOC #1 IGSO #I 115P) STUD HEIGHT EXCEEDING 25' TO MAX. OF 32' SHALL BE 6" METAL STUDS 20 A. 16" 0.C., SUPPORTS BY G.G. ' \ ?- V, PLYWOOD BLOCKING A5 REQUIRED Q 4 BY G.G. "F 1 _ \ = j � I � GYPSUM BD L 1 \ f F fl Sheet Title STU D TYPICAL WALL & COLUMN DETAILS C u UNDERSIDE OF I CEILING SLIP J P v w kri" Di rz } L1 5/8" GYPSUM BOARD TYPE "X" -130TH SIDES 6" 24" O.G. DOUBLE TRACK 5/8" DRYWALL OVER 3 5/8" 25 GA" METAL STUD elb" O.G. TYP. BY GEMGO 1G130 #3403P + COL" 3 5/8" X STD. GA. METAL STUDS � � 16" O.G. �. m, ,..r.; riTuis .I■ 1 W F INI DH AS NF'UNGHED DR � 14 `, \ COUNTERSUNK EASTERNERS (FILLED) CAULK JOINT 5/8" DRYWALL - BOTH SIDES w ' ( WOOD BASE (BOTH 511715) Job No. 2K-617 G ONG. / j SLAB _ GONG. SLAB DATE: SEPT., 2007 EXIST' DEMISING WALL � a Q p n a "aHANK OR INTERIOR PARTITION POWER DRIV1^N FASTNER 24" O.G. SCALE: „ ° c)° ,' 0.145 DN /KN ,I -I /8 7 /32 DIA. RAMSET @ 16" O.G. 1--3/8 PENETRATION (IG80 ° REPORT # 163q) 4 Q DRAWN BY: ELI. N MIN. PENETRATION RR -22668 oR HILTI FASTNER IGBO #2388 CHECKED BY: M. LEE Sheet No. A4.0.2 \ SCALE: 3/44 =1'-7 ONE HR CORRIDOR 10 SCALE: 3 " =1' -0" SECTION @TYP. INTERIOR COLUMN 7 SCALE: 3 ° =1' -0° NON —RATED PARTITION 4 SCALE: 3' =1'47 TYP.BASE DET @FIRE RATED WALL 1 METAL CHANNELS BY COUNTER SINK G.G. VERIFY PROPER FINISHED WALL SCREW TYP. SIZE AT FIELD 1 1 3 5/8" 20 GA. METAL STUDS @24" O.G. 1 1/2" HORIZ. WOOD BLOCKING BY G.G. TYP. 3 5 1S" 2D GA. METAL STUDS @24" O.G. \ I "X4" NON- COM PLACED HORZ.Q SECURE TO METAL STUDS W / #6XY4 "DRYWALL SCREWS(2)PER METAL STUD.. \ `\ \ 3 5 /S" 20 A. METAL 5705 @24" O.G. I "X4" NON- COM PLACED HORZ.4 SECURE TO METAL STUDS I / #64 "DRYWALL SGREWS(2)PER METAL STUD.. \ l FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 b II •ii f>— 5 /S" THK. GYP. BD. I 11 1 = m m � � I 1 \/ IIII /\ `"1 ■ i I GYP. HK — A - 1 I "' m � IIII\/ /\ u I �/8 THK. GYP. BD. \/IIII BLOCKING /\ ` a n n n /n I r \ 1 1 IIII \ /I I\ /III BLOCKING '-- 1 : ..' _ .ti "' THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE DISCREPANCIES OR OMISSIONS PRIOR TO IMMEDIATELY OF ANY INCONSISTENCIES, COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. ' � \ /IIII BLOCKING / \IIII a �� 1 \ 1 1 ry I = \ ca m \ OWNER BY G.G. I IiI / \ k�� - -� �--T��—- -��71/ \IIII BY G.G. m -- -- -- ��I11 � "� - - — — ice 1 I — C + - -- - �� C - C M �` 13Y G.G. 11 \/ 1 1 _ iii \ 1 LF L'� I\ 1 \/ 1/\ IIII - i — _1111_ 511 / '� - - -- 5/4" 3/4" PLY WOOD PANEL FINISH f L -3 SUPPLIED BY OWNER INSTALLED BY G.G. f ` - — / " VER W BLO W/ 3/16" X 5/8" NOTCH BEHIND STANDARD fYP. BY G.G. 24" O.G. i � — — GH 5" t \ 1 1 I I- y- 7 .7 :77: — VFl -- 'F r� - - 1 T7 7 7 �F H —� n �� --- --- -- -- -- BY G.G. � — 11 — — — — — — - -- — — ... 111 1 — — — — — - — --� 1 - _ i` \ - - - - 1 ". . TYP. 3" / 3/4" PLY WOOD PANEL 1N/LAMINATED FINISH PL -3 SUPPLIED BY DWNER INSTALLED BY C.G 81-1T. RECESS % STANDARDS; SUPPLIED : OWNER INST r BY G.G. (2 )NON -GOM 24" O.C. 3" f / 1 — J- / METAL TRIM 3/4 PLY WOOD PANEL SUPLIED BY OWNER, IN/LAMINATED FINISH PL -3 WALL MOUNTING G.G. TO INSTALL SUPPLIED BY OWNER TRACK INSTALLED BY G.G. — — PANEL BAR SUPPLIED BY INSTALLED „ 6 / 1_1/2" , � ii 3" 1 S'HT. SUPPLIED INSTALLED ._._1i — — - — — 3/4" PLY WOOD PANEL W/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. RECESSED STANDARDS BY OWNER BY G.G. _ — \ \ (2)NON-COM 24" O.G. f TRIM. BY:SAROYAN #4445 CONTACT: TEL: (323) 3" f - 581 -5 ,� I_I/2" 3" RECESSED STANDARDS; SUPPLIED BY OWNER INSTALLED 51' G.G. (SEE ELEVATION FOR HEIGHT) WHEN INSTALLING STANDARDS G.G. TO NOTE THAT THE TOP OF STANDARD 15 WHERE HOLES START AT THE EDGE AND THE BOTTOM 15 WHERE HOLES START S" AWAY FROM THE EDGE WHEN INSTALL I G• TANDARDS G.G. TO NOTE THAT THE TOP OF 5 • DARD 15 WHERE HOLES START AT THE Er • -, AND THE BOTTOM 15 WHERE HOLES 5 - - T D" AWAY FROM THE EDGE WHEN INSTALLING STANDARDS G.G. TO NOTE THAT THE TOP OF STANDARD 15 WHERE HOLES START AT THE EDGE AND THE BOTTOM 15 WHERE HOLES START S" MAY FROM THE EDGE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN A SIONOF THE VAILA MITEDR ,. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SCALE: 7 =1' PUCK WALL FIXTYRE TYPE "0" 12 `LE :7 = 1' - °' WALL FIXTURE TYPE "C" W/O MOLDING 9 = . LE: 1' WALL FIXTURE TYPE "B" W/O MOLDING 11 - SCALE: S' - 1',3. WALL FIXTURE "A" W/ MOLDING 3 C � 1 2' 4 2' LINE OF POP - OUT WALL. — 7 \ r \ 0 = O w w 5No �dn- rna 1 TYP. 6 f3 „f - 2' f f 3 "� { X3 „/ 2' f I 1 I -/3 „� FORE SOUTH CENTER 836 SOUTHCENTER TU KWI LA, WA 98188 MALL -2888 1 1 11/ __ 1 I 11 11 11 1 III II I I "11 f II I I I I I I 1 1 1 1 1 1 1 1 . i 11 1 1 I 1 11 RECESSED { STANDARDS; 1 SUPPLIED BY OWNER INSTALLED SY G.G. 1I 1 1 1 1 ' e Lu \ \ ter\ zr, ,-.i \ f . k 4" f - 3' -4" - 1 \ 1 I 1 I 1 1 1 1 1 1 � 1 &'HT. RECESSED STANDARDS IN I \ 1 . 1 I I 1 I 1 S'HT. 1 STAN SUPPLIED ` 1 1 1 1 MOUNTING TRACK SUPPLIED 13T OWNER INSTALLED BY G.G. � PANEL BAR SUPPLIED BY OWNER INSTALLED 1 BY G.G. Consultants dCm6) 5EE ELEV. _ I I I 1 1 1 I I 1 1 I I 1 1 1 1 11 I 11 1 11 I 1 • _ - - 1 _ 1 : _ ; ' I 1 11 ,I 1 `vl 1 1 11 1 1 11 14 -- I 1 1 , I I I 11 1 11 11 1 1 ` :I r 1 I� 1 ; 1 r CI i 3/4 PLY WOOD PANEL IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. Y . .e..: ,:, „ ti - I � �. . 1 1 1 1 1 I 3/4 W/LA INSTALLED BY G.G. 1 L ow 1 I z K O 7 1 1 I 1 1 I 1 { I 3/4” F IN/LAMINATED SUPPLIED BY OWNER 1 INSTALLED BY G.G. I 1 1 . { 4" HT. BASE 1 (�� l 1 1 1 1 1 1 1 1 1 I I 1 I 1 1 1 1 ” 3/4” PLY W000 PANEL r IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 TEL 5 10.8 6 5.8 6 6 3 FAX 510 .8 6 5. 1 61 1 Seal: 6216 REGISTERED ARC � W. DENNIS MICHAEL HEATH STATE OF WASHINGTON 4 t .�. ■ I I \ r- % 1 MOUNTING TRACK 4" HT. BASE \ z w O w ILIA 1 1 1J =� I" - -. F - - 1 4" HT. :.SE 4" HT. BASE Consultants i i , \- SCALE: 3' =1'-06 PUCK WALL FIXTYRE TYPE "D" 11 SCALE:3 = 1'-17' WALL FIXTURE TYPE "C" W/O MOLDING 8 SCALE: 3'1 =1'-01' WALL FIXTURE TYPE "B" W/O MOLDING k SCALE: 3' =1'-0• WALL FIXTURE "A" W/ MOLDING 2 \ „ 3 3/4 2 I/2 ', „ , TYP. CONT. HORZ. BLOCKING ; $Y �� /16'X5/8 NUTGH SEE ELEV \ 3 3/4” 2 1/2" f / TYP. CONT. HORZ. BLOGKING W/ MIN. 3/16 "X5 /S" NUTGH BY G.G. / SEE ELEV NO. DATE REVISION • 3" / COUNTER. SINK SCREW TYP. METAL TRIM - 3" TYP. CONT. HORZ. BLOCKING NU MIN. 3 /16 "XS /S" NUTGH BY G.G. SEE ELE 1/28/01 LL PRELIMINARY SUBMITTAL. 10/10/07 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. 11/08/01 ISSUED FOR PLAN GHEGK GHEGK RESPONSE, 0l/o1/08P21 LANDLORD COMMENTS a u, L. cv\ �\ — TOP OF FIXTURE 5 /8" GYP. BOARD SUPPLIED BY /4" PLY WOOD PANEL IN/LAMINATED FINISH PL -3 OWNER INSTALLED Si' G.G. NON- GOMI "X4" PLACED HORIZONTAL AND SECURE TO METAL STUDS W #64 "DRYWALL SCREWS (2)PER METAL STUD. SECURED EXSIN WALL ASSEM3 -5 /S" 20 GA PLACED NO GREATER THAN 24 "O.G VERTICALLY. . CD TO TG C TO TG BLY SECURED EXSIN WALL ASSEMBLY THROUGH SHEETROGK INTO FRAMING W #6X2" DRYWALL SCREWS PLAGE AT INTERVAL OF 24" IN EACH STUDS. METAL TRACK TOI'/BOTT SECURED TO WALL STUDS- (I) #6X2" SCREW PER WALL STUD. to 0 Lu Lu Li `�' o ¢ w w . \ : /UItU '. X 11111 f' " �\ {II I 1 \ I11I 1 I `\ BLOCKING 11-1i 1111 ' 11 {II 1111. 1 111 HI 111 1111 I 1 {{ II 1 I 11 1 1 \ m \ MOUNTING TRACK SUPPLIED BY OWNER INSTALLED BY G.G. Di , WOOD BY G.G. PANEL BAR 3/4" PLY WOOD PANEL IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. to o w L � \ ry\ ` \ 'i ; c `A '. � . . 6 I 1 1 I I 1 1 1 1 � L TOP OF FIXTURE II 11 11 11 H H I III' 3/4 PLY WOOD PANEL I1 IN/LAMINATED FINISH PL -3 I I SUPPLIED BY OWNER INSTALLED BY G.G. 11 11 HI 11 5 -5/8" 20 GA. METAL STUDS II I I 1 1 11 to o \ ¢ w \ TOP OF FIXTURE III Nit 1 . , II I 'I 111 , III III III III III II II� III III `7 �� I 111 III 1 III 1 111 lfI 1 111 q III Li I IL I IL 111 •III 1 ' ^ I II 1 111 5/8" GYP. BOARD 1 1111 1 111 f 111ke 3/4" PLY WOOD PANEL IN/LAMINATED FINI .. PL -3 1 1111 SUPPLIED BY OWNER INSTALLED BY G. kllll 1 1 11 NON- GOMI "X4" PLACED HORIZO AL AND SECURE TO METAL 511105 W #6X)'4 "DRYYVALL SCREWS ( R METAL STUD. 1111 IIII 1111 1111 IIII \ y ' RECEI VED CPT ((:— T i..�l"•'•11LA ' • : ;;f`.,`� PI I C;LI , I tH Sheet Title TYPICAL WALL DETAILS 1 . 1 1 111 _ ! `� . ■ ,,q 111 EGURED •EXSTING 1 111 WALL ASSE .• � 111 DRYW ' ALL 5G ! I11 METAL TRACK 1 111 (U #6X2" SCREW flll 6 LAGER NO GREATER THAN 24 "O.. VERTICALLY. WALL ASSEMBLY, SECURED TO EXSTING Y THROUGH SHEETROCK INTO FRAMING W #6X2" ` � PLACE AT INTERVAL OF 24" IN EACH STUDS. TO :'TTOM SECURED TO WALL 5TUD 5- • PER • LL STUD. III III 1 11 II ` III = ' \ I I � 1 c_ 11 X I , II I a v7 Ili 111 III III III III ID (2)NON -COM 1 "X4" W SLOTTED CHANNEL SECURED W/ #8X DRYWALL SCREWS: CHANNEL I " X4" ASSEMBLY SECURED TO HORIZONTAL NON -GOM I "X4" #6X2" DRYWALL SCREWS- TOTAL OF 4 FASTENERS PER VERTICAL I "X4" FOR TOTAL ON 8 FASTENER PER CHANNEL I "X4" ASSEMBLY. 1 ■ ' 1 Vy 1 I I I I 1 II I II 1 II 1 _ 1 j 111 III 7 I Iii 1 111 � III (2)NON -GOM I "X4" W SLOTTED CHAN\• L SECURED W/ #SX%4" DRYWALL SCREWS: CHANNEL I "X4" ASSEMBLY SECURED T. ORIZONTAL NON -COM 1 "X4" #6X2" DRYWALL SCREWS- TOTAL OF 4 FASTEN - 5 PER VERTICAL I "X4" FOR TOTAL ON 8 FASTENER PER CHANNEL I "X4" A551; Y. Job No. 2K-617 DATE: SEPT., 2007 SCALE: - v — II :1 I c SEE ELEV , �1L 11 4 HIT. BASE; SEE ELEVATION FOR EXACT FINISH v : � SEE ELEV = _ /4 _ 1 c SEE ELE • DRAWN BY: ELI. N Q > w w \ BOTTOM OF FIXTU R fli'o W " � 4 HT. BASE; 5EE ELEVATION FOR EXACT FINISH 1 fi B. fi % u \ o II < w w I , - BOTTOM OF FIXTU 4 "HT. BASE SEE ELEVATION FOR EXACT FINISH — _ILL BOTTOM OF FIX '• " 4 "HT. BASE SEE ELEVATION FOR EXACT FINISH CHECKED BY: M. LEE Sheet No. A4.0.3 \ \ SCALE: 3' =1'-0° PUCK WALL FIXTYRE TYPE " "D " 10 SCALE: = 1 ' 0 WALL FIXTURE TYPE "C" W/O MOLDING 7 SCALE: S' =1'-0' WALL FIXTURE TYPE "B" W/O MOLDING A SCALE: 3 ' =1 WALL FIXTURE "A" W/ MOLDING '1 AM 3 -5 M T E STAGGERS LIGHT FIXTU RGP ANG LI SCHEDULE S" 206A. L STUDS 24" O.G. FLUOR. 5E- HT FIXTU" 3 X 2 X I/8 TL. ANG - FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 • , I , w 4 I ' SOFFIT r 1 1 1 1 I 1 TYF. NI/ , n i 5 1/2" . BLOCKING BY G.G. 1 ' COVE GEILING u STAGGERED FLUOR. \ L 'GMT FIXTURE(S ) SEE RGP ANG LIGHT FIXTU SCHEDULE 3 -5/8" 20GA. METAL STUDS �� @N. O .G. \ ' , ' ;• ''�� THE CONTRACTOR 15 RESPONSIBLE FO REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS DIMENSIONS PLANS SECTIONS AND SPECIFlCATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR S HAL NO THE TS OFFICE IMMED ELY IFY O IN DISCRE I AT PA TNCIES F AN OR AY OMISSIO R EC PRIOR AND AW TO AIT THE COMMENCEMENT OF ANY WORK ARCHITECTS CLARIFICATION WHERE APPLICABLE. SEE RGP FOR . \ / GLNG. HEIGHT •..... •� . •... ,.. , - . ,. - ,. .. q .. �� 6 ' r PT - I ISH • ` PAINTED GYP. BD; pTwl 3 -5/8" 20 GA. METAL STUDS r 1 : _ fi g' 1 _ — — J � MOLDING OVERLAPS SOFFIT EDGE BY I /4" • - 3-5/S" 20GA. METAL STUDS \ ■ ■ I. _ CAULK ! I ' 8 1 — ■ 4" RADIUS STANDARD REFLECTOR; 11 N # ®r PIN NAIL UNIT INTO PLAGE. fl " r I A•F•F IL �� � IIIIMMr I \ PAINTED W/ PT -30 /2 "x" METAL REVEAL FAINTED W/ FT -30 STOREFRONT STONE OVER GYP. SD. 1 / o z ILO 00 f I Ala u, — N f I \ ' 1 -1 " 206A. MTL. r5 NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND PERSONNEL ONLY IN COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. TO INSURE THAT F LUOR, LIGHT FIXTURES ARE NOT VISIBLE FROM BELOW oPP•p ..kr; , 4." ' - „ ?i . •,..w, .•- r G. -. TO INSURE THAT UOR. LIGHT FIXTURES ARE NOT VISIBLE FROM BELOW f SEE RGP FOR DIMENTION SCALE: 1- 1I2 ° =1'-0” RADIUS SOFFIT DETAIL @ STOREFRONT 13 SCALE: 1- 1/2 ° =1'-o° RADIUS SOFFIT DETAIL a0 ACCESS. AREA 11 SCALE: MIT = RADIUS SOFFIT DETAIL a0 ACCESS. AREA 8 SCALE: 1-1/2 ° =1 COVE CEILING SECTION 5 SCALE: 1- 1/2° =1' -O° SECTION AT LIGHT COVE 3 3 -5/8" 20GA. - METAL STUDS 5/8" DIAGONAL BRACING 40G 3 318" 20GA METAL STUDS ' kR I' X ' r X . 3 5 /8" 20 GA KING STUDS 48 "O.G. TO STRUCTURE ABOVE #8 SCREW TYP. 3 -5/8" 20GA. METAL STUDS e24" O.G. 3" X 2 "" X I /8" STL. \ ANGLE \ XXI[ FOREVER OUTH CENTER SOUTH S 836 SOUTHCENTER MALL KWI LA, WA 98188 -2888 FLUOR. LIGHT FIXTURES ARE NOT VISIBLE FROM BELOW A 5 1/2" 4-. BLOCKING BY G.G. LIGHT FIXTURE; SEE LIGHT FIXTURE SCHEDULE EXISTING . SEAM - STA� IGHT FIXT URE(S) SEE RGP ANG LIGHT FIXTURE SCHEDULE 3 -5 /5" 2oGA- METAL STUDS @24" o.G- f I ,.. \ \ f _ / 2-- 3 5/8" STIFF BACK T(P . \ = - - ' CAULK 1 2' -O" 2 -5/8" 20GA METAL STUDS \ 6 142" TYP Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 .. f 5” f � \ ' PAINTED I^1/PT-1 HIGH GLOSS F I NISH STAGGERED FLUOR. LIGHT FIXTURE(5); SEE RGP ANG LIGHT FIXTURE SCHEDULE \''' ,i) 4" RADIUS STANDARD REFLECTOR; PAINTED W/ FT -30 ii _ - ..x� X X ; " X. � X " @2 4 O.G. - 12' -0" AIM. A.F.F It A.F.F ��. � - ' 0 O °- k.1= w CAULK 5/8 THK. GYP. 13D. r ii <Y / rti G.G. TO INSURE THAT FIXTURES FLUOR. LIGHT FIX ARE NOT VISIBLE FROM BELOW � . ..�� ,: , � ; - „..,',,�,,.� ,-, - :. ; r s_• =r.�. `rr : -R r. 5 {, =�• : N•. SEE RGP FOR 4'4-4 3 \ ° � 1/2" \+ w LIGHT TRACK FIXTURE SEE LIGHTFIXTURE SCHEDULE . GLNG HEIGHT Y CAULK • ILL Q r + DRYWALL GRID SYSTEM TYP. 5/8" DRYWALL TYP. " • ; ‘I% ' SEE RGP FOR DIMENTION -f il' 8 OF TRACK :: ,:, .� ..R :....:; ,:._,.:.:.::.:.::,:,.;,...; .., .\ .. . '� " . `,` i F, _I SCALE: 1-1/2" =11-0" RADIUS SOFFIT DETAIL 12 SCALE: 1- 1/2 ° =1'-0° RADIUS SOFFIT DETAIL a0 ACCESS. AREA 10 SCALE: 1 - i 2 "= V' RECESSED COVE TRACK l SCALE :1 -10 =11 O COVE CEILING SECTION 4 : -1 / 1 'o' SECTION AT LIGHT COVE 2 - eal: 6216 REGISTER [`n LIII ARCM' DENNIS MICHAEL EATH STATE OF WASHINGTON BRACING -5/8" 20GA. MTL. STUDS @48" O.G. ,, #8 SCREW PER DWG _ 3 -5/8" 20&A. 4'OG STRU RE ABOVE TO / 2 -5/8" FRAMING FASTEN TO SUPPORT FRAMINGS TYP 206A j °. r . .. . ° 'f U 3 -5/8 20GA. MTL. STUDS Consultants ♦ ♦ ♦ ` (E)PECK OR STRUCTURAL ♦ MEMBER ♦ • C ONTINUOUS TOP ♦ • TRACK (20 GA ♦ M IN.) • • • • 3 5/8" METAL STUD • • • • 20 GA (2) #8 SCREW • • @ 2 -0 O \\ ♦♦ • • • • • • • • • • • ♦ ♦ '� • • 45° BRACING 5 5/8' ♦ ♦ METAL STUD 20 A. • • SCREWS @ 4' -0" D. • • ♦ ♦ ♦ • • ♦ • (2) #;, \ \ • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - ■ \ \ \ N. / \ / / 1 I/ (E)DECK OR STRUCTURAL MEMBER GONTINUOUS TOP TRACK (20 GA MIN.) 3 5/8" METAL STUD 20 GA (2) #8 SCREW @ 2' -O" O.G. NO. DATE REVISION q /2 8/oi LL PRBI- IMINARY SUBMITTAL \ ' , /`. /`, '' �� '\ / \/ :"" \,' \ / \ / \ / \ / \ /\ \ / \� \ / \ / \/ gh �� - - i � ? - E - � f , E 5 - i I -5/8" 20GA. MTL 5TUD5 �� I 10/10/0 PRELIMINARY RE •- 5u$MITTAL — 1 1 7 � s .r f 1 19 !�! o i f l i i , !•_- J -- 5 ' f . DRYWALL GRID SYSTEM TYP. ; ; , 5' 5/8" PLYWOOD � s , � I N 2 ' 2' h 15/8" 5/5" 5' 20GA. MTL. STUDS DRYWALL TYP " -- FLUOR. STRIPS ; 5EE RGP AND LIGHT FIXTURE SCHEDULE 1<INAL LL SUBMITTAL. I I/08/0 - 1 ISSUED FOR FLAN GHEGK PLAN CHECK RESPONSE, OI /Oci /08 F21 S LANDLORD COMMENT B: SECTION ALL SIPES G.G. TO INSURE THAT FLUORESCENT LIGHTS IN COVES ARE NOT VISIBLE FROM BELOW ��� F 7C E NI=D C!T'! I'Lf' VILA \ 45° BRACING 3 5/8" \ METAL STUD 20 GA. (2) #8 SCREWS @ 4' -0" O.G. FIX ' 0 STAGGERED FLUOR. LIG ' SEE RGP ANG LI. FIXTURE 5G 'i ■ • • • • ♦ F t�IVd► I L/ \! i H [ 4, + •� ' . '` ,� @ � . + '� '` FLUOR. STRIPS ; SEE RGP AND LIGHT FIXTURE SCHEDULE 15 Sheet Title CEILING DETAILS ■ �/ . _ m 5 3/4" f 4 1/2" 6 1/2" () ' f A: P LAN ' 5 /5"THK. GYP. BD. ZN GEILING PAINTED W/PT -I un 0 �\ HARD WOOD GROWN MOULDINGS / Job No. 2K-617 \ :.. DATE: SEPT., 2007 __ .. #3360 BY . { „ y =' SCALE SAROYAN LUMBER COMPANY, INC. PAINTED W/ PT -I / PROVIDE BLOCKING. TYP. • i{ • DRAWN BY ELI. N HARD WOOD GROWN MOULDINGS; #3360 BY SAROYAN LUMBER 2 I/2" METAL STUD GOMP ANY , INC. / \ 20 GEAGE, @ 16" O.G. / TYP. PROVIDE BLOCKING. TYP. \ GYP. S. GEILING PAINTED W /PT -I, SEE AI.I.O FOR GEILING HEIGHT CHECKED BY M. LEE Sheet No A4 • 1 • 0 SCALE 3' =1'4' SECTION AT RECESSED CLG 9 SCALE: 3° =1' -o° SECTION AT LIGHT COVE CLG 6 SCALE: vr =i' TYPICAL CIRCLE COVE CEILING 1 LOCKING CLIP FASTEN GR055 RUNNER TO MAIN N RUNNER FOREVER 2'I INC. � 2001 S. Alameda Street L os Angeles, CA 90058 g Phone. 213.747.2121 Fax. 213.741.5111 SUSPENDED CEILING SYSTEMS -1111 UDC STANDARD 25 -2 GOMPRESSON PIPE STRUT SIZE SCHEDULE (BASED ON L/ < 200) SUSPENDED CEILING SYSTEM SHALL SE DESIGNED TO RESIST A LATERAL FORGE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF DETERMINING THE LATERAL FORGE, A MINIMUM CEILING WEIGHT OF 5 FOUNDS FER SQUARE FOOT SHALL BE USED. WHEN THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING SYSTEM MAY BE EMPLOYED. A. LATERAL SUPPORT MAY SE PROVIDED BY FOUR WIRES of MAXIMUM No. 12 GAUGE SPLAYED IN POUR DIRECTIONS SO DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OP THE GROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12 -0 ON CENTER IN EAGH DIREGTION, WITH THE FIRST POINT WITHIN 6 -O FROM EACH WALL. B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND GROSS RUNNERS MAY BE SIZE MAX. HEIGHT Y2" X 226A. 3' -O" o VERTICAL COMPRESSION STRUT 'a- (SEISMIC- POST) SCHEDULE: o '- 0 "12' -0" MAX. ' -O' MIN SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES, WITH BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 X DESIGN LEAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM 8 I bS.) OR CROSS-FURRING SHALL $E SECURELY ATTACHED TO f THE MAIN RUNNER BY SADDLE TYING WITH NOT LESS THAN ONE STRAND OF NO 16 OR TWO STRANDS OF NO 18 U.S. GAUGE. THE WIRE OR APPROVED EQUIVALENT ATTACHMENT. RUNNERS AND FURRING: THE MAIN RUNNER AND CR055 FURRING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO 41-A OF UBC GORE 3 /k" X 22GA. 4' -0" I" X 22GA. 6' -0" I Y4° X 20GA. 7'-0" 1 Ys" X 20GA. 8'-6" 2" X 20GA. II' -6" 2 Ys" X 18GA, 14' - 6" 3" X 16GA• 11 -3" \ REGUIRMENT EXCEPT THAT THE OTHER STEEL FOURTH IN THIS TALE. COMPRESSION STRUTS @ 12" O.G. EA WAY B /8" MIN. CLEAR SEISMIC, LOCKING CROSS RUNNER OR PIN SECTIONS OF EQUIVELILENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET (4) O/G GA 45 SPLAY WIRES AT EVERY ANCHOR TO STRUCTURE STRUT 12' -0" O.G. EA ABOVE DIRECTION. 8 GA VERT HANGER ANCHOR TO STRUCTURE / 3 Y2 " X I6GA. 23' - 3" ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETNEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. G STANDARD, WITH THE ADDED REQUIREMENT THAT G. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN UDC, DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OGGUR WHEN THE CEILING 15 DISRUPTED BY A WALL. D. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUGTRE ABOVE. EXCEPTION: THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES. DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE_ 5'-0" TO 8 - O USE I - 3 5 /8" 25GA. METAL STUDS Ca12" O.G. IGBO # 1715 AMS SEISMIC POST OR Y2" EMT-RUN TISHT TO `— STRUCTURE ABOVE SEE DETAIL 151M. #12GA. VERTICAL HANGER WIRE GOMPRESSIONSTRUT 2. 8' -O" TO 10' -0" USE 2-1%" 25GA. METAL STUDS ®I2" O.G. FASTENEP BACK TO BACK NEAGH SIDE OF MAIN RUNNER TfP. IC50 # 1715 AMS REQUIRED EACH SEISMIC RESTRAINTI2' -O" O.G. EACH WAY 8 WITHIN 6' -O" OF PLAN MAIN RUNNER WIRE 48" O.G. EA DIRECTION. // ABOVE SECTION 25.213 - LIGHTING FIXTURES INTERMEDIATE OR HEAVY DUTY CEILING SYSTEMS AS DEFINED IN SECTION 47,1802 SHALL BE USED FOR THE SUPPORT OF LIGHT FIXTURES. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHE TO THE 5USPENDED CEILING SYSTEM. THE ATTACHED DEVICE SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE W EIGHT ACTING IN ANY DIRECTION. WHEN INTERMEDIATE SYSTEMS ARE USED, NO. 12 GUAGE (2.7 MM) HANGER.5 SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" (16 MM) OF EACH GOTNER OF EACH FIXTURE. TANDEM FIXTURES MAY USE COMMON WIRES. WHEN HEAVY DUTY 5YSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48 INCH (1219 MM) MODULAR HANGER PA I I tk.N 15 FOLLOWED. WHEN CRO55 RUNNERS ARE USED WITHOUT 5, PPLMENTAL HANGERS TO SUPPORT LIGHTING FIXTURES, THESE GROSS RUNNERS SHALL PROVIDE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS (25.4 KG) SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, Two NO. 12 GAUGE (2,7 MM) HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIGHING 556 POUNDS (25.4 KG) SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH NO. q GAUGE (38 MM) WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SYSTEM FOR DIRECT SUPPORT. AIR D IFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS, AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING. WHERE THE CEILING SYSTEM PROVIDES LATERAL SUPPORT FOR NON - BEARING PARTITIONS, IT SHALL BE DESIGNED FOR THE SPECIFIED LATERAL FORCES IN ACCORDANCE WITH THE MG STANDARDS. OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED BY DESIGN CALCULATIONS. THE APPROVED BUILDING PLANS SHALL IDENTIFY ALL THE ELEMENTS AND SHOW ALL DETAILS OF THE PROPOSED ASSEMBLY. RIGID VERTICAL SUPPORT, A5 SHOWN IN THE SECTION, SHALL SE FASTENED TO THE MAIN RUNNER AND SHALL EXTEND TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENTS INDUCED BY THE BRACING WIRES, AND SHALL HAVE AN L/R RATI LESS THAN 200. THESE RESTRAINT POINTS SHALL BE PLACED AT 12' -0" ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -O" FROM EACH WALL. 5. 10' - O" TO I'7' - O" USE 2 - 2J " 25GA. METAL STUDS FASTEN SAME AS #2 ICED # 1715 AM5 EACH WALL N.T.S. 5 DRILL /32 "HOLE FORYB" BOLTS LOGKNUT AFTER CEILING SYSTEM IS LEVELED r I = j 2 "x2 "x 1 /8" j GOMPRE - Q " O.G. STRUT @12I2 ' 4. UP TO 5' -0" USE Y2" ROUND EMT GONDUIT „a EACH WAY ^k/ 3 /4" EMT - BUTT TIGHT TD 1 MTL. JOIST FRAMING i n •' 45 . ' 1 MIN. 8 GA . . .,k, u, z 3 \, / - \ B � , WIRE SUSPENDED CEILING FINISH FLOOR GROSS RUNNER . MAIN RUNNER - NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. v \ E ELEVATION y GROSS TEE �= � N.T.S. p SUSPENDED CEILING / MAIN RUNNER 5 /8 "THK. TYPE 'X' GYP. BOARD SUPPORT SUSPENDED CEILING BRACING ~ N.T.S. N.T.S. N.T.S. SEISMIC BRACT NG DETAILS ') / 30" / 30" PERIMET ;AYS DR 1" W LL i (E)DECK / ., ., I ., ' .. 3 5/8" META TUD 20 GA - #S SCREW •" O.G. 4 XX][ F O R E V E R SOUTH CENTER MALL 836 SOUTHCENTER pp TUKWILA, WA 9818 -288$ 1 1 1 ) } _ - I - - -) - ., - ,)) CON TINUOUS TOP GK (20 GA MIN.) 45 -- •CING 3 5 /S" METAL 5 ► a 20 GA. (2) # B GREIN 4 1 Q 11 0.C. i r- RIGID VERTICAL STRUT (MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL. NOTE: \ ,�° ALL 24 "X48 "CEILING LIGHT FIXTURES a 24 "X24" HVAG AIR .. REGISTERS SHALL BE SUPPORTED BY A MIN. OP (2) TWO , ® -- HANGERS OPP. CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. . � r F/i4 a ,g . a • N. . 12 GAUGE WIRE SPLAYED IN FOUR DIREGTINS 90 DEGREES APART AT 12' -a° O.G. EACH WAY. " M A 6MAX. FROM WALL Consultants v ! , . „ '∎ 2 1/2" ) ' _ _ _ � 0 21/2" _ \ . % i m � 12 GAUGE VERTICAL WIRE HANGERS AT 4' -0" ON CENTER EACH WAY (TYP) JOINT 21/2" 2 v2" / 21 72" DECORATIVE CEILING TILES, TYP. = FOR GORNIG- FORMATION SEE GE �G FINISH PLAN PROVIDE BLOCKING. TYF. STAGGERED FLUOR, LIGHT FIXTURE(5); SEE RCP ANC- LIGHT FIXNRE SCHEDULE Zs) m ` m 4 3/4" _ .... 5 �1 `- x SEE RCP CEILING ili-o METAL 5 ►'P @ 16" O.G. TIT. / ' PP- ONE PIECE - 6+ +NC- 1 \ s• 2 1/2" 20 GAUGE, 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 TEL 510.865.8663 FAX 510.865.1611 ' SHEETROG errand _ _ ,,,r ° Gypsum Pane I Channel \ Molding s ,t . f f� '� �,, -- i, / / ,. �, } J 1 ° } / l f p � 0 ii � - ® g An Transition �o o Molding Gli p Main Tee or Gross Tee � �' � � r Mafn Tee �' �� ~ e • p � p� Din Tee 0 g MAIN TEE E. � p SPLICE ' o a ga, SHEETRDCK � °ia hrnger G o '// po4oQ nir® Brand Panel � y ' 0" Gross Tee /, ❑ I // , • , �' � } , Fire - � ,} �. ,, SHEETROGK. DRANO C .B. � w � O — � ' Gross Tee Expansion Notch Seal: (4 6216 REGISTERS■, . • ,.-- ARCHI ��• HALF SCALE CROSS RUNNER DETAIL 6 :V =1-0' SECTION AT DECORATIVE T -BAR CEILING 2 211 REVEAL 2 5/ 8 n • cL - DECORATIVE CEILING TILES, TY-- 1112" q_ / ' Do - SEE RCP � ` i y Cs � I � . _• ._ -- '' -vim_ E.Q. Y - ' L A' l -� --- - Ar itir DENNIS MICHAEL HEATH STATE OF WASHINGTON Consultants E.Q. NO. DATE REVISION / 1/28/0 LL PRELIMINARY 5UI5MITTAL I 211 . ARM57RONG GRID �/ / 10 /10 /O'1 PRELIMINARY RE- 5U6MITTAL 01 1 . _ • / 2 1/4" ir TBAR COVER 1 2 I/2" FOR GLG HT 64 = ' � a p ' f FINAL LL SUBMITTAL. I I /D8 /0 ISSUED FOR PLAN GHEGK / BRAKE METAL F"�� � v� ' `® = 8 EE ` x/811 ROD, k t ______ - --.. -- PLAN CHECK AN 'L RESPONSE, DI /Oq /OS F21 LANDLORD COMMENTS / / JUNCTION BOX ,,, � ' FOR GL HT I TRACK TYP. "EMT l?'' ) FOR P+ ER. ti ' li) -ri cv 1 ^Y ( .. 2 : Ti - SUSPENDED DRYWALL CEILING 9 PERIMETER CEILING DETAIL 8 E TIN @STANDARD BAY I°IALFSCALE S C O 5 tl<(>..T, �' l s, ��� li ( , iy :- TENTING '. +X W, AYERS OF % %" 3/4' - DRY WALL CUSTOM GHAND TYPE 'G' . a LL 0 o0 = '- C° 0 _ 0 111 G.it9,! R Sheet Title CEILING DETAILS 11 U - 7:3 CL 0 o 2 Eu Eu O o' - o" RECESSED RECESSED P. B D.W/ MTL. CORNER ,,�, "�`c� _ STAGGERED TAPED AND SEALED TO CONFORM TO FIRE REGULATIONS. (MAKE BOX A5 CLOSE A5 P05515LE FROM TOP TO THE FIXTURE LIGHTING) INCANDESCENT LIGHT FIXTURE %, y I" q fi Job No. 2K -617 wi w.r► — "c= . , 1 \ DATE: SEPT., 2007 5EE RCP FOR HEIGHT S RATED GEIL , 1 am® _ SCALE: miimm , DECORATIVE CEILING TILES, TYP. SET; RCP - CL , 1 3 5/5" METAL STUD 20 GA (2) #8 SCREW @ 2 O.G 11/4" NOTE: / / G.C. TO PR+ • PE ADDEGUATE SPACE TO ACOMODATE - PERIMETER BAY DETAIL AT DECORATIVE GEIL SEE PETAL I/A4.4.0. FINISH FLOOR r r f' _ " ° DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No A411 N.T.S TENTING OF RECESSED LIGHTS 7 HALF SCALE SECTION @PREMETER BAY 4 SCw.a1121 =1'-0" SECTION THROUGH DECORATIVE T -BAR CEILING 1 SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" SCALE: 1" =1' -0" SEE ELEVATIONS. FOR FINISHES SEE ELEV. FOR 3" BASE INFO BASE DETAIL @ ROOM ENTRY VIEW FROM ACCESSORIES TO SALES SEE FLOOR PLAN FOR WALL TYPE. 3 -5/8" 20 GA. STRUCTURAL STUD ANCHOR TOP AND BOTTOM OR DOUBLE 20 GA. STUD. HOLLOW METAL FRAME 14 GA. STEEL 'Z' -.LIPS WELD TO FRAME- (3) PER JAMB (2) PER HEAD NOTE: PROVIDE FIRE -RATED DOOR AND FRAME WHERE REQUIRED, SEE DOOR SCHEDULE. 3 -5 /5" MTL. STUD FRAMING SELF TAPPING SCREW CONGEALED PIN HINGE SHEET METAL SCREW TYP. 5/5" GYP. P. OVER 7/8" MTL. FURRING NOTES: - RECESSED ACCESS PANEL SHALL BE NYSTROM F.P. SERIES AS MFG.BY NYSTROM PRODUCTS CO. I -800- 541- - PANELS LOCATED OUTSIDE OF STOREFRONT LINE TO BE LOCKABLE MODEL NYSTROM F.R. SERIES 6 "H X I "THK DOOR PT -1 6 "H X 1 "THK 2 _M mM AUTOMATIC DOOR CLOSURE FIRE RATED INSULATION (BY MANUFACTURER) - SHIM AS REQUIRED FLUSH KEY LATCH FOR AGGE55 FINISH TO MATCH ADJACENT CEILING FINISH HEAD JAMB DETAIL CORNER BEAD CONTINUOUS AROUNDOPENIN - FILL TAPE AND SAND SMOOTH. TYP. ACCESS PANEL DETAIL BASE DETAIL @ ROOM ENTRY VIEW FROM SALES TO ACCESSORIES SEE ELEVATIONS. FOR FINISHES SEE ELEV. FOR 4" BASE INFO BASE TRANSITION @ ACCESSORY SALES AREA 10 9 SEE ELEVATIONS. FOR FINISHES SCALE: 1" = 1' -0" 8 "H X I "THK SCALE: 1" =1' -0" SEE ELEV. FOR 4" BASE INFO LARGER CUSTOM GoVER PLATE, 8 "DIA X 3/8 "THK. 1^1/2" DIA GROOVE CENTER SCALE: 1" =1' -O" HINGE: OWNER PROVIDE HINGE BY: BALDW (800.366.1156) - NAME: "FULL MORTISE" W / #11351 FINIAL: "STEEPLE "#1053 PLEASE PROVIDE POLISHED BRASS 4 POLISHED GUROME PER GORESFOND DRESS ROOM FINISHES TYP. NOTE: SEE ELEVATIONS FOR PAINT /GOLOR INFO. BASE DETAIL @ DRESSING ROOM ENTRY -VIEW FROM SALES AREA BASE TRANSITION - FROM SALES TO D.R. W -8 WG -6 OR I � J I SEEFo:: I = � ASE INFO BASE DETAIL © DRESSING ROOM ENTRY -VIEW FROM DRESSING ROOM BASE TRANSITION - FROM D.R. TO SALES I/4 OPEN ' 0 , II' -0" A.F.F CLG @DRESSING RM TRIM W -II PAINTED W/ OR TYP.DOOR HANDLE FINISH TO MATCH TO GORESPONDING METALS PER PERESSING ROOM NOTE: OWNER SUPPLY 4 .G. INSTALL. TRIM W -II PAINTED W/ R PT -2q PCID SEMI GLOSS T/O FINISH FLR O' - 0" PT -26 DooR W/ TRIM (1411) FAINTED W/ OR DOOR W/ TRIM (W -II) PAINTED W/ ADA DRESSING ROOM DOOR 7 5 HALFSCALE HALFSCALE SEMI GLOSS SCALE: 1"=1 PT- I f 1 ,4" HINGE: OWNER PROVIDE HINGE 8Y: BALDW (800566.1186)- NAME: "FULL MORTISE" W/ #11351 FINIAL: "STEEPLE" #1083 PLEASE PROVIDE POLISHED BRASS 4 POLISHED GUROME PER GORESPONDIHG DRESSING ROOM FINISHES TYP. MMY OOR KNOBS. OR 21 SEE ELEVAITION, PROVIDE LARGER CUSTOM COVER PLATE. S "DIAX3 /8 "THK. NOTE: SEE ELEVATIONS FOR PAINT /COLOR INFO. 1/2" 1/2" BALDWIN HINGE SEE ELEVATION (3 PER DOOR) I/4 WOOD OR METAL BLOCKING PER LOCAL CODES rr� WOOD OR METAL BLOCKING FER LOCAL GODES BALDWIN HINGE SEE ELEVATION (3 PER DOOR) PT 26 DOOR W/ TRIM (W -II) PAINTED W/ PT-27 OR PT -28 DOOR W/ TRIM (W -II) PAINTED W/ I/8 "THIGK MDO TYP. 1/8 "THICK MDo TYP. /./4" TRIM W -II PAINTED W/ FC OR DUMMY DOOR KNOB W/LARGER CUSTOM COVER PLATE, 8 "DIA X 3/8 "THK. \ \1 PT - DOOR W/ TRIM (W -II) PAINTED W/ DUMMY DOOR KNOB W/LARGER CUSTOM COVER PLATE, S "DIA X 3/8 "THK. TRIM W -II PAINTED W/ �T - 2?7 OR C7-2°) DOOR W/ TRIM (W -II) PAINTED W/ sr /.' /r�' „if ti NOTE: OWNER SUPPLY 4 G.G. INSTALL. DRESSING ROOM DOOR DUMMY DOOR KNOB \\ c'T -2?6 DOOR W/ TRIM (W -I I) PAINTED W/ DOOR W/ TRIM (W -II) PAINTED W/ PT - II' -O” A.F.F CLe @DRESSING RM �—CFT -) SEMI GLOSS 0' -O" T/0 FINISH FLR OR 2-8 1/4" 2-5 3/4" DOOR 1 3' -2 1/2" 2'- II -3/4" DOOR SCALE: 1 -1 /2 " =1' -0" �.. r,•/ ii 4,7.0/, ///////././ •...v, r . ///// , // W .7 N TYP.DOOR HANDLE FINISH TO MATCH TO OR CORESPONDING METALS PER PERE5SING ROOM _ WOOD SHIM FT -I SEMI GLOSS WOOD SHIM PT -I SEMI GLOSS PROVIDE BALL CATCH W /STRIKE HAFELE 241.80.505 241.50514 OR SIMIAR. RECESS SCREWS ADD WOOD FILLER SAND 4 PAINT. SOLID OAK WOOD FRAME - FAINTED TO MATCH FT -I SEMI GLOS5 TYP. USE COUNTER SUNK SCREWS LARGER CUSTOM COVER PLATE, 8 "DIA X 3/8 "THK. W /2" DIA GROOVE CENTER :uu A RECESS SCREWS ADD WOOD FILLER SAND 4 FAINT. SOLID OAK WOOD FRAME PAINTED TO MATCH PT -I SEMI GLOSS TYP. USE COUNTER SUNK SCREWS TYP.DOOR HANDLE FINISH TO MATCH TO GORESPONDING METALS PER PERESSING ROOM A SECTION @ DRESSING ROOM DOOR JAMB DETAIL I" I/ --/ 1" T o a � v. CPT - j) PT- I SECTION @ ADA DRESSING ROOM DOOR JAMB DETAIL MMY OOR KNOBS. 20 5 E EL AITION, PROVIDE LARGER CUSTOM COVER PLATE. 8"D I AX3/8 "THK. DEESSING DETAILS 3 2 FOREVER 21, INC. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants eal: DATE: SCALE: Sheet No. 2001 S. Alameda Street Los Angeles, CA 90058 FOREVER SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DII 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 Consultants Sheet Title DRAWN BY: Phone. 213.747.2121 Fax. 213.741.5111 REGISTERE ARC r DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/01 LL PRELIMINARY SUBMITTAL 10/10/07 1 REL I M 'NARY RE- SUBMITTAL FINAL LL SUBMITTAL. II/05/07 ISSUED FOR PLAN GHEGK FLAN GHEGK RESPONSE, 01/0c1/08 721 4 LANDLORD COMMENT DOOR DETAILS Job No. 2K-617 ELI. N CHECKED BY: M. LEE CITY ,7t i t r'.' ILA i,' SEPT., 2007 A4.2.0 1/2„ 1/2" 3' -6" / 3 f , ,, r 1- 1/2"50. METAL BAR; MIRROR POLISHED FINISH 6 HT. SLACK/ STAINLESS.. I /4" TO 1/2" EDGE LIT " OUND NON ILLUMINATED - •REVER 21 CHANNEL LETT - N — 3/8" THK. POLISHED STAINLESS STEEL PLAQUE 5 5/8 HIGH ENGRAVED 2 5/4" 2 3/4 f f m ri\ FOREVER 21 INC. I 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 F. 213.741.5111 \( X 1 [ \ m m \ \ . \ ry \ THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETA DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC ARE OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK- THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. \ 7 f Ell ,f r' r \ I \ / \ l \ ts .{� „fr /I 01 „jr/G \ kt ETCHED LETTERS 15/16" HIGH ENGRAVED $ ETCHED LETTERS 1/2' HIGH ENGRAVED F F2 E V E R � ;#_ os=.4=1, tr \ i..1 r NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. F O R E m ,� $ ETCHED LETTERS; _ \ m n\ \ N in PUCK ATTACHMENTS \ \ \ \ I - I/2" THK. ALUMINUM METAL PANEL; ' RROR POLISHED FINISH 1.1.1 LINE OF FINISHED F21 STOREFRONT 3 5/16" % CIRCLES INSET INTO PLAGUE TO MATCH PANTONE \ \ HEXACHROME ORANGE G XXI[ F CDREVEF2 SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 BLADE 5I5N; DIMENSION MAY VARIOUS SCALE 1- 1/2 " =1'-O STOREFRONT BLADE SIGNAGE -1 6 SCALE; 1- 1/2" =1'-0" PLAQUE SIGNAGE 3 4' -0 3/4" / [ X X 1 \ \ MIRROR POLISHED / X X 1 4' -6 I /4" STAINLESS STL. CHANNELED LETTERS f Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX S 10.8 6 S .1 61 1 DEEP POLISHED STAINLESS STL. NEON LIT CHANNELED LETTERS Seal: 6216 � REGISTERED ARCH1 _..��� \\; � DENNIS MICHAEL HEATH STATE OF WASHINGTON `,r I. NEON TUBES SHALL NOT BE EXPOSED/ VISIBLE 2. SUBMIT SIGN SHOP DRAWINGS FOR L.L. APPROVAL PRIOR TO FABRICATION S. SIGN CONTRACTOR IS RESPONSIBLE FOR ENGINEERING THE SIGN TO PRODUCE EVEN ILLUMINATION DEVOID OF ALL "HOT- SPOTS" OR SHADOWS ALL SIGN MUST BE ILLUMINATED. FASTNERS 4 LADLES (UL OR MANUFACTURERS) MUST NOT BE EXPOSED TO CUSTOMERS. PAINT ALL INTERIOR SIGNAGE SURFACES WHITE. I. SUBMIT SIGN SHOP DRAWINGS FOR L.L. APPROVAL PRIOR TO FABRICATION 2. FASTNERS $ LADLES (UL OR MANUFACTURERS) MUST NOT BE EXPOSED TO CUSTOMERS. t. . _ Consultants _ ° r_.f, L ;' �_ -. ._. , .. NO. DATE REVISION G/28/01 LL PRELIMINARY SUBMITTAL SCALE:1f2" =1'-0" STOREFRONT SIGNAGE 5 SCALE: SW= 11-0" INTERIOR SIGNAGE 2 i0/10/07 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /O8 /o ISSUED FOR PLAN CHECK 1 1 CHROME FACE ROUTED XXI COPY. SACK W/ FLEX! CLASS W/ XXI BLACK/ STANLESS ST. LETTERS OVERLAY, "INTERNALLY" m / 4' -q 3/4" 4 ) , 4' -41 � ' \ DREss JUSTIFY LETTERING WITHIN OUTLINE. OUTLINE FOR REFERENCE ONLY G.G. TO PROVIDE 2" SATIN ANODIZED LETTERS TO BE FROM "GEMINI" INCORPORATED GAFF METAL TYPE. FONT TYPE TO BE RIBBON I -BOO- 538 -83T1 NiG _ Rooms 1 / j ;, • I :: • • PLAN CHECK RESPONSE, � j OI /Oa /08 F2I 4 LANDLORD COMMENTS ���'_ °� ✓�17 Ci' '( `-, T ; - ,., . ILLUMINATED W/ NEON 6500 WHITE 15MIL. W/ REMOTE TRANSFORMER ` '' ` ` ; "' U.. 1 r ,.. ...; F O I E V E m\ MIRROR POLISHED STAINLESS STL. NEON LIT CHANNELED LETTERS F'��9vi1 � C��6� i � Sheet Title TYPICAL SIGNAGE DETAILS — � ^ I \` YI1 01 ,..171G 1 9 - ,1 II' I METAL PLATE — I TO BE SECURE TO WALL AS REG., I SEE STRUCTURAL FOR FURTHER INFORMATION. l F O R E V E \ \ S , • N " '�' ETA I) PLATE TO BE SECURE TO NALL A5 REG., . EE STRUCTURAL FOR FURTHER INFORMATION. . STFUTURAL ENG. TO ADVICE ON ATTAGHTMENT ETHOD. G.G. )TO PROVIDE PROPER BLOCKING 1 I T SOLID STRUCTURAL RODS } 2" z T TO + D ENGINEER BOARDING UP BE IPLEMENTED STOREFRON YPIOR ; . ` " I ` L SUBMIT SIGN SHOP DRAWINGS FOR L.L. APPROVAL PRIOR TO FABRICATION 2. SIGN CONTRACTOR 15 RESPONSIBLE FOR ENGINEERING THE SIGN TO PRODUCE EVEN ILLUMINATION DEVOID OF ALL "HOT - SPOTS" OR SHADOWS, ALL 516N MUST BE ILLUMINATED. FASTNERS 4 LADLES (UL OR MANUFACTURERS) MUST NOT BE EXPOSED TO CUSTOMERS PAINT ALL INTERIOR SIGNAGE SURFACES WHITE. r ' % 2 1/2" \ -� LINE OF FINISHED F21 STOREFRONT , 1/2 = - BLACK/ STAINLES5ST. LETTERS I /4" TO 1/2" EDGE LIT AROUND SOLID STRUCTURAL NON ILLUMINATED XXI RODS CHANNEL LETTERS I ' y 2 1/2" -� LINE OF FINISHED 1 STOREFRONT 1/ i Job No. 2K -617 DATE: SEPT., 2007 SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No A4.3.1 SCALE :1" =1'47 EXTERIOR STOREFRONT BLADE SIGNAGE-2 7 sccLe , & =1 '-' LARGER STOREFRONT SIGNAGE 4 SCALE: 1- 1/2" =1'-0' DRESSING ROOM SIGN 1 LINE OF DOOR FG_6 MIN. Q" TO SLOPE • ALUMNINUM THRESHOLD CONCRETE FLOOR \ " 1 I 1 / LINE OF DOOR r ALUMNINUM THRESHOLD 4 "`` .G FE,-I \ I /8 "THK. ZING TRANSITION -I] STRIP \ \ ZINC OD gab 4 \ \ _ c p I/ F G \ AN ITION STRIP \ OP -I I G \ 6 l \ FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION 5 (INCLUDING, CLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCH ITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. I . MO EXITING ` - / • `� , • ,, , .,.,, > , ,,,../4/ , ,,W/,,, ,,,, , , ■ 1 I 1 GLUE DOWN WOOD FLOORING G.G. 1 1 VAPOR BETWEEN AND ,,, ,,.,,,,, , ■ ;` ,/ /ZJ4 R 1 TAR BED { TO PROVIDE BARRIER MORTAR GONG. SLAB '' • � ` I II I ;1---,. \ cw x I _ . 1 pr.- WI i •,, ::.................::' :::::.: ::::::::::::::::::::::::::::: k1 ti . r �!� –\ — _ MORTAR BED VAPOR BETWEEN AND MORTAR BED BARRIER MORTAR EXITING GONG. SLAB "'\ r ,� : > c , r .� , rl n u ( .J � I-I `\ \` \ / 1 1 , ,1 WATE: ' ROOFING MEMBRANE A 1 ' CAULK COUNTER SINK FLAT HEAD SCREW `\ , .1 1 \ \\ I I .1 \ 1 • 1 1 .11 A 1 •1 1 ORTAR BED 1 \ MORTAR =• !DING � .1 TO LEVEL ELE TION COUNTER SINK EXISTS CONCRETE SLAB FLAT HEAD SCREW NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIP INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS OTHER IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. HALF SCALE FLR -STONE TO CONCRETE 16 HALF ALUMINUM THRESHOLD 12 HALF SCALE FLR -WOOD TO WOOD 8 HALF SCALE FLR STONE TO STONE -STONE 4 1 LINE OF DOOR ( ( ( . q II TO S MIN. ( • F ( ( ALUMNINUM , THRESHOLD ( ( GONGTRETE FLOOR ( ( ( ! 1 / / il l \ / 2 LINE OF DOOR ALUMNINUM THRESHOLD � ' � ) � ) 1 / ) ) ) \ ) 4 ) F ) -I OR / MIN. 2" TO rRA , 2 " / SLOPE ZISTRIP / FC� OR Fc -� f ■ :3 / f MIN. 5" TO SLOPE v8" T HIG TRANS ` 3 / NG ON STRIP / FG -12 • F O R E V E SOUTH CENTER 836 SOUTHCENTER TUKWILA, WA 98188 -2888 R MALL � \ •% • \ � ry WA Consultants N I riP ( �) � �)() ' • ... lea.: ; + vv :� +� s�,. .. _ ry a .ter.., s . . . .. . . • \ , , , L A t 1 / 1 WATERPROOFING MEMBRANE CAULK 35-LAYER SEALANT COUNTER SINK \ FLAT HEAD SCREW GLUE Deg N • ) NO* FLOORING J ) 1 ) J ) ) ) :. MOTOR BEDDING TO LEVEL i= LEIATION; PROVIDE VAPOR BARRIER BETWEEN MORTAR AND EXISTS CONCRETE J MORTAR BED MOTOR BEDDING TO LEVEL ELEVATIO ' � (. 1, \ \,\ ( ` \\ I I ( / ; \ \\ • / ( ` MORTAR BED ( ,\ ( 1 1 TO LEVEL ELE <TION 1 MORTAR B' 'DING COUNTER SINK ( FLAT HEAD SCREW EXISTS CONCRETE SLAB ( ( 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 HALF SCALE FLR -WOOD TO CONCTRETE 15( HALF SCALE ALUMINUM THRESHOLD 11) HALF FLR - WOOD TO ARDEX 7 HALF FLR -STONE TO ARDEX 3 6216 REGISTEREI,_�`. ARC -, .`\��,..: !t`" DENNIS MICHAEL HEATH STATE OF WASHINGTON GROUT TO MATCH I /8 "THK. ZINC STONE FINISH TRANSITION STRIP - — L _ 1 . LINE OF POOR ALUMNINUM •,RESHOLD \ \ GP - 4 ' `, \ - 1 1 - `- -- - - - -- OR - PG-6 / 0. I/4" THICK ZING TRANSITION - RIP / MATCH WITH EXISTING MALL FLOORING; GHEGK WITH MALL MANAGER -seal. r. F- ' - I C L -- - w ' •- - --- I/8" THIG• ZING TRA - ION STRIP I F ' a (F� -� 4 ___ . _ Consultants 2 \� `• f? \ ry \ ( O '•. , ,a,� ,� i L H .: _ y \ / l \ MO' AR BED I NO DATE REVISION EXISTING CONCRETE MORTAR BED / / / THIN SET MORTAR BED / / G.G. TO PROVIDE / VAPOR BARRIER BETWEEN MORTAR AND EXITING GONG. SLAB c 1/2S /O1 LL PRELIMINARY SUBMITTAL 1 1 /'l ,. _ 1 I I . 1 1 1 . 1 , I o'TAR BEDDING LEVEL ELEVATION / C L.UE DOWN / / EXIST'( CONCRETE SLAB ' / WOOD FLOORING COUNTER SINK FLAT HEAD SCREW 10/10/01 FRELIMINARY RE- SUBMITTAL FINAL LL SUaMITTAL. II /08 /07 ISSUED FOR FLAN GHEGK PLAN GHEGK RESPONSE, OI /o /OS 1=21 $ LANDLORD GOMMEN7 ef- ^Ei, Ir7 i s T fl' A 1r i i I t..4 i;n '�;1i� ! HALF SCALE FLR -STONE TO PEBBLE STONE 14 HALF FLR - WOOD TO VINYL 10 HALF FLR -STONE TO MALL FLR. 6 HALF SCALE FLR —STONE TO TRAVERTINE 2 pEHPUnE ULNIE (E)MALL ORRIDCR EXISTING CONCRETE FLO SERVICE R ; LINE OF DOOR • UMNINUM THRESHOLD / � aso / LINE OF DOOR ALUMNINUM 4 THRESHOLD \ \ OP \ ' ` OD FG-'6 MIN. q" TO SLOPE AS REQUIRED OD OD OR OR CO I /8 "THK. ZING TRANSITION STRIP FG -6 O OR \ L1 = r f F T ^.: LEASELINE I/8" THICK ZING TRANSITION STRIP Sheet Title FLOOR TRANSITION DETAILS _ \ \ 1 Job No 2K-617 � � ( i (.� �\ . r, % / MORTAR BED I EXISTING CONCRETE N I < I L DATE: SEPT., 2007 .. Li () r . C) (, 0 {, 1 .: 1 / ! 1 GLUE DONN MORTAR BED / WOOD FLOORING G.G. TO PROVIDE VAPOR BARRIER BETWEEN MORTAR AND EXITING GONG. SLAB I / i \ 1 MORTAR BEDDING TO LEVEL ELEVATION EXISTS CONCRETE SLAB COUNTER SINK FLAT HEAD SCREW I I .1 •1 i' '∎ . :: / 1 1 ,1 GLUE DOWN WOOD FLOORING SCALE: e \ / 1 • ; j I► ;'1 1 I I \ 1 CAULK ._, \ \ COUNTER SINK PLAT HEAD SCREW \ •1 DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No. A4.4.0 HALF SCALE ALUMINUM THRESHOLD 13 HALF FLR -STONE TO VINYL 9 HALF SCALE FLR -STONE TO WOOD 5 HALF SCALE FLR - STONE TO MALL FLR. 1 (_ 121/4 + / ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) LINE OF DOOR ) ALUMNINUM • THRESHOLD \ \ \ ) \\ > ) ■ \ FG . • -4 2 f / 2' f I' FOREVER 21 7 INC. r Alameda Street 2001 S treet � CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 1 3/16" '° 1'16" 1/2 CONT. EXTRUDED ALUMINUM FRAME CUT DOWN AS SHOWN ( 1 2A311000 w/1/16" SHIM, TACK MOUNT TAPE AND PLUG WELD NEW FORMED ALUM. SIDE FRAME NEW 1/4" ALUM. 5/16 -18 x 2" FLAT HEAD CAN BE SEALANT JOINT REQUIRED CENTER PLATE ASSY. S/S MACHINE SCREW. 78" o.c. FILLED W/ W/ 1/2" RECESS FOR FLOOR FINISH (90H211002) SEALANT BY OTHERS TO P REVENT DAMAGE OF ADJACENT FLOORING 1/8" 1/2" FINISH AND SETTING BED (BY OTHERS) 5/8 LATEX GROUT AS REQUIRED (N.I.C.) FLOOR FINISH AS SCHEDULED (N.I.C.) 1 WI i yy2 CA \ �! 14 . .:� 4 4 � /' 1 ,, \ / \ _ � CIRCLE RADIAS : 4' -0" CIRCLE RADIAS : WHITE TILE. SLACK TILE. 2 -0„ NF - ` - f - 4' -0" " 7 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. • ' p — = t 7/8 p .d — . ' ' . — i _ • •r � `:;•:. ": • '', " . " •���. :' • l • � ����,•■.,�l���.,+, d MACHINE SCREW � � ' < 18" o.c. � . (90H125002) • p • . p Q - . • ' • • .-,'°..4. • 2, P p "• = ro p d '. , Q d • ow- d % 1 /4 1/4" . 24 "c.c. 'HEX Ho • � WEDGE GE BOLT LT - (90H128004) Q , 14 1/8 S RING STEEL • • 4 TURN BAR ASSEMBLY (12F0D3017) W /SPACER d d (12F110000) • . • v. A ° - 2 7/8 - d p • 3 1/4 - 6" . • p ,� . • • v Q •. o a a • d NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL DRAWINGS, MODELS T GRAPHICS AND MODELS THEREOF ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SJ P F -6OO R mod. HALF SCALE EXPANSION EXPANSION JOINT DOVER CONTACT: EXPANSION JOINT COVER SYSTEMS CONSTRUCTION SPECIALTIES, INC. HAROLD i 1ATH IAS TEL: 570 -546-4573 FAX: 908 -849 -4273 WWW.G- SGROUP.GOM • • r • • • V V y r. " '` JOINT COVER FLOOR COVER CONTINUOUS CENTER PLATE (N.I.C.) - � \ XX][ F� REV E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA WA 9818 &2888 '.<‘;‘,V.,,?< 11 7/8" T. T RO UND HEAD STAINLESS STEEL S STEEL MACHINE SCREW TURN BAR AND RIVNUT 24" o_c. 24" RIVNUT •� • • " • • X , �r r .,,S<, .>"/„." .".\, � � x>�,r�T r ti r y v . , . , . b I L� . ,__...• ,.- �J...,_ter ., __ . ,___,- . ,._.-.• ,..- �!..,_ —,. - ; .. .—/ (I �• vT� ..`.a, ; 1. �..4. --.�. .� :.'.:''. ,'.•'.' --�.' ., -'i . �. �..4. --.� > .'., .'.�'. •.-.• .�..'� .'.' ... x/ r Allwr" lw". i�i���. CONTINUOUS EXTRUDED ALUMINUM FRAME (12A097000) is r , #8x1 1/2" TEK SCREW 24" o.c. (90H139002) Consultants -- ■ V� y • y vh x K x ) ) ) d --- 1 • . . • X k •. k y YX Li 1 I ] r J / ' MORTAR. BEDDING T Lb/EL ELEVATION ) // EXIST CONCRETE SLAB ' ) COUNTER SI SINK ) FLAT HEAD 5GR1;W ) ) 1 ') GLUE DOWN FLooOONG y RADIA5: ,v w _ > >, x'Y. _ ">/x, y. ,, , , GURGLE 4' -0" 6 " -600S EXPANSION HALF SCALE SFW WALL COVER JOINT EXPANSION JOINT COVER CONTACT: 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 EXPANSION JOINT COVER SYSTEMS CONSTRUCTION SPECIALTIES, INC. HAROLD MATH IAS TEL 570 - 546 - 4573 FAX: 90B -849 -4273 WWW.G- SGROUP.COI`1 SCALE : I/4" = I' -O" COVER @ WALL COVER 8 ) HALF SCALE FLR - CORK TO VINYL 5 SCALE; 1 /4 " -1' -0" FLR- CIRCLE RADIAS 4' DETAILS 2 meal: 6216 REGISTERED .`�\ � ARCH! ?�E_- DENNIS MICHAEL HEATH STATE OF WASHINGTON 2 -- WAFER HEAD 24"o,c. S HO P INSTALLED DURAFLEX GASKET (12V0130D0) ATC CEILING (N.I.C.) ) ) ) ) ) ) ) ) ) `� = m ) ) ) ) ) ) ) ) I/S "THK. ZINC GLUE DOWN TRANSITION WOOD 1'LOORING; STRI SEE FINISH FLAN FOR EXACT FINISH f 2' f W4 i 2' f __-...,---..-_ .. .. .._. _. 54 d d CL ,'LA " BLOCK N SUPPORT ) /' I^ . ■ I STAINLESS STEEL TURN BAR 24" o.c. #8x1/2" TEK SCREW (90H086002) Consultants , : l .` •` p • � • � � y . +. ♦ ', ► *� ► • +��� r _� r F . -,-,7 � 3 5t _ GIRDLE RADIA5: 4' -q" WHITE TILE. - 4 2� 0 ' TYP. -I .. . 1 ._.. -- r —�•—_- -- / � CIRCLE RADIAS : �l•' -ol" BLACK TILE. _ 1 CONTINUOUS EXTRUDED CONTIN :■S ALUMINUM ALUMINUM FRAME C R PLATE (12A097000) ' ROUND MACHINE 24" AND Hy CONTINUOUS EXTRUDED SCRE ' ALUMINUM WALL CLIP o.c- • JAPTOR (12A099000) RIVNUT 1 - ° F - _ - _ T 4 T T � c NO. DATE REVISION . 1 ' 1 I , .1 I 3/16 "THK. UNDERLAYMENT 1 , r •T l ; _ ;: = u c n? - '/28/0 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- 5UIBMITTAL 1 1 7 /s" S FVV -600 ACOUSTICAL CEILING COVER EXPANSION JOINT 11/05/01 SUED FOR FL N A HECK ISSUED PLAN CHECK RESPONSE, 01/0 F21 LANDLORD COMMENTS COVER EXPANSION JOINT COVER. CONTACT: . PANSION JOINT COVER SYSTEMS CO RUCTION SPECIALTIES, INC, NAROL� rATl -IIAS TEL: 570-5-4 • 4573 FAX: 908- 849_4 - WWW.C- SGROUP.COM - x" . > >>>. u,, u x ,',` ?u /.1 A' S " . 'JAL y E CE ^ /';D C1-r`/ _t. Tt t' x A :^: ^:w:;:; ACOUSTICAL CEILIN t ) HALF:WALE FLR - CORK TO WOOD 4 / . P - uvs! I (ate& I � SUSPENDED CEILING SYSTEM, Irs SEE DETAIL 3/A4.1.1 1 J ) ) ) ) ) �� ) _ � `m ) ) ) ) ) ) FG I I/8 "THK. ZING OR TRANSITION I'G STRIP -4 \ � �. -6 1 / ` ri, ...___ __.=. Sheet Title FLOOR TRANSITION r� ✓� _ ( � & EXPANSION ( JOINT / ) � � DETAILS ) .9., ':„..Y > f„, • \: xx •; 111111•11E �''.›,‘, Y v " 4f ` � xVx � h >2.''''.;,% W � 6" - • x ?y � .. ` , k� ri :i x �. r x T � � � � ��� r y � CONTINUOUS EXTRUDED ALUMINUM FRAME (12A097000) I #8x1 1/2" TEK SCREW 24" o.c. ( 9OH139002 ) �� 1 .. � � -, _ . R µ .. Y .. � - r ^ fi 1 •., a.� �' J \ (( :� �,� • �: \;) r C) C ' 4) ( (* F, •' `\ Q. 1 ,. r ... , .. _ AA - • i /\ \ 1 l ■ 1 1 ., ` 3/16 "THK. \ UNDERLAYMENT' 1. ' . , . . f r •.• •.• .. ... ... •.: '.•ef ... i o i . • �...''. •.• .•. '.' '' . '.'. '.�•. .... :• %_:�;..: , .;— '. ,�; . .. .. .. : ... . y . Ir\►.rCrI∎ Orr' rr►•I\�rr'r�►`rr►����`rrti►wr►`r ,-- , ,{ ,- -- y • , �..;- • •, . ,..Lf•. ,._. / . •,... ,�- 1_1 Job No. 2K-617 1_1 77 SEE RCP FOR FINISHES CENTER P CONTINUO AND RIVNUT 24" o.c. 'TE MACHINE SCREW TURN BAR S ST. STEEL ROUND HEAD STAINLESS STEEL 11 7/5 . . ® \2< DATE: SEPT., 2007 SCALE: .;,�.:: Y X X DRAWN BY: ELI. N ,, , ,.',/ , ti `, a u , „ \x, VS x v �, x,: a , y >, \X X' � �. <_ a rt. �X X N CHECKED BY: M. LEE GIRDLE RADIAS : 4' -q” EXPANSION JOINT COVER CONTACT: Sheet No A • n( � S FW6(�00S DRYWALL CEILING COVER EXPANSION JOINT COVER SYSTEMS CONSTRUCTION SPECIALTIES, INC. HAROLD MATI --IIAS TEL: 570 -546 -4573 FAX: 90B-8.49-4273 WWW.C- SGROUP.COM SCALE : 1/4" = I' -0" HALF SCALE EXPANSION JOINT COVER @ GYP. BD. CEILING 6 > HALF SCALE FLR - CORK TO STONE 1 3 SCALE: 1 /4 " =1' -0" FLR- CIRCLE RADIAS 4' -9" DETAILS 'I L FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 M4K PO R EXTERNAL ALARM GABLE. T' MAX.\ MAXIMUM GABLE LENGTH 25' OPTIONAL EXTERNAL ALARM UNIT. Planning The antennas different ways install the Figure f; "• r equipment a 2. Decide whether to use screws or tape to the Installation attach the mounting channel. and cables can be installed several s Tape installations. N rou can use tape to so you must decide hour you will install the mounting channels to aluminum, before you begin. steel, Or painted steel surfaces; however, the mounting channel and wall must fit ing outing ptions flush, so the wall surface must be fiat without bumps or ripples. If the m ounting CAP BOARD ENGLSR. WALL MOUNT FACING STORE INTERIOR. LOCATION T.B.D. ON ❑ SITE BY STORE MGR. I 1 I I I 1 I I I I I ( I) MAX. (PROVIDED 3/4" 1.25" QUAD REG - AGLE• 120VAG, 24 - HR, DEDICATE+ WIRE CIRCUIT WITH 0.5V BETWE NEUTRAL AND GROUND. LOCATE WI 6' OF M4K POWER PACK NO META -- BAR OR RIGID CONDUIT WIRE MESH ` HIN 12" CONDUIT LENGTH 55' OF SIDES AND 1 " o B7 G.G. BOTTOM OF ANTE ANTENNA B.P.P. BFF MIN TO 2" MAX. 1.25" MIN TO 2" MAX. ANTENNA S.F.F. ANTENNA B.1^.P. 5" MIN TO 2" M 1.25" MIN TO 2" MAX, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES. DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE - channel does not la flat o n th wa you AMMIIIITMEMINNEVAMINV must use screws instead of tape. Il ;; l : In -wall cabling in-floor cabling . `R: 49 Screw Installations. Ensure that the wail is strong enough to support the antenna, Figure 3. Mounting channel parts II L L of L I T ' - NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @FOREVER 21 1999 ALL RIGHTS RESERVED. - - - - - - 1 1' !:: 1 = ': ; : • Attachment Cables (top entBiy � E 1 �,;�rrl l. Illo;. Cable . LL- �" r CONDUIT TO G EILIN 'e w- �.........�..�..- guides I � 1 2 " P ALL SIDES -1 r - I F - I .._....... ...,.._.........., w -_1 1. Determine whether the cabling will go In the mall, on the wall, or in the floor. note: In- Mounting �"'"^�� floor cable routing is not recommended, SO guides use In -Tall or on -tall routing when possible. e In the wall. The cabling enters the mounting channel at the bottom through Mounting knockouts, shown in Figure 3. channel ® On the wall, If you cannot route cable in the wall to the bottom of the antenna, route the cabling on the wall. The cables can be routed through EMT conduit or surface wiremold to the top of the mounting channel. The cabling runs to the bottom of the mounting channel through cable guides, shown in Figure 3. • In floor. Using the floor saw and the Knockouts appropriate blade, trench the floor from (left, right, antenna to antenna. Trench depth is 1.5 and beet() cm (3/4 1; trench width is 5 mrn (140. Trench depth allows for 5 mm (1/41 ) of floor compound above the cable. Make sure that the trench extends under the antenna location so cables can enter the antenna from directly underneath. #ri 114... . � . W ff I 4 1 .. I : ( >. I 1 , ? j MIN. A 111 L j L __ r _1 - - - - NO METAL REBAR OR WIRE (I) 3 /4" RIGID CONDUIT MAX. MESH WITHIN 12" OF SIDES CONDUIT LENGTH 3' OF AN TENNA BOTTOM XXI[ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 - 2888 q y X N.T.S SENSORMATIC FLOOR-MA 3 / 110 A/C. DEDICATED GIRGUIT INSOLATED GROUND Y2° EMT STUB Consultants ABOVE cL �-,�- I i h/ l;. - T r ■ 1 I r �.. I . 1 _ 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 I`" I } t ' I I ' 1 PRIMERY t y (° r W- .. L..S..r'' Ld n.. a ' L. _ 1 �t. - „. ' N.T.S SENSORMATIC DOOR -MAX 5 1 1 OPEIJ TO '� I ' MALL CbRRI�e` SECONDARY Seal: 6216 ISr 71 REG ARCH _ TERE ..: \ DENNIS MICHAEL HEATH STATE OF WASHINGTON =: Sensor atic Ultra Max Detection Systems Digital 1 r FEATURE /BENEFITS * Narrow, designer look appeals to upscale retailers. : • Compatible with all Ultra•Max labels and hard tags. I LTL__ Consultants ;_ ^,' } I I I I I- I t ' P. MERY 1 -- � *Built -in audio/visual alarm and alarm counter. SPECIFICATIONS Receiver • inputs: 2 parts • * Center Frequency: 58kHz Transmitter • Outputs: 2 ports * Operating Frequency: 58kH * Transmit Burst Duration: 1.6mS • Transmit Current: 16A peak • Burst Rate on 50Hz ac: 75Hz or 375Hz e Burst Rate on 60Hz ac: 90 Hz or 45Hz Alar } _ • Alarm Relay Output: DPDT contacts r • Contact Switching Current: 1.OA max. * Contact Switching Voltage: 28V max. • Lamp/Audio Duration: 1 -10 sec. (1 sec. Increments) • Audible Alarm: Drives 01 EC76A and 01 MC7fiA0Q0 remote DESCRIPTION alarm The Digital Door -Max system features remarkably slender door- Environmental mount antenna and Digital Signal Processing capabilities that * AmbientTemperature: 0 to 50° C (32° F-122° Ft ensure superb Ultra *flax detection performance. The Door-Max * Relative Humidity: 0 to 90% non - Condensing antennas mount to door frames, walls, glass, and other surfaces Regulatory at the store's entrance /exit. The elongate shape and mounting • Safety: UL1950, Can/CSA C22.2, No. 950 location blends the antenna into the decor for an Open * [ EMC: 47 CFR, Part 15 Architecture appearance and a discreet approach to detection. Electrical I 1i Specifications - er sup�l • Primary Input: 100- 12OVac or 220- 24OVac 50-60 Hz Digital Door-Max can cover exits up to 1.9 m (6.2 ft. wide using the following configurations: single antenna system; dual antenna 'Primary Power Fuse: 5A, 250V, slv- blow, hi breaking • Current Draw: 3.5Arms system; single antenna with Ranger receivers; single antenna • input Power: >350 with Satellite Receiver. � fin$ I Antenna * (HxWxo} 183.9 x 24 x 4.4 cm (72.4 x 9.4 x 1.7 in.) NO. DATE REVISION G1/2a /O LL PRELIM SUBMITTAL to /lo /o-f PRELIMINARY RE- SUBMITTAL N.T.S SENSORMATIC F LOO R- PEDESTAL 2 FINAL l-1- SUBMITTAL. 1 1/043/01 ISSUED FOR PLAN CHECK PLAN GHEGK RESPONSE, ovoG/osP21 4 LANDLORD GOMMENT5 I ._ 4 .. ;. 3/4" INTERCONNECT 5/4" *L ALARM . GOND UP_ ENTER PEDESTA FOR FOR J 1 1 � i 1 J i L t i i'.�°S Pciivii I C;Liv i ER ." Zr / \ j Sheet Title SENSORMATIC DETAILS la STUB OGATED IN yr. OF IC r,� R ,r AL SECONDARY PEDESTAL CONDUIT FO' f� • O OWING: , HARDWIRED I . S Il h - %/4" GABLE TO 5- ONDARY PE► STAL GAEL 0 OPTIONAL EXTER • CONDUIT STUB UPS LOCATED CENTER OF 3/4" CONDUIT FOR PEDESTAL INTERCONNECT GABLE TO PRIMARY PEDESTAL L.S. Europe • Weight: 11.6 kg (25.5 lbs.) * digital 216 Controller • (HxWxD) 15 x 50 x 37.7 cm (5.9 x 20 x 14.8 in.) Product Codes (U.S.)* ZADDItII -1 Si * gle antenna system * ZADDM -1-R: Single antenna with Rangers • ZADDM -1 -SR: Single antenna with Satellite Receiver • ZC30 -ADS: 3 --tone digital alarm .. * 7C35 -ADS: Message unit Max. pod. spacing Total exit coverage Max. pod. spacing Fatal exit coverage Job No. 2K -617 Single 0.9 m (3') 1.8 m (6') X X PEDESTAL El r r \ ;, , \ _ d cil DATE: SEPT., 2007 � • P • ESTAL PROFILE SCALE Single with Rangers 1 . 2 m (4') 2.1 m (7') X . 45 2.63" " DRAWN BY: ELI. N Single with Satellite Rvr 1.5 rn (51 2.4 in (8'l X X MOUNTING PLATE CHECKED BY: M. LEE Dual 1,9 m (6.21 - 8 rr (12.4') X X Sheet No. A4.5.O . . R Not available in Europe N.T.S SENSORMATIC DOOR -MAX 4 N.T.$ SENSORMATIC FLOOR - PEDESTAL 1 L O/////, O///%/ / %/////O/// %rl'�' / %d'//// O///////%/O//d/,O / d/G/#..Off. /J////r �/%/O%//////////// %// %/ 14' -4" OPEN TO EELO 6 6' //./A/ 1' -11" 0 SEE STRUCTURAL DINGS FOR FLOOR OPENING AND STAIR FRAMING PLAN DETAILS SCALE: 3/8" = 1' -0" STAIR PLAN - LEVEL 2 6 I% //d////�% % ///G%/a. ///e6�,b/////////// %%//y4d/ d///// %/Ore'i//////�///////////'/////A 1 I 6 OPEN TO A OVE / I � 10'-3" SCALE: 3/8" =1 STAIR PLAN - LEVEL 1 5 (5) VS" THK. STAINLESS STEEL STRIPS PER TREAD, I/16" ABOVE FINISH OF TREAD (FOR SLIP-RESISTANCE) SEE PLAN TREAP - STEEL ANGLES SEESTRUGTURL DRAWINGS FOR SIZE 12" STAINLESS STEEL COVER I Y "I - I/2" 0 STAINL HANDRAIL BY BLU OF PITTSBURGH, OR APPROVED SI 1/2" THK. STONE FLOORING ON 3/4" THK. ORIENTED STANDARD BOARD BACKING AND 12 GA. METAL PAN WITH 2" CONCRETE 55 STEEL GRAFT ILAR. OP OF LANDING SCALE: 3" =1 TREAD - RISER DETAIL HALF SCALE HANDRAIL - BASE DETAIL 4 LINE OF FLOOR FINISH WHERE OCCURES \ \ STAIR FIN H 5T NE STEEL STRINGER TO BE PAINTI =D 4 " 1/2" THK. TEMPERED GLASS RAILING FELT TO PROTECT GLASS STAINLESS STEEL CLADDINGS 77 1- m 7 1- STAINLESS STEEL CLADDINGS REVEAL POLYVINYL SETTING BLOCK PAINTED DRYWALL 3 LINE OF FLOOR FINISH L 1 1 STAINLESS STEEL POLYVINYL CHLORIDE PROTECTIVE INSERT FOR GLASS 1/2" THK. TEMPERED GLASS SCALE: 3" =1'-0" HANDRAIL @OPENING 2 LINE OF FLOOR FINISH WHERE OCCURES STAIR FINISH STONE r L 1 1 1/2" THK. TEMPERED GLASS 2 " STAINLESS STEEL HANDRAIL MODEL #338 -5 BY BLUMCRAFT OF PITTSBURGH, OR APPROVED SIMILAR. POLYVINYL CHLORIDE PROTECTIVE INSERT FOR GLASS 1 Y-0." TO I Y2 "0 STAINLESS STEEL HANDRAIL SCALE: 3" =1'-0" HANDRAIL @STAIR 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK_ THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE_ NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Phone. 213.747.2121 Fax. 213.741.5111 F O R E V E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants 6216 REGISTERE ARCHI DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMI 11/05/01 ISSUED FOR FLAN CHECK PLAN GHEGK RESPONSE, 01/01/08F21 4 LANDLORD COMMENTS Sheet Time Job No. DATE: SCALE: DRAWN BY: CHECKED BY: M. LEE Sheet No. STAIR DETAILS 2K-617 SEPT., 2007 ELI. N A4.6.0 ( • 1 / - C ` r:31 L ..--1 I� T 30" l �� � ``' w i ADD F.R.P. J -MOLD ON (3) 5I DE5 FROM FINISHED FLOOR TO 4S" A.E.F. w y E i x 4S " MINIMUM CLEAR FLOOR SPA CENTERED UNDER LOW DRINKING FOUNTAIN UNIT ) ) ) S +5'-5" A.F.F. • FOREVER 21 , INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213J47.2121 Fax. 213.741.5111 FULL-HEIGHT METAL STUD BLOCKING ) ATTACH BA Y A ) B GH NGING UNIT TO ) METAL STUD FRAMING THROUGH = (4) PRE - DRILLED HOLES AT IS T.O. TABLE IN FOLDED POSITION J ..- _ m � r ��Z - �Z 4 ATTACH BABY CHANGING UNIT TO METAL S TUD BLOCKING THROUGH (4) / / --- RE- DRILLED HOLES AT 16 O.G. ON THE / BACK WALL OF UNIT - USE SCREWS AND EXPANSION BOLTS PROVIDED BY MANUF. / 'I� ) ALL OF UNIT O.G. ON THE SACK WALL - ) THE CONTRACTOR 18 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO S PLANS ONSAND SPE , DIMENSIONS PERT AINING S ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR S CE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. ) _ / / //// 3 5/S METAL STUD FRAMING WITH FULL - HEIGHT METAL / STJD / GY P. BD. WALL ) ) ► ' ) ) BLOCKING WITHIN STUD / /� ' BABY CHANGING UNIT (IN FOLD -UP POSITION) CAULK ALL AROUND UNIT WITH A N. ) ... ) ) ) �' THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRI EN PERMISSION OF THE FOREVER 21. THESE ARE CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNELONLYIN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVED. WHITE SEALANT - FOR PLAN, SEE / / a I +1 ( • 1 2' - 7" A.F MOU NTING HEIGHT r � 'I�II e ) l ) ) CAULK ALL AROUND UNIT WITH WHITE SEALANT BABY CHANGING BED SASY GHANG I NG TALE (IN OPEN POSITION) XX][ FCiREVE R SOUTH CENTER 836 SOUTHCENTER MALL TU KWI LA, WA 98188 -2888 ) 5/8" GYP. BD, WALL HI -LO DRINKING FOUNTAIN 5 •; PLAN AT CHANGING UNIT 3 SECTION AT CHANGING UNIT 2 ) /IA ) ( ) ( ) ( ( ) ( ) ( ) ( ) ( ) ( ) ) ( ) ( / f OPENING r I -5 ) () ) ) ) ) ) ) f ) ) Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 5 10.8 b 5.161 1 GENERAL NOTES: I. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING 3. GYPSUM BOARD CEILING TYPICAL. PAINT: AT LEAST I" INTO SOLID BLOCKING. 4. INSTALL C CONVENIENCE DUPLEX RECEPTACLES AT 44" A.F.F. 2. WATER RESISTANT GYPSUM BOARD, TYPICAL ALL WALLS. PAINT WALLS ABOVE F.R.P. 5 INSTALL GOAT HOOK 5' -4" A.F.F. CENTER LINE OF DOOR (TOILET ROOM SIDE). PANELS. 6. FOR TOILET ACCESSORIES, SEE SPECIFICATION SECTION 10800. FOR FIXTURES, SEE PLUMBING SCHEDULE. 2 ' X 3' MIRROR- INSTALL ) ( ) C: . C L. 7 _ ED SOAP DISPENSER \ 5 I/2" 3' \ \ ¶\ � MIRROR DIRECTLY TO GYP. BD. WALL -GUT MIRROR A5 REEGUIRED. TOILET SEAT COVER DISPENSER. (MOUNT WITH SLOT UP AT NON -H.G. TOILETS) INSULATE / EXPOSED HOT WATER AND 'I ) ( ) ( ) ( ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( f — — i_ _ Ea — — _1 Ea f BABY CHANGING TABLE � D WOMEN'S A OFF. RESTROOM SIM. f II-0" i u t T`(P. IS MIN. / / \ ) ! - ,, -- : ` ° ) I ) ` . __ _� _ ` l -_. -- a ° " ) - r "'""'__ ) - ) ) ) ) ) ) ) ) ) ) ) ) Seal: 6 21 6 � �\ ') DENNIS MICHAEL HEATH STATE OF WASHINGTON 1 Consultants 36 „ GRAB BAR ry v ■, ( I' -6” ' / ) r � cv PT -I I / x I- �I / I 1 / / (PT -) / // ^° 1 ) ( ) ( ) ( ) ( ) ( ( ( j ( ' ( ( ) ( ) ( ) ( ) ( ) ( ) ( ( ) ( ) ( ) ( ( ( ) ) ( ) ( ) ( ) ( ) ) ( J ) ) ) f `� NO. DATE REVISION 1/2S/O7 LL PRELIMINARY SUBMITTAL I I 10/10/01 PRELIMINARY RE-- SUBMITTAL ) DRAIN FIFES \ A 5 I I \ ) 110807 LL F FLAN / / ISSUED FOR HECK - n -� ) ) ) PLAN GHEGK RESPONSE, A OI /O1/08 F21 8 LANDLORD COMMENTS SASY CHANGING STATION \ \ CRO FT 41-0" MIN. 3' -6" MIN_ 3' -3" MIN 3' -5" MAX 12" MAX . / & O2 /OI /O8PLAN CHECK RESPONSE (2) I I ) IS „ MIN. EQ 11 9 ) ) ) , ) /) ) ) ) ) ) ) — _ _ MEN'S RESTROOM BABY CHANGING TABLE , EQ '' Sheet Title TOILET ROOM DETAILS . \ PT - I TOILET PAPER DISPENSER / 1 / z X - m, n1 I2" — L - N 42" GRAS BAR FEMININE NAPKIN DISPOSAL (AT WOMEN'S AND UNISEX TOIL1rT5 ONLY) ) f , / OPENING ) ) ) f ) = Job No. 2K C 1:3 f 3' MAX. ,� DATE: SEPT., 2007 SCALE: DRAWN BY ELI. N CHECKED BY M. LEE Sheet A4.7•0 MEN'S RESTROOM ELEVATION OMENS RESTROOM OPP. SIM.) � ' 4 > ENLARGED TOILET ROOM PLANS 1 ( • 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 NOTE: ALL ELEVATOR FINISHES TO SE DETERMINED BY TENANT 7 1/211 SEE FLOOR PLAN 5" GMU I OR OTHER WALL TT INFILL 4 GAR LINE EDGE _ � GONTRAGTOR U / _�� r OPTION: I. SAATOOTH GMU 2. FIRE RATED GYP SD &EMBLY 3. GROUT FULL HT OF JAMB FURRING 4 BD THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. � ill D_ EcIAJ. TfVMI1 GYP ; f (NIEG) FASCIA HEADER 0 Z O LH — HANGER GOVER SQUARE JAMB PROF HEAD PROFILE TO BE SQUARE W/ Q 2 6 LU T/O 51 LL ALL JAMS PROFILES NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, AND PROPRIETARY D CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT PERMISSION OF THE OREV R 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGNCIES, VENDORS AND OTHER PERSONNEL ON Y IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT 1 FOREVER 21 1999 ALL RIGHTS RESERVED. _t p r- NOT USED 3 NOT USED 2 DOOR PANEL sIG'HT CtiUARD tu 511-1- 5° x 5° x% ANGLE SILL SUPPORT (BY ELEV MFR) / / •- • J `�`�`� 4 ' -- I • • -• ' • ° . -- ° • W f f ooa ,,VI 73Rdal ,,VI 9 \ / 811 HO ISTSEAM :OO1 ,,5( - ,b1 V — O in BY KONE 2 Od3Ha3AO YH3"19 „VI j7 5 � � GAR LINE © -1 1/41, FASCIA XX][ F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Mr / 1 1H913H 3dO „0 / / / ` 1 \ / 7 \ ` \ W, 1 \ \ 1 ' SCALE:1 1 /2" =1'-O . DETAIL J� MAGHINE ELECTRIFICATION I -1/2 11 X 4" DUCT I DISCONNECT SUPPORT 1 DISGONNEGT GAR LIGHT Consultants ���� ■■ ■■ ■. ■■ 1` ■■■■ 1 7' -0" DOOR HEIGHT 1 ■ 1 7 1 fy - 11 11 11 111 111 / / 1 l l TI 1 1 IF 11 H]J IIIlnf IIII 111 II I! 1[ 111[ f II 11 If 1( I1 If � f If II UII II If 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 5 10.865.1 61 1 / / -- Ah _ - _m�... -" - a �.. , ; �. ? 1 �' w CT 7 \ ➢IIII,IIIII,II 441-if1F11ihi ll if 111111111111 IIIIIIIIIIIU it Il if if ll II If If If 11 If I11f QII • ® -� \ \ \ / / / / / / \ \ \ f if I f 11 11 lI -�ilil'� fi1;llHH�i�iF . f II if 1 11 IIU IIIIIIItIlIi III IIII11111111 II II II I II II 11 II II It III II lI y Ran 11 1! II if 1111111 11 111 111 Seal: 6216 REGISTERED l; ARCHITEC ": DENNIS MICHAEL HEAT' STATE OF WASHINGTON I VP \ 1 I Consultants .1 I _ R 1 1 1 1 1 II III It + 1-F l / 1 I II II 11 II II 1111 I[ I! 11 II I[ 11 11 111 [ If II II II II II 11 If II II II I[ II II III UHF 1111 ]F f 11111 IF; \ \ \\ I � 1 I V V ,l., / / I u f LI _. _ r / / a µ NO. DATE REVISION 1 1 � 't a : rlrr ,` l /25/0-1 LL PRELIMINARY SUBMITTAL SCALE: 3/4' =1'-0' CONTROL ROOM @ TOP LANDING ONLY 6 10 /1 /o PRE LIMINARY RE- SUBMITTAL. I II I I I :.l 1 Gel ` non 1 ( 1 �� 14', ,�:' 1 51 11 INTERIOR W IDTH E.' -5 I /5" HOISTWAY WIDTH FINAL LL SUBMITTAL.. II /0S /01 ISSUED FOR PLAN GI -IEGK FLAN GHEGK RESPONSE, A \ OI /Oc1 /O5 F2 $ LANDLORD COMMENTS NOTE: SEE STRUCTURAL DRAWINGS FOR GMU WALL REINFORCEMENTS AT ELEVATOR GUIDE RAILS AS REQUIRED FOR GAR. I I I i I I — 1 ! 0 / 11 0 A CITvi PLiirol 1 (;LN I tR q- e Sheet Title ENLARGED ELEVATOR SECTIONS & DETAILS 1 i , INTERIOR DEPTH 411) 1 11 �OR ■ 1 V p I. llo l 1 11 �� I , p• q 1.1 L T l - Job No. 2K-617 I � DATE: SEPT., 2007 x SCALE: DRAWN BY: ELI. N 1 CHECKED BY: M. LEE v M \ \ l 1 Sheet No. A4.8.O SCALE: 3 14 ' =1'-0' H OI STWAY PLAN IN—STORE PASSENGER ELEVATOR 5 SCALE: 3/4" =1'.O' ELEVATION IN H O I STWAY 4 SCALE: We= 1'47 4' PIT SECTION VIEW 1 1 METAL CHANNELS BY COUNTER SINK G.G. VERIFY PROPER FINISHED WALL SCREW TYP, SIZE AT FIELD 3 5/8" 20 GA. METAL STUDS @24" O.G. I I/2" HORIZ. WOOD BLOCKING BY G.G. NP. 3 5/8" 20 GA. METAL STUDS @24" D.G. I "X4" NON- COM PLACED HORZ.4 SECURE TO METAL STUDS \ W/ #6Xy DRYWALL 5GRE115(2)PER METAL STUD.. \ � 3 5/8" 20 A. METAL STUDS X24" O.G. I "X4" NON- COM PLACED HORZ.Lt SECURE TO METAL STUDS \ W/ #6X/4 "DRYWALL SGREWS(2)PER METAL STUD.. FLIREVE R 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 — — — — 5/8" THK. GYP. O. - - - 1— - - ,.:.. J m \ "' - - II `I II: 1 II . 1 - - - - - - - - I 71 - I' 1 1 5/5" THK. GYP. $D, 1 1 t I "' \ _ — — — f I I 1 11 1 1 . 1 1. 1 I — — — �!n 1. it I I I .. - s /8" THK. GYP. BD. _ I ] r — — .� - — — — • s - . _ T _ � %� ` .. •_ :..:.:::_ > BLOCKING BY G.G. "' — BLOCKING BY G.G. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION pISE ! S Ad SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. • • BLOCKING ItiMill_11111 _N m \ \ T Ii,+ - T 11∎ . ` 3" / / JJ 3/4" PLY WOOD PANEL SUPPLE FL-5 / D BY FINISH SUPPLIED BY OWNER INSTALLED BY G.G. / 3 /4 ° VER W BL 1 U 3/16" X 5/8" N BEH STANDA TY P. DTGH $Y G.G. IND 24" O.G. G H 3" 6° iii I 1 \ ° 3 / 3/4" PLY WOOD PANEL , � 1 W/LAMINATED FINISH PL -3 ( 2)NQN -GQM SUPPLIED BY OWNER INSTALLED BY G.G. 24 O.G. i S'HT. RECESS . STANDARDS SUPPLIED -• OWNER INST • • ' BY G.G. 3 \ L �' ,, -I /2'I 3" X 8'HT. SUPPLIED INSTALLED 3/4" PLY WOOD P ANEL / /LAMINATED FINISH PL -3 PI/LAMINATED SUPPLIED BY OWNER INSTALLED BY G.G. RECESSED STANDARDS; $Y OWNER BY G.G. �. \ l (2)NON-COM 24" O.G / TRIM. BY:SAROYAN #4405 CONTACT: TEL! (323) 3" / 58q -51O4 �� :// I -I/2" A - 3" � �W -q) TYP. METAL TRIM 3/4 PLY WOOD PANEL 1 IN/LAMINATED PL -3 WALL MOUNTING SUPLI);D BY OWNER, TRACK G.G. TO INSTALL SUPPLIED $Y OWNER INSTALLED BY G.G. PANEL $AR SUPPLIED BY OWNER INSTALLED BY G.G. RECESSED STANDARDS; SUPPLIED BY DINNER INSTALLED BY G.C. (SEE ELEVATION FOR HEIGHT) WHEN INSTALLING STANDARDS G.G. TO NOTE THAT THE TOP OF STANDARD I5 WHERE HOLES START AT THE EDGE AND THE BOTTOM 15 WHERE HOLES START 8" AWAY FROM THE EDGE WHEN INSTALL' c TANDARDS G.G. TO NOTE THAT THE TOP OF S • DAR) 15 WHERE HOLES START AT THE or , AND THE BOTTOM 15 WHERE HOLES 5 -'T 8" AWAY FROM THE EDGE WHEN INSTALLING STANDARDS G.G. TO NOTE THAT THE TOP OF STANDARD 15 WHERE HOLES START AT THE EDGE AND THE BOTTOM 15 WHERE HOLES START 8" AWAY FROM THE EDGE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN A SION O REVER 21. THESE ARE AVAILA FOR LIMITED REVIEW AND VAILA LIMITS EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SCALE: S ' - 1 -0' - BLE ' PUCK WALL FIXTYRE TYPE "0" 12 SCALE: S ' '- ' WALL FIXTURE TYPE "C" W/O MOLDING 9 = • LE : S " " - ' WALL FIXTURE TYPE "B" W/O MOLDING . SCALE: S - '- ' 1 -0' WALL FIXTURE "A" W/ MOLDING 3 ca 9 2 4 2 ' ;' y _ &. - LINE OF POP -OUT WALL. c- ' O \ \ 3 11 0 2 ' 3 11 81-IT. RECESSED STANDARDS; SUPPLIED BY OWNER INSTALLED BY G.G. 3II - 2' 5 " z IN5TALLED BY G.G. a f RECESSED INSTALLED STANDARDS; SUPPLIED BY OWNER $ G.G. XXJ[ F a R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 , I 1 1 1 I 1 I I I I I 1 _ 51-4" / MOUNTING TRACK SUPPLIED 15Y OWNER INSTALLED BY G.G. PANEL BAR SUPPLIED BY OWNER INSTALLED BY G.G. o w 4 w w e r ,,O-,Q ;NO v/G I I L II o w :u LIA tIl in O K < 7 > \ I 1 I W yj LIA ILI til to s \ _ \ in \ rf\ 1 I II I 1 {i 1 Consultants - . -'` 1 , w w tu , } f {~ .. r r M �'' l ' 1 1 y a L 1 1 . 3`` ' I R l ' r, > `. -`;: I I } I 1 1 I I I 3/4" PLY WOOD PANEL PL-3 SUPPLIED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. - 3/4" FLY W OOD PA NEL IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED SY G.G I II 1 I 1 I EL PL -3 INST ALLED BY G I I. 1 — - 1 1 11 I I 1 1 1 I I H = - \ m 1 c, 1 1 I I II 1 \ i 11 3/4" PLY WOAD PANEL IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. MOUNTING TRACK 2470 MARINER SQUARE LOOP A L A M E D A, CA 94501 TEL 5 10.8 6 5.8 b b 3 FAX 5 1 0.8 6 5. 1 61 1 Seal: 6216 REGISTERED REr ��/ ARC ►. ��1- . DENNIS MICHAEL HEATH STATE OF WASHINGTON _.. .. '1 4" HT. = •5E // / O w 7 W 4" HT. BASE 4" HT. BASE / 4" HT. BASE // Consultants , , / w / SCALE: 3' -11-0" PUCK WALL FIXTYRE TYPE "D " 11 SCALE: 3 " =1'O" WALL FIXTURE TYPE "C" W/O MOLDING 8 SCALE: 7 =1'-0" WALL FIXTURE TYPE "B " W/O MOLDING SCALE: 3' =1'-17 WALL FIXTURE "A" W/ MOLDING 2 i l 311 I I I 3 3/4 ' I I I 2 TYP. CONT. HORZ. BLOCKING " / W MIN. 3/16 X5/8 NDTGH BY G.G. SEE ELEV \ N - -\ i I 1 3 3/4" J I I I 2 I/2" TYP. CONT. HORZ. BLOCKING %/ W/ MIN 3/16 X5 /8 NDTGH / , I /, BY G.G. / SEE ELEV NO. DATE REVISION I 3,I � �' 411 COUNTER SINK SCREW TYP. METAL TRIM ,` - I � I I I I I ' U H ING / AI MIN. /16 XS/8� BLOCKING BY G.G SEE ELEV c1/28/O7 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL.. 11/0a/0 ISSUED FOR PLAN GHEGK FLAN GH1=GK RE5PON51=, o1/01/08F21 LANDLORD COMMENTS \ I ;� TOP OF FIXTURE \ �::I � ^ \ I 1 1 1 o < W L. 0 1 ~4 TOP OF FIXTURE 3/4" PLY 11000 PANEL IN/LAMINATED FINISH PL -3 SUPPLIED BY OWNER INSTALLED BY G.G. 3 -5/8" 20 GA. METAL STUDS . Q W 5EE ELEVAT[•• SEE ELEVATIONS / a \ \ 1 IM TOP OF FIXT 0 ni SEE ELEVATION 5EE ELEVATIONS v - \ \ MOUNTING SUPPLIED INSTALLED 2X BY PANEL 3/4" W /LAMINATED SUPPLIED INSTALLED \ TRACK BY OWNER $Y G.G. WOOD BLOCKING C.C. BAR PLY WOOD PANEL FINISH PL -3 $Y OWNER BY G.G. �- r YY y W -9 . - \ -, "�- e ' r r <, 5/8 GYP. BOARD p '' 4� ._ , ' 4 3/4" PLY WOOD PANEL PI/LAMINATED FINISH PL-3 SUPPLIED BY OWNER INSTALLED BY G.G. em u , ` . . F ..w NON -GOMI X4 PLACED HORIZONTAL AND SECURE TO METAL 5TUD5 W #6Xy4 "DRYWALL SCREWS (2)PER METAL STUD. 3 -5/8" 20 GA PLACED NO GREATER THAN 24 "O.G VERTICALLY. SECURED TO EXSTING WALL ASSEMBLY. SECURED TO EXSTING WALL ASSEMBLY THROUGH SHEETROGK INTO FRAMING W #6X2" TOP/BOTTOM SECURED TO WALL YI EACH STUDS. (1) #6X2" SCREW PER WALL STUD. — T_ I I , r © 1 � " ` I •� / 5/8" GYP. BOARD 3/4 II PLY WOOD SUPPLIED $Y OWNER NON- COMI "X4" W #64/4 "DRYWALL - 1 : � .A EGURED • EXSTING WALL AS5E ,- METAL LL TRAGK (1) #6X2" SCREW 6 PANEL 1N/LAMINATED FINIS PL -3 INSTALLED BY G.G PLACED HORIZO AL AND SECURE TO METAL STUDS SCREWS ( 'ER METAL STUD. LAGER NO GREATER THAN 24 " O.G VERTICALLY. WALL A55EMBLY. SECURED TO EXSTING Y THROUGH SHEETROCK INTO FRAMING W #6X2" TO �7TOM SECURED TO WALL STUDS -" Fora MET AL TRAGK '' '' ^ LL STUD. z 0 6 w L. _ '. t > ,� .1 1 �, 1 ::. I i1- I [I r- le: (1 11 I. I>` 1 r 11 � IN 1 1 1 1 1 : ' }.: P L — L CITY o : 112: - ILA L 1#i'✓i11 LL1 ' t Sheet Title TYPICAL WALL FIXTURE DETAILS 1 I P' r-, I 4 : s ' 1 �` Li h � j 1.1 1-i 1. 411 SEE ELEV - I = 411 (2)NON -GOM 1 "X4" W SLOTTED CHANNEL SECURED W/ #8X DRYWALL SCREWS: CHANNEL I "X4" ASSEMBLY SECURED TO HORIZONTAL NON -GOM I "X4" #6X2" DRYWALL SCREWS- TOTAL OF 4 FASTENERS PER VERTICAL I "X4" FOR TOTAL ON 8 FASTENER PER CHANNEL I "X4" ASSEMBLY. 1 = FA l ir (2)NON-COM I "X4" W SLOTTED CHANT- L SECURED W/ #8X/ DRYWALL SCREWS: CHANNEL I "X4" A55EMBLY SECURED To ORIZONTAL NON -COM I "X4" #6X2" DRYWALL SGREWS- TOTAL OF 4 FASTS — 5 PER VERTICAL I "X4" FOR TOTAL ON S FASTENER PER CHANNEL 1"X4" ASSEM Y. SE E EL \ Job No. 2K -617 DATE: SEPT., 2007 SCALE: =\ op. �` SEE ELEV I` ( 4"14T. BASE; 51 NATION F EXACT FINISH 1: DRAWN BY: ELI. N — < w i \ E1OTTOM OF FIXTU R fij IN- 4 "HT. BASE; SEE ELEVATION FOR EXACT FINISH n I i p ; ` — � .: 4 3 ' 1 I I I II % IY 1 1 o ¢ w \ T (. L 1 I ;, K BOTTOM OF FIXTU 0 4 °H T. BASE 5 ELEVATION FOR EXACT FINISH BOTTOM OF FIX ""IA 4 "HT. BASE SEE ELEVATION FOR EXACT FINISH n TA CHECKED BY: M. LEE Sheet No. F2•0.0 SCALE: S' =1' PUCK WALL FIXTYRE TYPE "D " 10 SCALE: 3 " =1'-0" WALL FIXTURE TYPE "C" W/O MOLDING 7 SCALE: S' =1'-0' WALL FIXTURE TYPE "B" W/O MOLDING A SCALE: 7=1'-0" WALL FIXTURE "A" W/ MOLDING 1 BD. PANTED - IN/ PT-1 /" I/2"THK. PLAY WOOD PAINTED 1A1/ FT-1 / . , - ''. ... 1 ) ) ,) ) 3 5/8" 20 GA. METAL STUDS (4 O .G. 0 GYP. , ) , ) \ s ) , _ / SEE FLR. PLAN FOR NALL TYPE 24" . P FINISH TO MAT CH WOOD FLOORING 1 LYWOOD IN/LAMINATE I -- I" FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 ) ' ) \ \ 5/8" THK. GYP. 50. WOOD CORNICE MOLDING NAME: FAIRFAX, *G334 BY OUTNIATER TEL. PAINTED PNITH FT-I 500-S3S-4400; 911111\gl • - THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICA'TION WHERE APPLICABLE. . ', = , ) r VE MOD 13LOGKING 13Y G.G. - - _ ,-,- „- ) Zn ) ) ) ) , ) ) ) ) )1e ) ) ) ) ,) I >.< >< 1 " 1 - .- .. - - I-1/2" X I-1/2" X 1/4" 3" 3/4" PLY WOOD IN/LAMINATE *4-Q KALLASY MATT FINISH 5Y INILSONART; }41-cl SUPPLIED BY OMER 4" THK. CLEAR MIRROR 5Y G.G. INSTALLED BY G.G. TRIM. BY: SARGYAN #4405 GONTAGT: TEL: (323) 351-5104 VARIOUS KC: SEE PLAN 4 ELEVATION 3" coc.)N 1 INULAb 5 1 ttl_ ANGLE 5Y G.G. / . T 2X WOOD BLOCKING 3 5 /5" METAL STUD IN NALL / FOR BLOCKING HOLLOW ALUM. STAINLE55 -- STEEL. FINISH LEG. NOT USED A5 SUPPORT MEMBER. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. ) IrALII r E IWP TYP. MIRROR FIXTURE TOP SECTION @ SALES AREA 7 SCALE 3w = V HDCP ROOM BENCH 4 " = SCALE: 31' SIGN MOLDING AT BACKWRAP 10 ) METAL BRACKET I/4"x2 1/2" MIRROR FRAME PAINTED GYP. BD. 2"x5"x1/4" METAL 19._ATE WELDED TO FRAME TO ATTACH TO THE FLOOR ,_. • ' _, . XX][ `--) P C, R a NI a R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188-2888 3/4" FLY HOOD Al LAMINATE #D45 WALLABY MATT FINISH 13Y AILSONART; SUPPLIED 5Y OWNER INSTALLED 5Y 5 .G. 3 5/5" 20 GA. METAL STUDS 04" Q.C. 5/8" THK. GYP 5D. VERTICAL MOP 5LOGKING BY Gt. - . y (<\ % Y4" THK. GL \ Zn TO BE ATTACHED TO THE ALL 1 •;1- 1/4" THK. MIRROR 1 NOTE TO G.G.: FRAME SUPPLIED BY OWNER, INSTALLED BY G.C.; G.C. TO COORDINATE IN/SUPPLIER LEMMA MARSHALL (510) 27I-5112 WOOD BACKING 11 1/4"THK. CLEAR MIRROR BY G.G. Zn \ I"x1/2" METAL. BA R 10 G.C. TO PROVIDE IN THE BACK CONTINUOUS BACKING ill Consultants n 1 A: TOP CONNECTION 1/0017 4 " BACK 1 NG B: BOTTOM CONNECTION , 1 r . - - kr ,.,. ..,. . _.,_ ,___ - - -- C, ': -,_ 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 SCALE: 3' = l'-04' MIRROR ATTACHMENT DETAIL 3 Seal: 6216 V REGISTERE 4111tV DENNIS MICHAEL HEATH STATE OF WASHINGTON it i 5"x5"x1/4"THK. MTL. NOTE TO 6 .G.; FRAME SUPPLIED EPr OMER, IN& ': •' . 7tr --; •,..1 .., '',:., ', ;. •%:5 ,'',.!`. 4 •:,'„ A,, , f'• -. .=!7e ‘''.- -:. ' --' 'Shil i -' : 1,,N :;-.'y ':‘ ,...., ..t 74;fA ;i . k4 4 _M K :.,, ;-- 25 INSTALLED BY G.G. G.G. TO BRACKET BE14IND 5A /%1/SUPPLIER ON BOTH SIDES TO ATTACH TO NALL .-. . .. * 4 L 4 ..- .... / ( , . ... x y=.1- n 3"x5"x1/4"THK. MTL. COORDINATE &EMMA MARSHALL (510) 2/ WOOD BACK Consultants 3 5 GONTNUOUS BLOCK 1 Ne BY 5G. CONTINUOUS N 2-1/2" X 1/4" MTL. FRAME 1/4" THK. i BRACKET TO ATTACH TO NALL SCALE: 1-1/2" 11-06 TYP. WALL FIXTURE SECTION 9 SCALE: 1-1/2" = l'-0" TYP. MIRROR FIXTURE SECTION @ SALES AREA 6 NALL; I Ai I" MTL. I3AR BEHIND MIRROR Eth 2'49" 1/4"THK.. CLEAR MIRROR BY G.C. SEE NO. DATE REVISION GLR. • MIRROR 1/4" THK BY G.G. GLR. MIRROR BY Gt. FLOOR FLAN 2-I/2'' X 5/8" STA 1 NL ESS STL. FRAME x _ I . / ' OPEN 1/25/01 LL PRELIMINARY SUBMITTAL 1^1-ci 1 1-1T. RECES 5SED STANDARDS; SUPPLIED 5Y 01NNER INSTALLED 5Y G.G. 10/10/01 PRELIMINARY RE-SUBM1TTAL A: , \ ■ N . 4" 7r i A sE3 \ FINAL LL 5U13MITTAL. II/05/01 ISSUED FOR FLAN CHECK 2 ELEVATION B: SECTION - C: PLAN-SECTION PLAN Ci-fECK RESPONSE, A 01/0cV0a F21 $ LANDLORD COMMENTS R7C,EV7D CM( (;.- 71..: 'IN A SCALE: lir =1I-0" DRESSING ROOM MIRROR 2 1 S 1 r • ,,,..., P tiliVi I I (.;LI ‘wt 1 tR 25 kr) K r I- •< > .7 Y4" THK. CLEAR MIRROR SY G.G. Y4" THK, CLEAR. MIRRO R 13Y G.G. AI NOTE TO GC.: FRAME SUPPLIED BY OWNER, INSTALLED 13Y 5.C. TO cooRDINATE IN/SUPPLIER 5 EMMA MARSHALL (310) 271-3112 5 5/b" CONTINUOUS BLOCKIN G 15 Y G .G. 4 r - \ . 1 ( .. N ' VI. 5"x5"x1/4"THK. MTL. Sheet Title HDCP BENCH & MIRROR FIXTURE DETAILS 5"x5"x1/4"THK. MTL. BRACKET BEHIND ON BOTH SIDES TO ATTAGH TO WALL 2-1/2" X 1/4" MTL. FRAME 1/4" THK BRACKET TO ATTACH To NALL I BA NOOD CK IN G INALL; 4110 1 CONTINUOUS Z io .LR. MIRROR BY 5.G. V4" THK. SEE FLOOR PLAN IJ N ----------- ----- 1" MTL. BAR BEHIND MIRROR 4' I/4"THK. GLEAR MIRROR. 5sT` G.C. Joh No. 2K-617 LOOKING GREAT! OPEN CLR. MIRROR. BY G.G. - 2-1/2" X 3/5" STAINLESS STL, FRAME 313 DATE: SEPT., 2007 SCALE: . . DRAWN BY: ELI. N \ 1 A " '7 1 I CHECKED BY: M. LEE 4' 1 `,... 4" HT ASE . 15 ■ A: ELEVATION I-1/2" HIGI4 FROSTED LETTERING PHRASE T.B.D. 5 P21 B: SECTION C: PLAN-SECTION Sheet No. F2.O• 1 , , SCALE:1 =11-0" TYP. WALL FIXTURE 8 SCALE: 1' =11-0" TYP. MIRROR FIXTURE @ SALES AREA 5 SCALE:1/2' = T-17 DRESSING COMMON AREA MIRRORS 1 3 "DIA. HOLE FOR WIRES TRANSLUCENT COLORED OR WHITE PLEXI PANEL SCALE:1' =1'-0" SCALE :1' =1'-0' SCALE:1' =1 SCALE:1' =1'-0' STAGGERED FLOUR. LIGHT FIXTURE 3 "DIA. HOLE FOR AIRES TRANSLUCENT COLORED OR WHITE PLEXI PANEL STAGGERED FLOUR. LIGHT FIXTURE N r 1 2' -10" l ) l 2' -2" r 2 1' -6" 1 SECTION CASHWRAP DRAWER 2' -10" 10 1/2" II 2" q" SECTION © CASHWRAP SHELF 1 AHIT3= GORIAN TOP SLIDING SHELF SENSOR TAG BIN W/ 2 "DIA. GASTER PROVIDED BY OWNER I/4 "THK. TEMPERED CLEAR GLASS PL- I/2 "THK. LIP AT THE EDGE RIGHT ELEVATION LEFT(HDCP) ELEVATION 7 s 5 4 6 I/2" / / 0 q 3/4" 0 IT-0" 0 0 1' � 6I/2 " N SCALE:1' =1' -0' CASHWRAP REAR ELEVATION SCALE :1' = 1'-0' CASHWRAP FRONT ELEVATION SCALE: 1' =1'-0" CASHWRAP PLAN 3 P .= 0 r 1' EQ. A (4' -2 1/2 ") E0. B EQ. A (4' -2 I/2 ") E0. B / EQ.B EQ. A (4' -2 1/2 ") E0. B EQ. A (4' -2 1/2 ") WHITE GORIAN OR APPROVED SIM. FROSTED HITE PLEXI PANELS 2 6 1/2" 1' -10" EQ EQ IT -0" 1' -q" PL- EQ I' - 1' 36 "Ax12 "D HDCP COUNTER PL- FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. FQRE\/E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 Consultants DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 Consultants REGISTE ARC DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1 /28/07 LL PRELIMINARY SUBMITTAL 10/10/0 - 7 PRELIMINARY RE— SUBMITTAL FINAL LL SUBMITTAL. II /08/0 - 1 ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, OI /Oq /O8 F21 * LANDLORD GOMMENTS RE r.r,\ /r EC.:7; FD CITY :ILA L--J r ro avu 6 I Sheet Title CASHWRAP DETAILS (1 T-O") Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: M. LEE Sheet No. ELI. N F3.0.1 LE FOR ES 2 / WHITE GORIAN TOP 6 r FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 \ SLIDING SHELF TAG w/ 2 "DIAGASTER PROVIDED BY OWNER TRANSLU�ENTE F` R STAGGERED FLOUR. LIGHT FIXTURE 4 ' , uQ „ir/G I ii9-,Z „9 -.E THE CONTRACTOR 15 RESPONSIBLE FOR REVIEW DOCUMENTS UDING, NSTRUCTIN BUT NOT O LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT WORK. TOR SHAL NOTIFY THE A CIITECTS OFFICC IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. p -___I ;- \ 6 1/2 - - 4 C 1 1 1 J I l J = = =:_ _ I( \ F 1i 1 a 1 i = -_ I 1 I t i o 1 I _ 1 1 1_.1 0 1 1 1 1 1 1 0 I [ 1 I I o N r` f q 3/4 3/4 1 ' I \4\ - I _ 1 � � \ I 1 f 6 I/2" � THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. / ;% \ \ / ; � r , \ 1 l ➢' \ ® / 21' - 3 3/4" 1 --1 \ ® \ \ SCALE:1' =1'-0" SECTION @ CASHWRAP DRAWER 3 "DIA. HOLE FOR IAIIRE5 , / 1' - 1" 2' - 10" / 10 1/2" I f l y Q / I/4 "THK. TEMPERED CLEAR 6LA55 XX][ F a Fi E NI E R. SOUTH CENTER TUKwiLA, WA " 9s 88- ss TRANSLUCENT COLORED WHITE PLEX1 PANEL / Zp in STAGGERED FLOUR. FIXTURE _ O 7 . l = sc : 1' =1'-0" CASHWRAP REAR ELEVATION 3 f ' f / EQ. A (4' -2 1/2 ") EQ. A (4' EQ. 13 -2 1/2 ") / EQ. B 21'-5 EQ. A (4' / Ea. 13 f 3/4" -2 1/2") / EQ B E. A (4' -2 1/2 ") f .._._ E. A (4' -2 1/2 ") / — / WRITE GORIAN OR APPROVED SIM. I ` f ry ry d' \ Consultants „frl[ L N\ \ in r \ 1/2 "THK. LIP / AT THE EDGE 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.161 1 i ' FROSTED RITE FLEX PANELS SCALE:1" =1'-0" SECTION @ CASHWRAP SHELF 6 Seal: 6216 REGISTEREP- ARCHI I ;,. DENNIS MICHAEL HEATH STATE OF WASHINGTON 4 \ \ - r 2'_10" / / Consultants � . ,_ . ,, \ a 1 ; NO. DATE REVISION 1/28/0 LL PRELIMINARY SUBMITTAL 10 /10 /01 PRELIMINARY RE- SUBMITTAL SCALE:1' =1'-0' CASHWRAP FRONT ELEVATION 2 II /OS /O S L LL PMI NA HECK i— \ FLAN CHECK RESPONSE, OI /OG /OS F21 4 LANDLORD COMMENTS \ ! 4 d t A. , 4-4 ✓L 3 ,y� t � �� . .: = - , / 1l1V111 \ 36 "11X12 "D HDGP COUNTER CITY ,, i u: "ILA SCALE:1• =1'.00 RIGHT ELEVATION 5 ... _ L;Li4,1 3' / ■ ( = 1 1 1 J m \ i Sheet Title CASHWRAP DETAILS (21'-O") \ \ ii \ \ EQ 1 EQ I -lo 21' -3 3/4" EQ I -lo EQ / l'-10" I' -5" 6 I/2 I' -IO" 1 \ Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No. F3•0•2 SCALE:1• =1'-0' LEFT(HDCP) ELEVATION 4 SCALE: r =1'0 CASHWRAP PLAN 1 3' -I" LIGHT FIXTURE L TYPE FBFL TYP. LIGHT SPACING \ \ \� '\; ` ' \ 2' -S - I /S" CAB. LIGHT FIXTURE TYPE FEFL TYP, FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 f _ ', -.� 1C ..\\\\\ \ THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. m °13 II ' COVE f 2' -q I/4" / 2 FACILITY CAD. OVERALL f / DRYWALL 1 1_11 f , / / Z / // COVE ..... 2' -q I/4" f r / / DRYWALL p LIGHT FIXTURE TYPE FBFL TYP. N \ -I 511 r:: 5" GAP BETWEEN STUDS FOR FIXTURE GLEARANGE ■ LIGHT FIXTURE 3 / Ed - r LIGHT FIXTURE TYPE FBFL NP. LIGHT FIXTURE TYPE AD TYP. HIGHEST FLOOR ELEVATION 4. ca \ / LIGHT FIXTURE TYPE FBFL TYP. _ — `''; , - -' ' - - - � w NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. TYPE FBFL TYP. ' t ' � N 1%"x354" METAL STUD ON EDGE v I T 0 BULB �..., „ \ In l E 4 F Zsz. Z - r , XX] [ FaFiEV E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 3' c7 FIXTURE in \ , \ " " " ' __ STUD / 5 ,( `r' o 1 1_ 11 11 ■ \ .-- R. e HIGHEST FLOOR "a 4� Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 HIGHEST FLOOR ELEVATION T�FE "D" L ORQ LITE SFA N ELEVATION T FE "E3" RQUS f 2' -1 1/4" QFE\ '1' I NS I -3 1/4 f 2' -10 1/" GAD. OVERALL 'r BASE FACILITY BY 5 SCALE: 1 2"- I ' - " O / lV/ � "= I " i SCALE: I/� -I -0 d \. T " " ELEV. SCALE: I/2 "= I' -0" SCALE: 1/2" = 11-0" ACCESSORY CABINET TYPE "F 241" 2 Seal: � :.:. REGISTERED ARCHIT \ 1A:� DENNIS MICHAEL HEATH STATE OF WASHINGTON (.1b L►a- 1 II 4 I - 01 LIGHT SPACING / LIGHT FIXTURE TYPE FEFL T`(P. \ \ \ . ' 4 - 1 6 I/2 CAD. i° -- ne�-� ,,. \ Consultants LIGHT FIXTURE TYPE FBFL TYP. ac r r a t .� LIGHT FIXTURE _ TYPE FBFL TYP. I \ NO. DATE REVISION / / , . 4' -6 3/4" f 4 GAB. OVERALL ' FACILITY ,, � COVE .�� DRYWALL CEILING .1/28/O1 LL PRELIMINARY SUBMITTAL 10 /10 /01 PRELIMINARY RE- SUBMITTAL 4' -6 5/4" f \ \ . a / T FINAL LL SUBMITTAL. 11/08/01 ISSUED FOR PLAN CHECK FACILITY DRYWALL LIGHT FIXTURE APE FBFL TY' NI- - 1 5" GAP BETWEEN STUDS ■ / LIGHT FIXTURE TYPE FBFL TYP. f I " I - I STRAIGHT MOULDINGS EY G.C. FACILITY / DRYWALL f LIGHT FIXTURE TYPE FBFL TYP ti / - �1 E -”; r' `, — •� — — INSTALL ON SITE PER LEX TEMPLATE. PLAN CHECK RESPONSE, A OI /OG /OSF2I $ LANDLORD COMMENTS __- - FOR FIXTURE CLEARANCE TYP. „ f -f� Tr _ ` r- f r' V D (~t�.r 1 , . - ., . ! i , \ \ i '\ - in ; = in = ' in in p S" i�9y11 I <✓LE�c 3 � \ 1%"x35/8" METAL STUD \ ON EDGE \ , z v d t DULD FIXTURE \ F o _ I I }, ; FINIS WALL TO E TEMPLATE / E-0 Le I Sheet Title ACCESSORY TYPICAL CABINET Zir 2' N a STUD I� ry ,5 j =I IT - h Job No. 2K-617 HIGHEST FLOOR ELEVATION AS T "A" F L a 0 0 1� T: S C 1 1_ 1 11 � f I �lO HIGHEST FLOOR ELEVATION 4' -6 3/4" .( / f \ / I' -3 I/4" \ FLOOR f / ELEVATION � I( 4' -10 I/2" GAB. OVERALL \ / AGILITY DATE: SEPT., 2007 SCALE: II I " SCALE: I/2 =1 --D i A � � f ' �° T F A � ,ds- o 1 E\ 1 s � � I T "A" —4.--Y DRAWN BY: ELI. N � ,1 _ 1 11 �� SCALE: 1/2:1 -0 SCALE: I /2 "= I' -0" 41 ' r CHECKED BY: M. LEE Sheet No ( F• ( , SCALE 1 ton n ACCESSORY CABINET TYPE "F 240" 1 LIGHT FIXTURE TYPE FEFL TYP. LIGHT FIXTURE TYPE FBFL TYP. 5" GAP BETNEEN STUDS FOR FIXTURE CLEARANCE I % METAL STUD ON EDGE SULK FIXTURE \ STUD HIGHEST FLOOR ELEVATION 5 " • 4' -1 LIGHT SPACING 5' 4' -6 5/4" 5' rC " r- \ �. 9 5" u� T (FE "C T L,Q O LIT= SF'ACANS SCALE: I /2 " =1' -0" COVE LIGHT FIXTURE TYPE F13FL TYP. FACILITY DRYWALL HIGHEST FLOOR ELEVATION LIGHT FIXTURE TYPE FBFL TYP. SCALE: I/2 "= I' -0" 4' -6 5/4" 4' -6 3/4" OFE I\6 LIGHT FIXTURE TYPE FBFL TYP. STRAIGHT MOULDINGS BY G.G. LIGHT FIXTURE TYPE FBFL TYP. LIGHT FIXTURE TYPE AD TYP. HIGHEST FLOOR ELEVATION 4'- 101/2" GAS. OVERALL 4' -10 1/2" GAB. OVERALL UNIT 1111 7L7V. SCALE: 1/2 "- I' -0" FACILITY DRYWALL BASE BY FACILITY INSTALL ON SITE PER LEX TEMPLATE. NOT USED 2 C • ACCESSORY CABINET TYPE "F 242" TYPE FOREVER 21, INC. eal: SCALE: Sheet No. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants Sheet Title DRAWN BY: Phone. 213.747.2121 Fax. 213.741.5111 FQF '.'E SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 'iii 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 REGISTERE ARC 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/25/01 LL PRELIMINARY SUPMITTAL 10/10/01 PRELIMINARY RE- 5UIEMITTAL PINAL LL SUIMITTAL. II /0a/07 ISSUED FOR PLAN GHEGK PLAN GHEGK RESPONSE, A OI /OG /08 F21 * LANDLORD COMMENT c7 'i�tr�aMI (.;LN.1 TYPICAL ACCESSORY CABINET DETAILS Job No. 2K-617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE F5.0.1 ( (c LIGHT FIXTURE TYPE FBFL TYP. i' - s 1/4" LIGHT SPACING LIGHT FIXTURE TYPE FBFL TYP. LIGHT FIXTURE TEP n f l' -I 1/2" CAB. \ .. \ \ , N N \ FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW NS OF CONSTRUCTION OF ALL PORTIONS DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS. DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCH ITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. cw t -9 \ \I "' "EI V - = n ; + — \ \ I [ 1 I COVE 9 — \ II 3/4" T' - I 3/4" / FACILITY f DRYWALL f I. / 8' - 3 1/2" GAS. OVERALL LIGHT FIXTURE TYPE FBFL , // ' /iii, STRAIGHT 5" GAP BETW> =>=N STUDS FOR MOULDINGS BY G.G. TYP. LIGHT FIXTURE ' TYPE FBFL TYP. FACILITY DRYWALL \ \ . LIGHT FIXTURE / TYPE FBFL TYP. FIXTURE \S CLEARANCE f 1 ; , \ ; i ' 1 NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. — \ 1%"x3 METAL STUD ON EDGE \.: z o °— -� `� LIGHT FIXTURE TYPE FBFL TYP. BULB if n ' "' 1 o ; . I m ,£ W - C+2 11 E n G 4' r T Ii7 En 3' k \ m v N in t - - .. -. - " - - . ,. 7 J XX] [ FOREVER SOUTH 836 SOUTHCENTER MALL TUKWILA, WA CENTER 98188 -2888 m ' , II STUD FIXTURE T' T L L J J iN T s \ f S'_3 1/2° GAS. OVERALL HIGHEST FLOOR ELEVATION I I' -I" HIGHEST FLOOR ELEVATION f ■ l' -I 3/4" FAG. R.O. ir Consultants TY'F I � "= " T1�uO Q L � TE SFA N� f 1,'I„ 1 f \ ' HIGHEST FLOOR ELEVATION SCALE: I/211=11 -0" HORIZONTAL UNIT Tr= li ri RODS- OPEN NS T "E" " d\ SCALE: I/2 =1' -O" HORIZONTAL UNIT SCALE: I/2 " =1 -O" HORIZONTAL UNIT Y � . f dKj' , ,, aF ! " '�° F ;'' r � Y a, *' _ h.r w ;;. •'� ..y 11� W1 �• `' . 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 SCALE:1 /2" =1' -0" ACCESSORY CABIFT TYPE "F 231 " 2 Seal: , REGISTER !, --`' ARC v �; , .• DENNIS MICHAEL • ATH STATE OF WASHINGTON / --0 . FIXTURE -- TYPE FBFL TYP. 4' -O 1/2" f LIGHT SPACING LIGHT FIXTURE •, TYPE FBFL TYP. \\ , �\\,.. .... \ . ,- ,���`�:. ..: , , � . '• LIGHT FIXTURE Consultants r ... �t7 TYPE FE3FL TYP. m 3' -8 I/2" GAB. 2 \ VI 0 • 1 T a u . 1L ry COVE - I L 3 - q ' ; � 4'-10 1/2 CAB. OVERALL f f / / NO. DATE REVISION 4 ■ FACILITY 5. DRYWALL '���� -°°l f f s � • FACILITY DRYWALL LIGHT FIXTURE TYPE FBFL TYP. \ - LIGHT FIXTURE TYP); FBFL TYP. G1 /28 /O LL PRELIMINARY SUBMITTAL 5" GAP BETWEEN STUDS FOR FIXTURE CLEARANCE RE �" f f 4' � LIGHT FIXTURE TYPE FBFL TYP. �i IO /10 /0/ PRELIMINARY RE— SUBMITTAL FINAL LL SUBMITTAL. II/05/01 ISSUED FOR PLAN GI-IEGK PLAN G1 -IEGK RESPONSE, A OI /OG /O8 F21 4 LANDLORD COMMENTS / \ 154"x354," METAL STUD ON EDGE ol _ 0 J LIGHT FIXTURE TYPE FBFL TYP. BULB FIXTURE �:..:. ,,:, ,,.., \ CA 11 D11 4 ' _ r `111 p 1 17 e} r- _ _ =; < u CV ■ 1--- - .. _ - - T � m: hLs ' 11 1 Fc1'ddl 1 Utusi t s Sheet Title TYPICAL ACCESSORY CABINET DETAILS STUD � = \ I : .�; li � 11 \ 4 ' � I' _ I " / ` HIGHEST FLOOR ELEVATION ' f 3' -1" FAG. R.O. f HIGHEST FLOOR. ELEVATION 1I 1 T (FE T Ldo o LITE SFA \S f 1' -4" ,� HIGHEST IONOOR / 4' -10 1 /2" CAB. OVERALL Job No. 2K -617 D5 SCALE: I /2 " =I -0" VERTICAL UNIT T.,T,F '1 1I JLJO QFE\ I \S T �� �� ELEV. "= DATE: SEPT. 2007 ' \,, SCALE: I/2 I -0" VERTICAL UNIT SCALE: I/2" =1' -0" VERTICAL UNIT SCALE: DRAWN BY: ELI. N CHECKED BY: M. LEE Sheet No. F5.0•2 ) (, . SCALE: VT = ACCESSORY CABINET TYPE "F 230" 1 RAMPS (EXTERIOR OR INTERIOR) NOTE: Any path of travel shall be considered a Ramp if its slope is greater than I' rise in 20' of horizontal run. The least possible slope shall be used for any ramp. I. The maximum slope of a ramp that serves any exitway, provides access For persons with disabilities, or is in the path of travel shall be I' rise in 12' of horizontal run. 2. The cross slope of ramp surfaces shall be no greater than 1:50. 3. The width of ramps shall be as required for stairways and exits. 4. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 60 ". 5. Ramps serving Group R occupancies may be 36" clear width when the occupant load is 50 or less. 6. All other pedestrian ramps serving primary entrances shall have a minimum width of 4S ". - I. Landings shall be provided at the top and bottom of each ramp. S. Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise and at each change of direction. 9. Top landings shall be not less than 60" wide and shall have a length of not less than 60" in the direction of ramp run. 10. Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the required width by more than 3" when fully open. II. The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and IS" post the strike edge for interior romps. 12. At bottom and intermediate landings, the width shall be at least the some as required for the ramp. 13. Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 12" to accommodatethe handrail extension. 14. Other intermediate landings shall have a dimension in the direction of ramp run of not less than 60 ". IS. Ramp landings are not considered in determining the maximum horizontal distance of each ramp. 16. Handrails are required on ramps that provide access if the ramp slope exceeds I' rise in 20' of horizontal run, except that at exterior door landings, handrails are not required on romps less than 6" rise or 12" in length. I7. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 3S" above the ramp surface, shall extend a minimum of I' beyond the top and bottom of the ramp, and the ends shall be returned. I. The grip portion of handrails shall be not less than 1 -1/4" nor more than I -1/2 ", or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. Handrails shall not rotate within their fittings. lq. Handrails projecting from a Noll shall have a space of I -1/2" between the Noll and the handrail. 20. Handrails may be located in a recess if the recess is a maximum of 3" deep and extends at least IS" above the top of the rail. 21. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of I/5 ". 22. Where the ramp landing is not bounded by a all or fence, there shall be provided on each side of the ramp landing where there is a vertical drop exceeding 4 ", one of the following: a. A guide curb, a minimum of 2" in height or b. A wheel guide rail, centered 3" + I" above the surface of the ramp landing. 23. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements. a. A guide curb a minimum of 2" in height shall be provided at each side of the ramp; OR b. A wheel guide rail shall be provided, centered 3 "FLt I" above the surface of the ramp. 24. Outdoor ramps and their approaches shall be designed and constructed so that water will not accumulate on walking surfaces. ENTRANCES & EXITS NOTE: Exit as defined is "a continuous and unobstructed means of egress to a public way and shall include intervening aisles, doors, doorways, gates, corridors, exterior exit balconies, ramps, stairways, smokeproof enclosures, horizontal exits, exit passageways, exit courts, and yards ". NOTE: Public Way as defined is "any street, olley or similar parcel of land essentially unobstructed from the ground to the sky which is deeded, dedicated, or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. NOTE: For the purposes of Title 24, the use of the term Exit Door in Section 1003.3.1 applies to all doors that provide access, that is, entrances, passage doors, etc. I. All entrances and all exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. 2. Elevators or escalators shall not be used as a required exit. 3. Revolving doors shall not be used as a required entrance for persons with disabilities. 4. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. 5. Recessed doormats shall be adequately anchored to prevent interference with wheelchair traffic. 6. All gates, including ticket gates, shall meet all applicable accessibility specifications of doors. 7. Every required exit doorway which is located within an accessible path of travel shall be of a size as to permit the installation of a door not less than 3' in width and not less then 6-5" in height. S. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, shall provide a minimum of 45" of clear space from any door opening into such vestibule when the door is positioned at an angle of 40 degrees from its closed position. Doors in a series shall swing either in the some direction or away from the space between the doors. See local, state or national code for design alternatives. q. Exit doors shall be openable from the inside without the use of a key, tool, or any special knowledge or effort. DOORS I. Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the door other than by operation of the locking device shall not be used. Where exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. 2. Dors, grilles, grates, or similar devices placed over exit doors, shall be openable from the inside without the use of a key, tool, or any special knowledge or effort. Such bars, grilles, grates, or similar devices shall be equipped with an approved release device for use by the fire department only on the exterior side for the purpose of fire department emergency access, when required by the authority having jurisdiction. 3. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, by panic bars, push -pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in the egress direction. 4. Doors to individual hotel or motel units shall operate similarly, to above, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys 2" (full bow) or I -1/4" (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate deadlock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn In on easily reached location_ 5. Hand - activated door opening hardware shall be centered between 30" and 44" above the floor. 6. When installed, doors shall be capable of opening so that the clear width is not less than 32 ". When installed, doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width is not less than 32 ", measured between the face of the door and the opposite stop. 7. For hinged doors, the opening width shall be measured with the door positioned at an angle of 6 10 degrees from its closed position. S. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the leaf positioned at an angle of 10 degrees from its closed position. g. When an automatic door operator is utilized to operate a pair of doors, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the door positioned at an angle of 10 degrees from its closed position. 10. Minimum maneuvering clearances at doors shall be as shown in local, state or national code. The floor or ground area Within the required clearances shall be level and clear. II. There shall be a level and clear floor or landing on each I side of a door. The level area shall have a length in the direction of door swing of at least 60" and the length opposite the direction of door swing of 45" as measured at right angles to the plane of the door in the closed position. 12. The width of the level area on the side to which the door swings shall extend 24" past the strike edge of the door for exterior doors and IS" past the strike edge for interior doors. 13. Provide clear space of 12" past strike edge of the door on the opposite side to which the door swings if the door is equipped with both a latch and a closer on the push side of the door. 14. The floor or landing shall be not more than 1/2" lower than the threshold of the doorway. 15. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 16. Maximum effort to operate doors shall not exceed 5 -1/2 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Gompensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds. 17. Where turnstiles and crowd control barriers are utilized in a facility for the purpose of providing fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities shall be provided adjacent to each turnstile exit or entrance. This alternate passageway shall be maintained in an unlocked condition during business hours and the door or gate shall not activate a publicly audible alarm system. is posted stating The door or gate may be latched where all gates are restricted and controlled by an attendant and a sign "AII gates are restricted and controlled by an attendant." The accessible door or gate shall provide the same use pattern. Where posts, rails, or other pedestrian controls are utilized to create crowd control aisles or lanes, a minimum aisle width not less than indicated in Figure IIB -5E (a) and (b) with 32" of clear opening. FLOORS AND LEVELS NOTE: Level area is defined as "a specified surface that does not have a slope in any direction exceeding inch in one foot from the horizontal (2.083% gradient)." I. In buildings and facilities, floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. 2. Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip- resistant. 3. Changes in level up to % inch may be vertical and without edge treatment. 4. Changes in level between ; inch and z inch shall be accomplished by means of a ramp no steeper than I vertical to 2 horizontal. 5. If carpet or carpet tile is used on a ground or floor surface, it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop, textured loop, level cut pile, or level cut /uncut pile texture. The maximum pile height shall be 1/2 ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire length of the exposed edge. Carpet edge trim shall comply with all local, state, and national codes. 6. If gratings are located in walking surfaces, then they shall have spaces no greater than 1 /2" wide in one direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. CORRIDORS & AISLES I. Every corridor serving an occupant load of 10 or more shall not be less than 44" in width. 2. Gorridors serving an occupant load of less than 10 shall not be less than 35" in width. 3. Corridors which are located on an accessible route and exceed 200' in length shall have a minimum clear width of 60 ". If an accessible route has less than 60" clear width, then passing spaces at least 60" by 60" shall be located at reasonable intervals not to exceed 200'. A T- intersection of two corridors or walks is an acceptable passing place. 4. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 35" in clear width. 5. Every portion of every building in which are installed seats, tables, merchandise, equipment, or similar materials shall be provided with aisles leading to an exit. 6. Every aisle shall be not less than 3' wide if serving only one side, and not less than 3' -5" wide if serving both sides. SIGNS & IDENTIFICATION NOTE: The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in local, state or national code and as specifically required in this Section. I. The International Symbol of Accessibility shall consist of a white figure on a blue background. The blue shall be equal to Color No. 150 in Federal Standard 5955. 2. All building entrances that are accessible to and usable by persons with disabilities and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with additional directional signs, as required, to be visible to persons along approaching pedestrian ways. 3. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shall be accompanied by Braille in conformance with all local, state and national code. Signs shall be installed on the wall adjacent to the latch outside of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right. Mounting height shall be SO" above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. 4_ When raised characters or symbols are used, they shall conform to the following: a. Letters and numbers on signs shall be raised 1/32 inch minimum and shall be sons -serif uppercase characters accompanied by Grade 2 Braille. b. Raised characters or symbols shall be a minimum of 5/5" high. c. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimension of the pictogram shall be a minimum of 6" in height. 5. Letters and numbers on signs shall have a width -to- height ratio of between 3:5 4 1:1 and a stroke width -to- height ratio between 1:5 and 1:10. 6. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a light background. 7. Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected above the finish floor in compliance w/ Section 11218, the minimum character height shall be 3 ". 5. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1 /10" on centers in each cell w/ 2/10" space between cells. Dots shall be raised a minimum of 1/40" above the background. q. Pole supported pedestrian traffic control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2" in width encircling the pole,and a I" wide dark border band above and below this yellow band. Color coding should be placed immediately above the control button. G antral buttons shall be located no higher than 45" above the surface adjacent to the pole. SANITARY FACILITIES (GENERAL) I. Sanitary Facilities that serve buildings, facilities or portions of buildings or facilities that are required to be accessible by these standards shall conform to the requirements of all local, state and national codes. 2. Where separate facilities are provided for non - disabled persons of each sex, separate facilities shall be provided for persons with disabilities of each sex also. Where unisex facilities are provided for persons without disabilities, at least one unisex facility shall be provided for persons with disabilities within close proximity to the non - accessible facility. A = Adult dimensions (age 12 and over) E = Elementary dimensions K = Kindergarten and pre - school dimensions 3. Where facilities are to be used solely by small children, the specific heights may be adjusted to meet their accessibility needs. See Table above for suggested mounting heights. The dimensions are recommended by the Division of the State Architect, Office of Regulation Services. These recommendations are based on the federal "recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children. 4. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/4" thick with edges 12" long and a vertex pointing upward. Women's sanitary facilities shall be identified by a circle 1/4" thick and 12" in diameter. 5. Unisex sanitary facilities shall be identified by a circle 1/4" thick, 12" in diameter, with a 1/4" thick triangle superimposed on the circle and within the 12" diameter. 6. Geometric (circle triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60" and their color and contrast shall be distinctly different from the color and contrast of the door. NOTE: See also local, state or national code for additional signage requirements applicable to sanitary facilities. SINGLE ACCOMMODATION SANITARY FACILITIES NOTE: Single Accommodation Sanitary Facility is defined as "a room that has not more than one of each type of sanitary fixture, is intended for use by only one person at a time, has no partition around the toilet, and has a door that can be locked on the inside by the room occupant ". I. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close. 2. There shall be in the room, a clear floor space of at least 60" in diameter, or a T- shaped space complying with accessibility code. No door shall encroach into this space For more than 12" except for the panel door to any water closet compartment if there is one. 3. The water closet shall be located in a space which provides a minimum 28" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side. The other side shall provide IS" from the centerline of the water closet to the wall. A minimum 45" clear space shall be provided in front of the water closet. 4. All doors, fixtures, and controls shall be on an accessible route with a minimum clear width of 36" except at doors. If a person in a wheelchair must make a turn around an obstruction, the minimum clear width of the accessible route shall be as shown in accessibility code. MULTIPLE ACCOMMODATION SANITARY FACILITIES NOTE: Multiple Accommodation Sanitary Facility is defined as "a room that has more than one sanitary fixture, is intended for the use of more than one person at a time, and which usually Is provided with privacy compartments or screens shielding some fixtures from view ". I. A clear space measured from the floor to a height of 27" above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 ", or a clear space 56" by 63" in size, shall be provided for wheelchair maneuvering. Doors shall not swing into the floor space required for any fixture. Doors, other than the door to the accessible toilet compartment, in any position may encroach into this space by not more than 12". 2. A water closet fixture located in a compartment shall provide a minimum 25" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side of the water closet. The other side of the water closet shall provide IS" from the centerline of the water closet to the wall. Grab bars shall not project more than 3" into these clear spaces. 3. A minimum 45" long clear space shall be provided in front of the water closet if the compartment has an end opening door (facing the water closet) and a minimum SO" long clear space shall be provided in front of the water closet if the compartment has a door located at the side. Grab bars shall not project more than 3" into these clear spaces. 4. Water closet compartment shall be equipped with a door that has an automatic - closing device, and shall have a clear, unobstructed opening width of 32" when located at the end and 34" when located at the side with the door positioned at an angle of 10 degrees from its closed position. 5. When standard compartment doors are used, with a minimum q" clearance for footrests underneath and a self - closing device, clearance at the strike edge, as specified in accessibility code, is not required. S. The inside and outside of the compartment door shall be equipped with a loop or U- shaped handle immediately below the latch. The latch shall be flip -over style, sliding, or other hardware not requiring the user to grasp or twist. 1. Except for door opening widths and door swings, a clear unobstructed access not less than 44" shall be provided to water closet compartments designed for use by persons with disabilities and the space immediately in front of a water closet compartment shall be not less than 45" as measured at right angles to compartment door in its closed position. S. Where six or more stalls are provided within a multiple accommodation toilet room, in addition to the standard accessible stall required above, at least one additional stall shall be 36" wide with an outward swinging self - closing door and parallel grab bars complying with all local, state and national codes. SANITARY FACILITY FIXTURES & ACCESSORIES I. The height of accessible water closets shall be a minimum of I and a maximum of 11" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in alterations where the existing fixture is less than IS" high. 2. A clear floor space 30" by 45" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. A door swing shall not encroach into this clear space. 3. Lavatories, when located adjacent to a side all or partition shall, be a minimum distance of IS" to the center line of the fixture. 4. Lavatories that are designated to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29 ", reducing to 27" at a point located 5" back from the front edge. Knee clearance below the lavatory shall extend a minimum of 30" in width by 17" in depth. Toe clearance shall be the same width and shall be a minimum of 1" high from the floor and a minimum of 17" deep from the front of the lavatory. 5. Hot water and drain pipes under accessible lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 6. Where urinals are provided, at least one shall have a clear floor space 30" by 45" in front of the urinal to allow forward approach. 7. Urinals shall be floor mounted or wall hung. Where one or more wall hung urinals are provided, at least one with a rim projecting a minimum of 14" from the wall and at a maximum of 17" above the floor shall be provided 8. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. 9. Water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44" above the floor. 10. The force required to activate water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be no greater than 5 lbf. Electronic or automatic flushing controls are acceptable and preferable. II. Self- closing faucet control valves are allowed if the faucet remains open for at least 10 seconds. 12. Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. 13. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor. 14. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat and no lower than Iq" from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. 15. Toilet room floors shall have a smooth, hard, non - absorbent surface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 ". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 45" and, except for structural elements, the materials used in such walls shall be a type which is not adversely affected by moisture. GRAB BARS I. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment. 2. Grab bars at the side shall be at least 42" long with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12" From the rear wall. Grab bars at the back shall be not less than 36" long. 3. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank -type toilet is used which obstructs placement at 33 ", the grab bar may be as high as 36 ". 4. The diameter or width of the gripping surfaces of a grab bar shall be la • to k • nominal or the shape shall provide an equivalent gripping surface. IF grab bars are mounted adjacent to a wall, the space between the all and the grab bars shall be Ii . 5. The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices shall meet the following specifications: a. Sending stress in a grab bar or seat induced by the maximum bending moment from the application of a 250 -lb point load shall be less than the allowable stress for the material of the grab bar or seat. b. Shear stress induced in a grab bar or seat by the application of a 250 -lb point load shall be less than the allowable shear stress for the material of the grab bar or seat, and its mounting bracket or other support is considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. c. Shear force induced in fastener or mounting devices from the application of a 250 -lb point load shall be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever has the smaller allowable load. d. Tensile force induced in a fastener by a direct tension force of a 250 -lb point load, plus the maximum moment from the application of a 250-lb point load, shall be less than the allowable withdrawal load between the fastener and supporting structure. e. Grab bars shall not rotate within their fittings. S. The grab bar and any wall or other surface adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a minimum radius of I /S ". ALTERATIONS TO EXISTING BUILDINGS & FACILITIES NOTE: Areas of renovation, structural repair, alteration and additions to existing buildings are required to meet the same accessibility standards as for new construction projects. In addition, an accessible path of travel from that entrance to the area of remodel, and accessible restrooms, drinking fountains, and public telephones serving the area of remodel must be provided. I. When alteration, structural repair, or additions are made to existing buildings or facilities, those alterations shall comply with all provisions for New Buildings standards. These requirements shall apply to only the area of specific alteration, structural repair or addition. 2. Furthermore, the requirements for New Buildings standards shall include the following areas: a. A primary entrance to the building or facility and the primary path of travel to the specific area of alteration, structural repair or addition. b. Existing sanitary facilities, drinking fountains and public telephones serving the area of alteration, structural repair or addition must fully comply. 3. If the total cost of alterations, structural repair or additions does not exceed the threshold valuations of $ and the cost of providing all the accessible features mentioned in item No.2 above exceeds 20% of the total cost without these features, an "unreasonable hardship" may be created . In choosing which accessible features to provide, priority should be given to those elements that will provide the greatest access, in the following order: a. An accessible entrance b. An accessible route of travel to the altered area c. At least one accessible restroom for each sex; d. Accessible telephones e. Accessible drinking fountains and f. Other accessible elements such as parking, storage, and alarms. 4. In alteration projects involving certain types of privately funded multi -story buildings and facilities previously approved and built without elevators, areas requiring compliance above and below the ground floor are subject to the 20% disproportionality provisions described in Item 3 above (even if the value of the project exceeds the unreasonable hardship valuation). The types of buildings and facilities are: a. Office buildings and passenger vehicle service stations of three stories or more and 3,000 square feet or more per floor. b. Offices of physicians and surgeons. c. Shopping centers d. Other buildings and facilities three stories or more and more than 3,000 square feet per floor if a reasonable portion of services sought and used by the public is available on the accessible level. 5. Buildings that have been remodeled to provide specific sanitary facilities and /or elevators For the public use that conform to all local, state and national codes shall have this information posted in the building lobby, preferably as part of the building directory. No. 6. In existing sales facilities checkstands shall comply with the requirements of all local, state and national codes. 7. A 3 -inch high toilet seat shall be permitted where the existing water closet fixture is less than 15 inches high. ELECTRICAL I. The center of junction box for electrical and communication system receptacle outlets shall be installed at an accessible location meeting the clearances and reach range requirements of Section 1115E and not less than 15" above the floor or working platforms. 2. The center of the grip of the operating handle of controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment shall meet the requirements of all local, state and national Codes, Space Allowance and Reach Ranges, for persons with disabilities and shall not be more than 45" above the floor or working platform. 3. The center of fire alarm initiating devices (boxes) shall be located 45" above the level of the floor, working platform, ground surface, or sidewalk. EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. IT SHALL BE CENTERED AT ENTERANCE TO STALL RECOMMENDED. PARKING SPACE SIGNAGE 7 36" 1 32" "RAISED LETTERIN WALL - MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR- SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. HIGHT: 5/8 "MIN -2 "MAX UPPERCASE CHARACTERS 12" MAX 48" j " MAX 3 1 CT) 0 N) ELEVATION INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES SCALE: NONE r i -12-1 1 18" 6 RESERVED FOR HANDICAPPED 0 URINALI4" IN DEPTH 12" VAN ACCESSIBLE 0 L LE 60 CORRESPONDI GRADE II BRAI ELEVATION SfAI F- NI(lNIF LEGENDS: NOTE: ft& MEN WOM DOOR- MOUNTED SIGN AGE A. LAVATORY a WATER CLOSET G. GRAB BAR D. MIRROR 30 "x30" MIN. E. SOAP DISPENGER F. PAPER TOWEL DISPENGER G. TOILET PAPER HOLDER J. WALL FINISH K. SMOOTH, HARD AND NON - ABSORBANT SURFACE. CY) co WOMEN WALL SIGNAGE NOTE: ITEMS "D" THRU "S" TO BE FURNISHED 4 INSTALLED BY OWNER. DOOR MOUNTED SIGNAGE NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE. PROVIDE MECHANICAL EXHAUST SYSTEM CONNECTED TO LIGHT SWITCH W /MIN. CAPACITY OF 5 AIR CHANGE PER HOUR. THE SYSTEM TO SE VENTED TO THE OUTSIDE AIR AND THE POINT OF DISCHARGE TO SE AT LEAST 5 FEET FROM ANY OPANABLE WINDOW. RECEIVED CITY OF T, I s;A/ILA FEB 07 2008 PENMIT CENTER FOREVER 21, INC. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Sheet Title DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 FaRE SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 till 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION l /28/07 LL PRELIMINARY SUBMITTAL 10 /IO /O1 PRELIMINARY RE- sUiSMITTAL FINAL LL SUBMITTAL. II/05/0 ISSUED FOR PLAN GHEGK FLAN Gi -IEGK RESPONSE, OI /O l /O8 F2I 4 LANDLORD COMMENTS 02 /OI /OP PLAN GHGK RESPONSE (2) GENRAL NOTES DISABLE ACCESS Job No. 2K-617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE H -1 1 A E K TOILET CENTERING FROM WALL 18" 15" 12 "* TOILET SEAT HEIGHT 17 " - 19" 15" 10 " - 12" GRAB BAR HEIGHT(SIDE) 33" 27 "* 20 " - 22" TOILET PAPER IN FRONT OF TOILET 12 "MAX 6 "MAX 6 "MAX DIMENSION TO TOP OF SEAT NAPKIN DISPOSAL IN FRONT OF TOILET 12 "MAX 12 "MAX N/A DISPENSER OR MIRROR HIGHT 40 "MAX 36 "MAX 32 "MAX LAVATORY /SINK TOP HEIGHT 34 "MAX 29 "MAX 24 "MAX LAVATORY /SINK KNEE CLEARANCE 29 "MAX 24 "MAX 19 "MAX URINAL LIP HEIGHT 17 "MAX 15 "MAX 13 "MAX URINAL FLUSH HANDLE HEIGHT 44 "MAX 37 "MAX 32 "MAX DRINKING FOUNTAIN BUBBLER HEIGHT 36 "MAX 32 "MAX 30 "MAX DRINKING FOUNDATION KNEE CLEARANCE 27 "MAX 24 "MAX 22 "MAX RAMP /STAIR HANDRAIL HEIGHT 34 " - 38" 27" 22" * Deviates from code requirements and requires a written finding of hardship RAMPS (EXTERIOR OR INTERIOR) NOTE: Any path of travel shall be considered a Ramp if its slope is greater than I' rise in 20' of horizontal run. The least possible slope shall be used for any ramp. I. The maximum slope of a ramp that serves any exitway, provides access For persons with disabilities, or is in the path of travel shall be I' rise in 12' of horizontal run. 2. The cross slope of ramp surfaces shall be no greater than 1:50. 3. The width of ramps shall be as required for stairways and exits. 4. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 60 ". 5. Ramps serving Group R occupancies may be 36" clear width when the occupant load is 50 or less. 6. All other pedestrian ramps serving primary entrances shall have a minimum width of 4S ". - I. Landings shall be provided at the top and bottom of each ramp. S. Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise and at each change of direction. 9. Top landings shall be not less than 60" wide and shall have a length of not less than 60" in the direction of ramp run. 10. Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the required width by more than 3" when fully open. II. The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and IS" post the strike edge for interior romps. 12. At bottom and intermediate landings, the width shall be at least the some as required for the ramp. 13. Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 12" to accommodatethe handrail extension. 14. Other intermediate landings shall have a dimension in the direction of ramp run of not less than 60 ". IS. Ramp landings are not considered in determining the maximum horizontal distance of each ramp. 16. Handrails are required on ramps that provide access if the ramp slope exceeds I' rise in 20' of horizontal run, except that at exterior door landings, handrails are not required on romps less than 6" rise or 12" in length. I7. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 3S" above the ramp surface, shall extend a minimum of I' beyond the top and bottom of the ramp, and the ends shall be returned. I. The grip portion of handrails shall be not less than 1 -1/4" nor more than I -1/2 ", or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. Handrails shall not rotate within their fittings. lq. Handrails projecting from a Noll shall have a space of I -1/2" between the Noll and the handrail. 20. Handrails may be located in a recess if the recess is a maximum of 3" deep and extends at least IS" above the top of the rail. 21. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of I/5 ". 22. Where the ramp landing is not bounded by a all or fence, there shall be provided on each side of the ramp landing where there is a vertical drop exceeding 4 ", one of the following: a. A guide curb, a minimum of 2" in height or b. A wheel guide rail, centered 3" + I" above the surface of the ramp landing. 23. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements. a. A guide curb a minimum of 2" in height shall be provided at each side of the ramp; OR b. A wheel guide rail shall be provided, centered 3 "FLt I" above the surface of the ramp. 24. Outdoor ramps and their approaches shall be designed and constructed so that water will not accumulate on walking surfaces. ENTRANCES & EXITS NOTE: Exit as defined is "a continuous and unobstructed means of egress to a public way and shall include intervening aisles, doors, doorways, gates, corridors, exterior exit balconies, ramps, stairways, smokeproof enclosures, horizontal exits, exit passageways, exit courts, and yards ". NOTE: Public Way as defined is "any street, olley or similar parcel of land essentially unobstructed from the ground to the sky which is deeded, dedicated, or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. NOTE: For the purposes of Title 24, the use of the term Exit Door in Section 1003.3.1 applies to all doors that provide access, that is, entrances, passage doors, etc. I. All entrances and all exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. 2. Elevators or escalators shall not be used as a required exit. 3. Revolving doors shall not be used as a required entrance for persons with disabilities. 4. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. 5. Recessed doormats shall be adequately anchored to prevent interference with wheelchair traffic. 6. All gates, including ticket gates, shall meet all applicable accessibility specifications of doors. 7. Every required exit doorway which is located within an accessible path of travel shall be of a size as to permit the installation of a door not less than 3' in width and not less then 6-5" in height. S. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, shall provide a minimum of 45" of clear space from any door opening into such vestibule when the door is positioned at an angle of 40 degrees from its closed position. Doors in a series shall swing either in the some direction or away from the space between the doors. See local, state or national code for design alternatives. q. Exit doors shall be openable from the inside without the use of a key, tool, or any special knowledge or effort. DOORS I. Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the door other than by operation of the locking device shall not be used. Where exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. 2. Dors, grilles, grates, or similar devices placed over exit doors, shall be openable from the inside without the use of a key, tool, or any special knowledge or effort. Such bars, grilles, grates, or similar devices shall be equipped with an approved release device for use by the fire department only on the exterior side for the purpose of fire department emergency access, when required by the authority having jurisdiction. 3. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, by panic bars, push -pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in the egress direction. 4. Doors to individual hotel or motel units shall operate similarly, to above, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys 2" (full bow) or I -1/4" (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate deadlock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn In on easily reached location_ 5. Hand - activated door opening hardware shall be centered between 30" and 44" above the floor. 6. When installed, doors shall be capable of opening so that the clear width is not less than 32 ". When installed, doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width is not less than 32 ", measured between the face of the door and the opposite stop. 7. For hinged doors, the opening width shall be measured with the door positioned at an angle of 6 10 degrees from its closed position. S. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the leaf positioned at an angle of 10 degrees from its closed position. g. When an automatic door operator is utilized to operate a pair of doors, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the door positioned at an angle of 10 degrees from its closed position. 10. Minimum maneuvering clearances at doors shall be as shown in local, state or national code. The floor or ground area Within the required clearances shall be level and clear. II. There shall be a level and clear floor or landing on each I side of a door. The level area shall have a length in the direction of door swing of at least 60" and the length opposite the direction of door swing of 45" as measured at right angles to the plane of the door in the closed position. 12. The width of the level area on the side to which the door swings shall extend 24" past the strike edge of the door for exterior doors and IS" past the strike edge for interior doors. 13. Provide clear space of 12" past strike edge of the door on the opposite side to which the door swings if the door is equipped with both a latch and a closer on the push side of the door. 14. The floor or landing shall be not more than 1/2" lower than the threshold of the doorway. 15. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 16. Maximum effort to operate doors shall not exceed 5 -1/2 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Gompensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds. 17. Where turnstiles and crowd control barriers are utilized in a facility for the purpose of providing fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities shall be provided adjacent to each turnstile exit or entrance. This alternate passageway shall be maintained in an unlocked condition during business hours and the door or gate shall not activate a publicly audible alarm system. is posted stating The door or gate may be latched where all gates are restricted and controlled by an attendant and a sign "AII gates are restricted and controlled by an attendant." The accessible door or gate shall provide the same use pattern. Where posts, rails, or other pedestrian controls are utilized to create crowd control aisles or lanes, a minimum aisle width not less than indicated in Figure IIB -5E (a) and (b) with 32" of clear opening. FLOORS AND LEVELS NOTE: Level area is defined as "a specified surface that does not have a slope in any direction exceeding inch in one foot from the horizontal (2.083% gradient)." I. In buildings and facilities, floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. 2. Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip- resistant. 3. Changes in level up to % inch may be vertical and without edge treatment. 4. Changes in level between ; inch and z inch shall be accomplished by means of a ramp no steeper than I vertical to 2 horizontal. 5. If carpet or carpet tile is used on a ground or floor surface, it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop, textured loop, level cut pile, or level cut /uncut pile texture. The maximum pile height shall be 1/2 ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire length of the exposed edge. Carpet edge trim shall comply with all local, state, and national codes. 6. If gratings are located in walking surfaces, then they shall have spaces no greater than 1 /2" wide in one direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. CORRIDORS & AISLES I. Every corridor serving an occupant load of 10 or more shall not be less than 44" in width. 2. Gorridors serving an occupant load of less than 10 shall not be less than 35" in width. 3. Corridors which are located on an accessible route and exceed 200' in length shall have a minimum clear width of 60 ". If an accessible route has less than 60" clear width, then passing spaces at least 60" by 60" shall be located at reasonable intervals not to exceed 200'. A T- intersection of two corridors or walks is an acceptable passing place. 4. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 35" in clear width. 5. Every portion of every building in which are installed seats, tables, merchandise, equipment, or similar materials shall be provided with aisles leading to an exit. 6. Every aisle shall be not less than 3' wide if serving only one side, and not less than 3' -5" wide if serving both sides. SIGNS & IDENTIFICATION NOTE: The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in local, state or national code and as specifically required in this Section. I. The International Symbol of Accessibility shall consist of a white figure on a blue background. The blue shall be equal to Color No. 150 in Federal Standard 5955. 2. All building entrances that are accessible to and usable by persons with disabilities and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with additional directional signs, as required, to be visible to persons along approaching pedestrian ways. 3. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shall be accompanied by Braille in conformance with all local, state and national code. Signs shall be installed on the wall adjacent to the latch outside of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right. Mounting height shall be SO" above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. 4_ When raised characters or symbols are used, they shall conform to the following: a. Letters and numbers on signs shall be raised 1/32 inch minimum and shall be sons -serif uppercase characters accompanied by Grade 2 Braille. b. Raised characters or symbols shall be a minimum of 5/5" high. c. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimension of the pictogram shall be a minimum of 6" in height. 5. Letters and numbers on signs shall have a width -to- height ratio of between 3:5 4 1:1 and a stroke width -to- height ratio between 1:5 and 1:10. 6. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a light background. 7. Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected above the finish floor in compliance w/ Section 11218, the minimum character height shall be 3 ". 5. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1 /10" on centers in each cell w/ 2/10" space between cells. Dots shall be raised a minimum of 1/40" above the background. q. Pole supported pedestrian traffic control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2" in width encircling the pole,and a I" wide dark border band above and below this yellow band. Color coding should be placed immediately above the control button. G antral buttons shall be located no higher than 45" above the surface adjacent to the pole. SANITARY FACILITIES (GENERAL) I. Sanitary Facilities that serve buildings, facilities or portions of buildings or facilities that are required to be accessible by these standards shall conform to the requirements of all local, state and national codes. 2. Where separate facilities are provided for non - disabled persons of each sex, separate facilities shall be provided for persons with disabilities of each sex also. Where unisex facilities are provided for persons without disabilities, at least one unisex facility shall be provided for persons with disabilities within close proximity to the non - accessible facility. A = Adult dimensions (age 12 and over) E = Elementary dimensions K = Kindergarten and pre - school dimensions 3. Where facilities are to be used solely by small children, the specific heights may be adjusted to meet their accessibility needs. See Table above for suggested mounting heights. The dimensions are recommended by the Division of the State Architect, Office of Regulation Services. These recommendations are based on the federal "recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children. 4. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/4" thick with edges 12" long and a vertex pointing upward. Women's sanitary facilities shall be identified by a circle 1/4" thick and 12" in diameter. 5. Unisex sanitary facilities shall be identified by a circle 1/4" thick, 12" in diameter, with a 1/4" thick triangle superimposed on the circle and within the 12" diameter. 6. Geometric (circle triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60" and their color and contrast shall be distinctly different from the color and contrast of the door. NOTE: See also local, state or national code for additional signage requirements applicable to sanitary facilities. SINGLE ACCOMMODATION SANITARY FACILITIES NOTE: Single Accommodation Sanitary Facility is defined as "a room that has not more than one of each type of sanitary fixture, is intended for use by only one person at a time, has no partition around the toilet, and has a door that can be locked on the inside by the room occupant ". I. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close. 2. There shall be in the room, a clear floor space of at least 60" in diameter, or a T- shaped space complying with accessibility code. No door shall encroach into this space For more than 12" except for the panel door to any water closet compartment if there is one. 3. The water closet shall be located in a space which provides a minimum 28" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side. The other side shall provide IS" from the centerline of the water closet to the wall. A minimum 45" clear space shall be provided in front of the water closet. 4. All doors, fixtures, and controls shall be on an accessible route with a minimum clear width of 36" except at doors. If a person in a wheelchair must make a turn around an obstruction, the minimum clear width of the accessible route shall be as shown in accessibility code. MULTIPLE ACCOMMODATION SANITARY FACILITIES NOTE: Multiple Accommodation Sanitary Facility is defined as "a room that has more than one sanitary fixture, is intended for the use of more than one person at a time, and which usually Is provided with privacy compartments or screens shielding some fixtures from view ". I. A clear space measured from the floor to a height of 27" above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 ", or a clear space 56" by 63" in size, shall be provided for wheelchair maneuvering. Doors shall not swing into the floor space required for any fixture. Doors, other than the door to the accessible toilet compartment, in any position may encroach into this space by not more than 12". 2. A water closet fixture located in a compartment shall provide a minimum 25" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side of the water closet. The other side of the water closet shall provide IS" from the centerline of the water closet to the wall. Grab bars shall not project more than 3" into these clear spaces. 3. A minimum 45" long clear space shall be provided in front of the water closet if the compartment has an end opening door (facing the water closet) and a minimum SO" long clear space shall be provided in front of the water closet if the compartment has a door located at the side. Grab bars shall not project more than 3" into these clear spaces. 4. Water closet compartment shall be equipped with a door that has an automatic - closing device, and shall have a clear, unobstructed opening width of 32" when located at the end and 34" when located at the side with the door positioned at an angle of 10 degrees from its closed position. 5. When standard compartment doors are used, with a minimum q" clearance for footrests underneath and a self - closing device, clearance at the strike edge, as specified in accessibility code, is not required. S. The inside and outside of the compartment door shall be equipped with a loop or U- shaped handle immediately below the latch. The latch shall be flip -over style, sliding, or other hardware not requiring the user to grasp or twist. 1. Except for door opening widths and door swings, a clear unobstructed access not less than 44" shall be provided to water closet compartments designed for use by persons with disabilities and the space immediately in front of a water closet compartment shall be not less than 45" as measured at right angles to compartment door in its closed position. S. Where six or more stalls are provided within a multiple accommodation toilet room, in addition to the standard accessible stall required above, at least one additional stall shall be 36" wide with an outward swinging self - closing door and parallel grab bars complying with all local, state and national codes. SANITARY FACILITY FIXTURES & ACCESSORIES I. The height of accessible water closets shall be a minimum of I and a maximum of 11" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in alterations where the existing fixture is less than IS" high. 2. A clear floor space 30" by 45" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. A door swing shall not encroach into this clear space. 3. Lavatories, when located adjacent to a side all or partition shall, be a minimum distance of IS" to the center line of the fixture. 4. Lavatories that are designated to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29 ", reducing to 27" at a point located 5" back from the front edge. Knee clearance below the lavatory shall extend a minimum of 30" in width by 17" in depth. Toe clearance shall be the same width and shall be a minimum of 1" high from the floor and a minimum of 17" deep from the front of the lavatory. 5. Hot water and drain pipes under accessible lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 6. Where urinals are provided, at least one shall have a clear floor space 30" by 45" in front of the urinal to allow forward approach. 7. Urinals shall be floor mounted or wall hung. Where one or more wall hung urinals are provided, at least one with a rim projecting a minimum of 14" from the wall and at a maximum of 17" above the floor shall be provided 8. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. 9. Water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44" above the floor. 10. The force required to activate water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be no greater than 5 lbf. Electronic or automatic flushing controls are acceptable and preferable. II. Self- closing faucet control valves are allowed if the faucet remains open for at least 10 seconds. 12. Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. 13. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor. 14. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat and no lower than Iq" from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. 15. Toilet room floors shall have a smooth, hard, non - absorbent surface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 ". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 45" and, except for structural elements, the materials used in such walls shall be a type which is not adversely affected by moisture. GRAB BARS I. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment. 2. Grab bars at the side shall be at least 42" long with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12" From the rear wall. Grab bars at the back shall be not less than 36" long. 3. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank -type toilet is used which obstructs placement at 33 ", the grab bar may be as high as 36 ". 4. The diameter or width of the gripping surfaces of a grab bar shall be la • to k • nominal or the shape shall provide an equivalent gripping surface. IF grab bars are mounted adjacent to a wall, the space between the all and the grab bars shall be Ii . 5. The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices shall meet the following specifications: a. Sending stress in a grab bar or seat induced by the maximum bending moment from the application of a 250 -lb point load shall be less than the allowable stress for the material of the grab bar or seat. b. Shear stress induced in a grab bar or seat by the application of a 250 -lb point load shall be less than the allowable shear stress for the material of the grab bar or seat, and its mounting bracket or other support is considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. c. Shear force induced in fastener or mounting devices from the application of a 250 -lb point load shall be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever has the smaller allowable load. d. Tensile force induced in a fastener by a direct tension force of a 250 -lb point load, plus the maximum moment from the application of a 250-lb point load, shall be less than the allowable withdrawal load between the fastener and supporting structure. e. Grab bars shall not rotate within their fittings. S. The grab bar and any wall or other surface adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a minimum radius of I /S ". ALTERATIONS TO EXISTING BUILDINGS & FACILITIES NOTE: Areas of renovation, structural repair, alteration and additions to existing buildings are required to meet the same accessibility standards as for new construction projects. In addition, an accessible path of travel from that entrance to the area of remodel, and accessible restrooms, drinking fountains, and public telephones serving the area of remodel must be provided. I. When alteration, structural repair, or additions are made to existing buildings or facilities, those alterations shall comply with all provisions for New Buildings standards. These requirements shall apply to only the area of specific alteration, structural repair or addition. 2. Furthermore, the requirements for New Buildings standards shall include the following areas: a. A primary entrance to the building or facility and the primary path of travel to the specific area of alteration, structural repair or addition. b. Existing sanitary facilities, drinking fountains and public telephones serving the area of alteration, structural repair or addition must fully comply. 3. If the total cost of alterations, structural repair or additions does not exceed the threshold valuations of $ and the cost of providing all the accessible features mentioned in item No.2 above exceeds 20% of the total cost without these features, an "unreasonable hardship" may be created . In choosing which accessible features to provide, priority should be given to those elements that will provide the greatest access, in the following order: a. An accessible entrance b. An accessible route of travel to the altered area c. At least one accessible restroom for each sex; d. Accessible telephones e. Accessible drinking fountains and f. Other accessible elements such as parking, storage, and alarms. 4. In alteration projects involving certain types of privately funded multi -story buildings and facilities previously approved and built without elevators, areas requiring compliance above and below the ground floor are subject to the 20% disproportionality provisions described in Item 3 above (even if the value of the project exceeds the unreasonable hardship valuation). The types of buildings and facilities are: a. Office buildings and passenger vehicle service stations of three stories or more and 3,000 square feet or more per floor. b. Offices of physicians and surgeons. c. Shopping centers d. Other buildings and facilities three stories or more and more than 3,000 square feet per floor if a reasonable portion of services sought and used by the public is available on the accessible level. 5. Buildings that have been remodeled to provide specific sanitary facilities and /or elevators For the public use that conform to all local, state and national codes shall have this information posted in the building lobby, preferably as part of the building directory. No. 6. In existing sales facilities checkstands shall comply with the requirements of all local, state and national codes. 7. A 3 -inch high toilet seat shall be permitted where the existing water closet fixture is less than 15 inches high. ELECTRICAL I. The center of junction box for electrical and communication system receptacle outlets shall be installed at an accessible location meeting the clearances and reach range requirements of Section 1115E and not less than 15" above the floor or working platforms. 2. The center of the grip of the operating handle of controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment shall meet the requirements of all local, state and national Codes, Space Allowance and Reach Ranges, for persons with disabilities and shall not be more than 45" above the floor or working platform. 3. The center of fire alarm initiating devices (boxes) shall be located 45" above the level of the floor, working platform, ground surface, or sidewalk. EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. IT SHALL BE CENTERED AT ENTERANCE TO STALL RECOMMENDED. PARKING SPACE SIGNAGE 7 36" 1 32" "RAISED LETTERIN WALL - MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR- SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. HIGHT: 5/8 "MIN -2 "MAX UPPERCASE CHARACTERS 12" MAX 48" j " MAX 3 1 CT) 0 N) ELEVATION INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES SCALE: NONE r i -12-1 1 18" 6 RESERVED FOR HANDICAPPED 0 URINALI4" IN DEPTH 12" VAN ACCESSIBLE 0 L LE 60 CORRESPONDI GRADE II BRAI ELEVATION SfAI F- NI(lNIF LEGENDS: NOTE: ft& MEN WOM DOOR- MOUNTED SIGN AGE A. LAVATORY a WATER CLOSET G. GRAB BAR D. MIRROR 30 "x30" MIN. E. SOAP DISPENGER F. PAPER TOWEL DISPENGER G. TOILET PAPER HOLDER J. WALL FINISH K. SMOOTH, HARD AND NON - ABSORBANT SURFACE. CY) co WOMEN WALL SIGNAGE NOTE: ITEMS "D" THRU "S" TO BE FURNISHED 4 INSTALLED BY OWNER. DOOR MOUNTED SIGNAGE NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE. PROVIDE MECHANICAL EXHAUST SYSTEM CONNECTED TO LIGHT SWITCH W /MIN. CAPACITY OF 5 AIR CHANGE PER HOUR. THE SYSTEM TO SE VENTED TO THE OUTSIDE AIR AND THE POINT OF DISCHARGE TO SE AT LEAST 5 FEET FROM ANY OPANABLE WINDOW. RECEIVED CITY OF T, I s;A/ILA FEB 07 2008 PENMIT CENTER FOREVER 21, INC. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Sheet Title DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 FaRE SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 till 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION l /28/07 LL PRELIMINARY SUBMITTAL 10 /IO /O1 PRELIMINARY RE- sUiSMITTAL FINAL LL SUBMITTAL. II/05/0 ISSUED FOR PLAN GHEGK FLAN Gi -IEGK RESPONSE, OI /O l /O8 F2I 4 LANDLORD COMMENTS 02 /OI /OP PLAN GHGK RESPONSE (2) GENRAL NOTES DISABLE ACCESS Job No. 2K-617 DATE: SEPT., 2007 ELI. N CHECKED BY: M. LEE H -1 1 # oov t of telephone P Minimum # of telephones required to comply with local, state and national codes 1 or more single units 1 or at least 50% of telephone units per floor 1 telephone bank 1 or at least 50% of telephone units per bank 2 or more banks 1 or least 50% of telephone units per bank ... at least 1 telephone per floor shall meet the requirements for a forward reach telephone HAZARDS AND PROTRUDING OBJECTS I. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4" in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warning curbs projecting at least 6" in height above the walk or sidewalk surface to warn the blind of a potential drop off. 2. When a guardrail or handrail is provided, no warning curb is required when a guide rail is provided centered 3" + I" above the surface of the walk or sidewalk, the walk is 5 percent or less gradient, or no adjacent hazard exists. 3. Objects projecting from walls With their leading edges between 21" and SO" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. 4. Objects mounted with their leading edges at or below 27" above the finished floor may protrude any amount into Walks, halls, corridors, passageways, or aisles. 5. Free - standing objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground or finished floor. 6. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. 7. Walks, halls, corridors, passageways, aisles, or other circulation spaces shall have SO" minimum clear head room. S. Any obstruction that overhangs a pedestrian way shall be a minimum of 80" above the walking surface as measured from the bottom of the obstruction. 9. Where a guy support is used parallel to a path of travel, including, but not limited to , sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent an overhanging obstruction as defined. 10. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36" wide, complying with accessibility code. II. Transit boarding platforms shall have a detectable warning texture extending the full length of the loading area. This detectable warning texture shall have the following features: a. Width 24" to 36 ", placed at the edge of the drop -off or safe area. b. Durable, slip- resistant material having a surface texture composed of raised, truncated domes in a staggered pattern with a diameter of nominal 0.1" at the base tapering to 0.45" at the top, a height of nominal 0.2 ", and a center -to- center spacing of nominal 2.35" in compliance with the accessbility code "Nominal" as used here shall be in accordance with California State Referenced Standards Code Section 12 -11 -102. The detectable warning shall contrast visually with adjoining surfaces, either light on dark or dark on light. The material used to provide contrast shall be on integral part of the walking surface. Warning surfaces shall differ From adjoining walking surfaces in resiliency or sound on cane contact. This surface shall be reserved for warning. c. Color yellow conforming to Federal Color No.55558, as shown in Table IV of Standard No. 58513. Where the color value contrast between the yellow warning and the main walking surface is less than 70%, a I" wide black strip shall separate the yellow warning from the main walking surface. Percent of contrast shall be determined by the formula in the accessbility code. 12. At transit boarding platforms, the pedestrian access shall be identified with a detectable directional texture. This detec- table directional texture shall comply with the accessibility code and shall be 0.1" in height that tapers off to 0.04 ", with bars raised 0.2" From the surface. The raised bars shall be 13" wide and 3.0" From center -to- center of each bar. This surface shall differ from adjoining walking surfaces in resiliency or sound on cane contact. The color of the directional texture shall comply with the accessibility code. This surface will be placed directly behind the yellow detectable warning texture specified in the accessibility code, aligning with all doors of the transit vehicles, where passengers will embark. The width of the directional texture shall be equal to the width of the transit vehicle's door opening. The depth of the texture shall not be less than 36 ". STAIRWAYS I. Stairways shall have handrails on each side, and every stairway required to be more than 88" in width shall be provided with not less than one intermediate handrail for each 88" of required width. Intermediate handrails shall be spaced approximately equally across the entire width of the stairway. 2. Each stairway adjacent to an area for evacuation assistance shall have a minimum clear width of 48" between handrails. 3. Handrails shall be 54" to 38" above the nosing of the treads. 4. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing and ends shall be returned or terminate in newel posts or safety terminals. 5. Where the extension of the handrail in the direction of the stair run would create a hazard, the termination of the extension shall be made either rounded or returned smoothly to the floor, wall, or post. Where the stairs are continuous From landing to landing, the inner rail shall be continuous and need not extend out into the landing. S. The handgrip portion of handrails shall be not less than I- 1/4" nor more than I -I/2" in cross - sectional nominal dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Gripping surfaces (top and sides) shall be uninterrupted by newel posts, other construction elements, or obstructions. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of I /S. 1. Handrails projecting from a all shall have a space of I- 1/2" between the all and the handrail. Handrails may be located in a recess if the recess is a maximum of 3" deep and extends at least IS" above the top of the rail. Handrails shall not rotate within their fittings. S. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" Wide and not more than 4" wide placed parallel to and not more than I" from the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the other treads of the stair. cI. Where stairways occur outside a building, the upper approach and all treads shall be marked by a strip of clearly contrasting color at least 2" wide and not more than 4" wide placed parallel to and not more than I" from the nose of the step or landing to alert the visually impaired. The strip shall be of a material that is at least as slip- resistant as the other treads of the stair. A painted strip shall be acceptable. 10. All tread surfaces shall be slip- resistant. Weather exposed stairs and their approaches shall designed so that water will not accumulate on walking surfaces. Treads shall have smooth, rounded, or chamfered exposed edges, and no abrupt edges at the nosing (lower front edge). II. The nosing shall not project more than 1 -1/2" past the face of the riser below. 12. Open risers are not permitted. On any given flight of stairs, all steps shall have uniform riser height and uniform tread Widths consistent with 11336.4. Stair treads shall be no less than II" deep, measured from riser to riser. Risers shall be sloped or the underside of the nosing shall have an angle not less than 60 degrees from the horizontal. 13. Stairways in buildings that are of two or more stories in height must comply with the requirements of Section 111'15.5.2. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 1115.5.2. The sign shall be located 5' above the finished floor. The sign shall be located immediately adjacent to the door on the strike Side. The sign is to be positioned in such a manner as to provide uninterrupted visibility when the door is In the open or closed position. CONTROLS & OPERATING MECHANISMS I. Controls and operating mechanisms required to be accessible shall comply with the requirements of all local, state and national codes. 2. Clear floor space complying with Section 11185.4 that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment. 3, The highest and lowest operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within 45" of the floor but not lower than 15" if forward approached and within 54" but q" if not lower thanside approached. Electrical and communi- cation system receptacles on walls shall be mounted no less than 15" above the floor. 4. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. To force required to activate controls shall be no greater than 5 pounds of force. 5. Vending machines shall be installed in compliance with all local, state and national code. S. Faucet controls and operating mechanisms for kitchen sinks shall be operable with one hand and shall not require grasping, pinching, or twisting of the wrist. The force required to active faucet controls and operating mechanisms for kitchen sinks shall be no greater than 5 plf. Lever - operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. Selfclosing valves are allowed if the faucet remains open for at least 10 seconds. SPACE ALLOWANCE & REACH RANGES I. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30" by 45". (The minimum floor or ground space Shall be increased to 42" by 45" when such space is perpendicular to an adjacent seating space). The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be a part of the knee space required under some objects. 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. 3. The space required for a wheelchair to make a 180 degree turn is a clear space of 60" diameter or a T- shaped space. 4. The minimum clear width required for wheelchair to turn around an obstruction shall be 36" where the obstruction is 48" or more in length and 42" and 48" where the obstruction is less than 45" In length. 5. The minimum clear width for single wheelchair passage shall be 32" at a point (24" maximum length) and 56" continuously. 6. The minimum width for two wheelchairs to pass is 60" 1. If the clear floor space only allows forward approach to an object, the maximum high forward reach allowed shall be 45 ". The minimum low forward reach is 15 ". If the high forward reach is over an obstruction, reach and clearances shall be as shown in the accessibility code. 8. IF the clear floor space allows parallel approach by a person in a wheelchair, the maximum high side reach allowed shall be 54" and the low side reach shall be no less than 9" above the floor as shown in Figures IIB- 5D(a)$(b). If the side reach is over and obstruction, the reach and clearances shall be as shown in the accessibility code. EMPLOYEE WORK AREAS & WORK STATIONS NOTE: General Employee Areas are "those areas commonly used by multiple employees, such as restrooms, break rooms, conference and meeting space, etc." Even when these areas are restricted for employee use only, they must comply with accessibility requirements. NOTE: Specific Work Stations is intended to mean "places Where individuals do their work, such as a chef's chopping block in a commercial restaurant or a computer terminal in an office." These work stations are not required to be accessible themselves, except that aisle and floor and level requirements must be met and entryways must be at least 32" in clear width. I. Employee areas shall conform to all requirements of the the accessbility code. 2. Specific work stations, with the exception of work stations in sales facilities, check stands, ticket booths, and other work stations with specific requirements contained in other portions of the regulations, need only comply with aisle width and floors and levels, and entry -ways shall be 52" in clear width. 3. Employee work areas shall be accessible by means of 36" minimum aisle and 32" minimum clear opening door width. NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED NOTE: If emergency warning systems are required, they shall activate a means of warning the hearing impaired. I. Approved notification appliances for the hearing impaired shall be installed in the following areas: a. Restrooms b. Corridors c. Music practice rooms d. Band rooms e. Gymnasiums f. Multipurpose rooms g. Occupational shops h. Occupied rooms where ambient noise impairs hearing of the Fire alarm 1. Lobbies j. Meeting rooms k. Any other area for common use 2. Strobe signaling devices required for the hearing impaired shall be State Fire Marshall approved and listed. 3. Audible signals intended for operation in the public mode shall have a sound level of not less than 75d5A at 10' or more than IIOdDA at the minimum hearing distance from the audible appliance. 4. Audible signals intended for operation in the private mode shall have a sound level of not less than 45 dBA at 10' or more than IIOd5A at the minimum hearing distance from the audible appliance. 5. The flash rate shall not exceed 2 flashes per second nor be less than I flash every second throughout the listed voltage range of the appliance. 6. The light source color shall be clear or nominal white and shall not exceed 1000 candela (effective intensity). 7. Wall- mounted appliances shall have their bottoms at heights above the finished floor of not less than SO" and no greater than Q6 ". Geiling- mounted appliances shall be installed per accessbility code. S. Notification appliances installed in rooms shall be spaced as follows: a. Spacing shall be in accordance with the accessibility requirments The separation between appliances shall not exceed 100'. b. Visible notification appliances shall be installed in accordance with the accessbility requirments, using one of the Following: I) A single visible notification appliance or 2) Two visible notification appliances located on opposite walls; or 3) In rooms 80' x 80' or greater, where there are more than two appliances in any Field of view, they shall be spaced a minimum of 55' from each other; or 4) More than two visible notification appliances that flash in synchronization. NOTE: Where a room configuration is not square, the square room size that entirely encompasses the room or subdivides the room into multiple squares shall be used. ci. Appliances installed in sleeping areas shall comply with all local, state and national codes. 10. Notification appliances installed in corridors shall be spaced as follows: a. For corridors greater than 20' in width, refer to local, state or national code. b. Visual appliances shall be rated not less than 15 candela. c. The visible appliances shall be located no more than 15' from the end of the corridor with a separation no greater than 100' between appliances. d. Where there is an interruption of the concentrated viewing path, such as a fire door, an elevation change, or any other obstruction, the area shall be considered as a separate corridor. FIXED OR BUILT IN SEATING, TABLES & COUNTERS I. Where fixed or built -in seating, tables, or counters are provided for the public, and in general employee areas, 5% but never less than I must be accessible, as required in the accessibility code. 2, If seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space complying with Section 11188.4 shall be provided. Such clear floor space shall not overlap knee space by more than 13 ". 5. If seating for people in wheelchairs is provided at fixed tables or counters, knee spaces at least 27" high, 50" wide, and 11" deep shall be provided. 4. The tops of tables and counters shall be 28" to 54" form the floor or ground. 5. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller windows or a retail sales counter with multiple cash register stations, at least 5 %, but never less than I, of each type of station shall be located at a section of counter that is at least 36" long and no more than 25" to 34" high. ADDITIONAL MISCELLANEOUS REQUIREMENTS I. Qualified historical buildings shall comply with THE FOG 2. All buildings, structures, and facilities, occupied 50% or more, (based upon usable floor area) which are leased, rented, contracted, sublet or hired for periods in excess of two years by any municipal, county, or state division of government, or by a special district, shall be accessible to people with disabilities. DRINKING FOUNTAINS I. In new construction, where only one drinking fountain area is provided on a floor, there shall be a drinking fountain which is accessible to individuals who use wheelchairs in accordance with Plumbing Goole and one accessible to those who hove difficulty bending or stooping. This can be accommodated by the use of a hi -low fountain or by such other means as would achieve the required accessibility for each group on each Floor. 2. Drinking fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways. The alcove in which the water fountain is located shall be not less than 32" in width and IS" in depth. 3. Drinking fountains shall be a minimum of 18" in depth and there shall be a clear and unobstructed knee space under the drinking fountain not less than 27" in height and 5" in depth, the depth measurement being taken from the front edge of the fountain. 4. There shall be toe clearance of q" in height above the floor, and IT in depth from the front edge of the fountain. 5. A side approach drinking fountain is not acceptable. 6. The drinking fountain bubbler shall be activated by a manually operated system not requiring a Force greater than 5 Ibf., that is located within 6" of the front edge of the fountain or preferably an electronically controlled device. 7. The bubbler outlet orifice shall be located Within 6" of the front of the drinking fountain and shall be within 56" of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. 8. The spout shall provide a flow of water at least 4" high so as to allow the insertion of a cup or glass under the flow of water. The force required to activate controls shall be no greater than 5 pounds. PUBLIC TELEPHONES I. If public telephones are provided, they shall be made accessible to the extent required by the following table: * Additional public telephones may be installed at any height. 2. A clear floor or ground space at least 50" by 45" that allows either a forward or parallel approach by a person using a wheelchair shall be provided at telephones. 3. Bases, enclosures, and fixed seats shall not impede approaches to telephones by people who use wheelchairs. 4. The highest operable part of the telephone shall be within 48" of the floor if forward approached and 54" if side approached. 5, Telephones mounted diagonally in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 6. The cord from the telephone to the handset shall be at least 2q" long. 1. Telephones shall have push - button controls where service for such equipment is available. 8. If telephone enclosures are provided, they shall comply with the following: a. For side approach telephones, the enclosure overhang shall be no greater than 19" and the height of the lowest overhanging part shall be equal to or greater than 27 ". b. For forward approach telephones, if the enclosure overhang is greater than 12 ", the clear width of the enclosure shall be 30" minimum if the clear Width of the enclosure is less than 30 ", the height of the lowest overhanging part shall be equal to or greater than 27 ". c. Entrances to full- height enclosures shall be 30" minimum. d. Where telephone enclosures protrude into walls, halls, corridors, or aisles, they shall comply with THE FSG. 9. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public telephones are provided, at least one in each bank and a total of at least 25% of the total number of public telephones, including closed circuit telephones in a building or facility, shall be equipped with a volume control. Such telephones shall be capable of a minimum of 12 dbA and a maximum of IS dbA above normal. If an automatic reset is provided, IS dbA may be exceeded. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. 10. If a total of four or more public pay telephones are provided at the interior and exterior of a site, and if at least one of the total is in an interior location, then at least one interiorpublic text telephone shall be provided. II. Text telephones shall comply With the following: a. Text telephones used with a pay telephone shall be permanently affixed within or adjacent to the telephone enclosure. If an acoustic coupler is used, the telephone cord shall be sufficiently long to allow connection of the text telephone and telephone receiver. b. Pay telephones designed to accommodate a portable text telephone shall be equipped with a shelf and an electrical outlet within or adjacent to the telephone enclosure. The telephone handset shall be capable of being placed flush on the surface of the shelf. The shelf shall be capable of accommodating a text telephone and shall have 6" minimum vertical clearance in the area where the text telephone is to be placed. c. Equivalent facilitation may be substituted for the above requirements as described in local, state and national codes. d. Text telephones shall be identified by the international TDD symbol. If a facility has a public text telephone, directional signage indicating the location of the nearest such telephone shall be placed adjacent to all banks of telephones that do not contain a text telephone. Such directional signage shall include the international TDD symbol. If a facility has no banks of telephones, the directional signage shall be provided at the entrance or in a building directory. 12. If telephone books are provided, they shall be located within 45" of the floor if forward approached and within 54" if side approached. SPECIAL ACCESS (WHEELCHAIR) LIFTS NOTE: Spec A ccess (Wheelchair) Lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design, and safeguards are as allowed by the State of California, Office of the State Architect, Access Compliance Section, the Department of Industrial Relations, Division of Occupational Safety and Health, and any applicable safety regulations of other administrative authorities having jurisdiction, I. Lifts shall be designed and constructed to facilitate unassisted entry, operation, exit from the lift, and shall comply with all local, state and national codes, "clear Floor or Ground Space" "Ground and Floor Surfaces" "Controls and Operating Mechanisms " and Safety Goole for Elevators and Escalators. 2. Lifts may be provided as part of an accessible route only for the following conditions: a. To provide an accessible route to a performing area in an assembly occupancy. b. To comply with the wheelchair viewing position line -of- sight and dispersion requirements of local, state and national codes. c. To provide access to incidental occupiable spaces and rooms which are not open to the general public and which house no more than 5 persons, including but not limited to equipment control rooms and projection booths. d. To provide access where existing site constraints or other constraints make use of a ramp or an elevator infeasible. NOTE: THE F13G does not limit the use of a Special Access (Wheelchair) Lift to the four conditions listed above when the lift is being installed as part of an accessible route for additions or alterations. 3. The lift platform or support shall be of sufficient size to accommodate large motorized wheelchairs and shall have a rated capacity of not less than as required by local, state and national codes. 4. There shall be a level and clear floor area or landing at each floor or level served by special access lifts to allow safe access to and exiting from the lift platform. 5. In new construction, the minimum size of landings shall be 60" by 60 ". Other dimensions may be substituted where it can be demonstrated that a person using a wheelchair measuring 30" by 45" can enter and operate the lift safely. NOTE: Level and clear floor areas or landings as specified in this section shall be part of "Path of Travel" requirements. 6. The top landing shall be equipped with a device, door, or gate 42" in height. Each door or gate shall be equipped with both mechanical and electrical contacts which prevent operation of the platform unless they are properly closed. 1 "Call -Send" controls shall be provided at each landing in compliance with Chapter 115. Where platform lifts are used to provide barrier -Free path of travel requirements, they shall facilitate unassisted entry, operation, and exit from the lift. S. Solid, smooth enclosures provided as per ASME 17.1 shall be provided for the platform lift, which provides a reasonable degree of safety for persons with disabilities using the lift and others exposed to the lift, except as provided in Section 3005.1.4.7. Provide installation with safety devices that may be required per THE FI3G. q. When the enclosure required in Section 3005.1.4.4 is not provided because the lift serves only 2 landings, the underside of the lifting platform shall be equipped with a safety pan cover Which will automatically shut off the lifting device should any obstruction under the platform Interfere with its downward travel. The platform shall be provided with a 42" high solid gate at the bottom landing entrance. A smooth vertical all or fascia shall be provided from the sill of the top landing to the bottom landing level. 10. A pit may be provided to permit the platform to stop flush with the bottom landing level (which shall be protected by a runway enclosure that extends a minimum of 42" above the top landing level), or in lieu of a pit, a ramp shall be provided which does not exceed I" rise in 12" of horizontal run. The surface of the ramp shall have a non -skid surface. II. The lift assembly shall be securely supported to maintain the platform in a level position and to prevent the loosening or displacement of any portion of the unit. All portions of the lift machinery shall be protected from intrusion of water. 12. The rated speed of the platform shall not exceed 20 feet per minute and the operating control shall be the constant pressure type designed so that it can be easily operated by a person with a disability. A push -bar control designed for use by persons with disabilities or a control that provides equal usability shall be provided. 13. When the lift is hydraulically operated or is of the electric - hydraulic type, releveling switches shall be provided to keep the platform level With the landing at which it has been parked. w 0 ,!,zz KK • HI /LOW DRINKING FOUNTAIN w r TOILET ROOM ACCESSORIES 40 "MAX 0 0 rn 0 U A 12' Fl RATION BAN RED BACKGROUND WHITE LETTERS WHITE BACKGROUND RED LETTERS RED LETTERS 2112' ALUMINUM POST rte: THIS SIGN 15 TO BE LOCATED IN THE FIELD BY THE HRE MARSHALL AS REQUIRED. FIRE LANE SIGN 1D' UNALRHORIZED VEHI LES PARKED IN DESIGNATED HANDICAPPED SPACES NOT DISPLAYING DISIWGUISHING PI/CARDS OR LICENSE PLATES ISSUED FDR PHYSICALLY DISABLED PERSONS NAY BE TOWED AWAY AT ONNERS EXPENSE. TOWED WHIMS MAY BE RIMED AT OR BY 1B1F1 ue THIS APPLIES ONLY TO HANDICAP SPACES BEVAnON BAN 1. SIGN NOTES: SIGN TO BE FURCELAIN ON SiED. WITH A BEADED TeouRE. BOTTOM OF SIGN TO BE G'-8 ABOVE FINISHED SURFACE 2. SiGN TO CONFORM TO ALL CURRENT STATE, LOCAL CODES AilD REGULATIONS 3. L E uR IES . A ( S EE� S IT E Y RAN) 4. PRIOR TO FABRICATION AND INSTALLATION OF SIGN CONTRACTOR SHALL CONTACT LOCAL PUBLIC AGENCY FOR TOW - AWAY COMPANY TELEPHONE NUMBER AND AFFIX PERMANENTLY. 5. COLOR ROYAL BLUE B LETTERING ALUMINUM PST MIXON ENTRY SIGN SCALE: NONE SCALE: NONE 0 f{AW'. 1{w1if WA if ft 1f1()1f ft MIN CZ. t BUBBLER OUTLET ORIFICE WATER COOLER WATER COOLER SCALE: NONE (Th HAWS HWCD WATER COOLER -t BUBBLER OUTLET ORIFICE SCALE: NONE RECEIVED CITY OF TI. I•fil FEB 07 2008 PEHMIT CENTER FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1 eal: NO. 9 ALL RIGHTS RESERVED. Consultants Consultants Sheet Title SCALE: DRAWN BY: Sheet No. FOREVER SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DII 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1 61 1 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON DATE REVISION Job No. 2K -617 ELI. N CHECKED BY: M. LEE H -2 1/25/01 LL PRELIMINARY SUPMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUi3MITTAL. II /OS /O1 ISSUED FOR PLAN CHECK PLAN CHECK RESPONSE, OI /Oq /O8 F21 & LANDLORD COMMENTS 02 /0I /OSPLAN CHECK RESPONSE (2) GENRAL NOTES & DISABLE ACCESS DATE: SEPT., 2007 DESCRIPTION URINAL LAVATORY TOILET TOILET TISSUE HOLDER GRAB BAR CLOTHES HOOK MIRROR NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR TO HIGHEST OPERABLE CONTROL SMOOTH, HARD, NON- ABSORBENT MATERIAL y MA 17" MIN 12" MAX. 6' 36" MIN. I I/2 " 12" MAX. 5' -6" MIN. 48" MAX J •II I I/4 " -I 1/2 " o• i o• g X 12 II 2 _O H \ x _ m GLR . E z - z c� X � D— e M X MIN. �, ill z ' < X / cc) E — — SP�.GE / M I N _ n \ / X SWITCHES TELEPHONE PAPER TOWEL DISPENSER N/ WASTE SANITARY NAPKIN VENDOR COMBINATION TP /SEAT CVR. NAPKIN DSPSR. SOAP DISPENSER GRAB BAR TOILETS GRAB BAR 12" MAX. 6' 36" MIN. I I/2 " ECG 48" MAX J 48" MAX J •II I I/4 " -I 1/2 " o• i o• g X Ell A H E _ X � X �, ill CO _ cc) E — / z I 0 FRONT APPROACH SWINGING DOOR PULL SIDE 15" MIN. FRONT APPROACH SWINGING DOOR PUSH SIDE NOTE :X =I2" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 24" PREFERRED HINGE SIDE APPROACH SWINGING DOOR FULL SIDE NOTE :X =36" MIN. IF Y =60 " X =42" MIN. IF Y =54" MIN. 54" MIN. X H I NOE SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE :Y =48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER LATCH SIDE APPROACH SWINGING DOOR PULL SIDE NOTE :Y =54" MIN. IF DOOR HAS A CLOSER LATCH SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE:Y =48" MIN. IF DOOR HAS A CLOSER MANEUVERING CLEARANCES AT DOORS dpi 50 90° TUR\S WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE THRESHOLD PARAMETERS NOTE: WHEN X <= 48" ; FLARED SIDES SLOPE = 1 :12 MAX. STREET 1 :12 MAX. SLOPE WALK 4a" MIN. 1:10 TURN AROUND AN OBSTRUCTION NOTE: X < 48" MAXIMUM SLOPE FINISH FLOOR STREET z I // 7/ 1:12 MAX. SLOPE — WALK MIN. 56" 12" MIN. 'T' -SHAPE I aO /S TURNS CLEAR FLOOR SPACE -16H 4 LOW CLEAR FLOOR SPACE PARALLEL APPROACH SIDE REACH LIMITS WHEELCHAIR CLEAR FLOOR SPACE AND REACH REQUIREMENTS /7 // 1:10 CURB RAMP AITH FLARED SIDES (PLAN) BUILT-UP RAMP NTH FLARED SIDES (PLAN) CURB RAMPS 0 FINISH FLOOR \CARPET ffi 111 !I!i;�llllllli ";'i // /7 // j/ // // // / NOTE:X 5 25 "; Z ? 25" IF X < 20 ", Y = 48" MAX. IF X = 20" — 25 ", Y = 44" MAX. WALK CLEAR WIDTH FOR WHEELCHAIR TWO WHEELCHAIRS TURN I NO DIAMETER I(, GHAN OF ELEVATION ALONG AGGESSI5LE ROUTE. ADJOINING SLOPE NOT TO EXCEED 1:20 60" MIN. 45" MAX. FORWARD REACH OVER AN OBSTRUCTION 0 m CURB RAMP (SECTION) 1 1 FINISH FLOOR DOOR DOOR FRAME BEYOND "SADDLE" TYPE THRESHOLD X / 24" CARPET (INHERE OCCURS) - 1/4 " COMP. MAX. STREET X < I MAX. SIDE REACH OVER AN OBSTRUCTION Y CURB (BEYOND) SLOPE = 'T': X WHERE X 15 LEVEL PLANE I :12 MAX. SLOPE ACCESSIBLE ROUTE NO SCALE NO SCALE 9 7 60" A.F FOR U5E IN CALIFORNIA ONLY, 5EE RIGHT NOTES: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED, CONTRASTING IN COLOR, AND HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND I:I AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1 :5 AND 1:10, AND RAISED I/32" MIN. AND BE ACCOMPANIED BY BRAILLE RAISED LETTERING. WHERE PERMANENT SIGNAGE 15 PROVIDED FOR ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL BE PROVIDED ON THE STRIKE SIDE OF THE DOOR. F. UNISEX RESTROOM MIN. 6 "x 6 "x 1/4" FIELD WITH SYMBOLS. 5/8" HIGH MIN. TYPE RAISED I/52" HELVETIGA MEDIUM UPPERCASE LETTERS. MIN. 2 "x 6 "x 1/4" FIELD WITH TEXT AND GRADE 2 BRAILLE OF ABOVE TEXT. DOOR SION AT TOILET ROOMS UNISEX WOMENS RESTROOM TRIANGLE 1/4" THICK SUPERIMPOSED ON 12" DIA. CIRCLE UNISEX DOOR S I ON AT ENTRANCE, GASHWRAP i ACCESSIBLE F I TTI NO ROOM (NOTE: SIGN TO MEET ALL LOCAL, ADA, GA TITLE 24, 4 UBG GODS REQUIREMENTS.) 6 X LL 0 MIN. 6 "x 6 "x I/4" FIELD WITH SYMBOLS. FOR USE IN CALIFORNIA ONLY TITLE 24 D -6.3.2 I. SEE SPECIFICATIONS FOR SIGNAGE MANUFACTURER 4 MOUNTING. 2. PROVIDE SIGNAGE AT ALL DOORS NOTED ABOVE. r,- 6 E:CIT U- U- 0 MENS RESTROOM 5/8" MIN. (2 "MAX) HIGH 1/32" RAISED, UPPER CASE, SANS SERIF TYPESTYLE GRADE 2 BRAILLE "EXIT" n ACCESSIBLE SIGNAGE la" OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36" MIN. 28" MIN. 2" MIN. GLR. SINGLE OCCUPANT TOILET 50" GLR 50 "X48" CLEAR FLOOR SPACE x 45" SPACE TOILET STALL - FRONT ENTRY MULTIPLE AGGOMODATION TOILET ROOM NOTE: DIMENSIONS SHOWN DESCRIBE MINIMUM REQUIREMENTS ONLY, REFER TO CONSTRUCTION DOCUMENTS FOR SIZE LOCATIONS OF SPECIFIC FIXTURES 4 AGCESSORI E5. z N � z I 50" GLR IS" x 45" .SP OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36" MIN. 32" MIN. GLR. GE AGGE5515LE LAVATORY AGGESSIBLE URINAL 18" 0 OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 56" MIN. L 32" MIN. TOILET STALL - SIDE ENTRY MULTIPLE AGCOMODATION TOILET ROOM Cr_ OF TOILET GRAB BAR, 18" 15' 42" MIN. � MIN GLR TOILET STALL - ADDITIONAL STALL MULTIPLE ACCOMMODATION TOILET ROOM W/ 6 OR MORE STALLS RECEIVED CITY OF TI Ise °:f;1�4 FEB 07 2008 PEKMIT CENTER TOILET ROOM, FIXTURES AND ACCESSORIES NO SCALE NO SCALE 3 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants F O R E V E R SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: Consultants DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 9/28/01 LL PRELIMINARY SUBMITTAL IO /10 /O1 PRELIMINARY RE— SUBMITTAL FINAL LL SUIMITTAL. I I/OS/O7 ISSUED FOR FLAN CHECK PLAN G+ -IECK RESPONSE, OI /O 1 /O8 F2I * LANDLORD COMMENTS 02 /OI /OSFLAN CHECK RESPONSE (2) Sheet Title HC ACCESSORY COMPLIANCE Job No. 2K-617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: M. LEE Sheet No. ELI. N H3 SPECIFICATIONS SPECIFICATION INDEX: 01010 GENERAL NOTES AND OUTLINE SPECIFICATIONS 01300 SUBMITTALS 01100 PROJECT CLOSEOUT 02010 DEMOLITION 05410 05500 06100 06200 01210 08110 08300 oases 08410 08450 08800 001100 0 01310 01430 0 0010100 SECTION 01010 - GENER4L NOTES AND OUTLINE SPECIFICATIONS A. GENERAL CONDITIONS TI-E STANDARD FORM OF GENERAL CONDITIONS, AIA DOCUMENT A -201 (LATEST EDITION) SHALL APPLY AS THE GENERAL CONDITIONS OF THE SPECIFICATION, EXCEPTING THAT THE FOLLOWING ARTICLES OF THE SUPPLEMENTARY GENERAL CONDITIONS SHALL TAKE PRECEDENCE. I. THE CONTRACTOR SHALL EXAMINE THE PREMISES WITH RESPECT TO THE SCOPE OF WORK TO BE PERFORMED. 2. WORK SHALL COMMENCE AND CONTINUE UNTIL COMPLETION WITHOUT UNDUE DELAY. 3. WORK SHALL EIE PERFORMED BY MECHANICS WELL VERSED IN THEIR RESPECTIVE TRADES AND CARRIED ON IN A WORKMANLIKE MANNER. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING WORK TO REMAIN AS 15. 5. THE CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL DEBRIS RESULTING FROM HIS WORK AND EXCESS MATERIALS. EXCEPT AS OTHERWISE DIRECTED BY THE OWNER. 6. THE CONTRACTOR SHALL GIVE HIS PERSONAL SUPERINTENDENCE TO THE WORK AND SHALL FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, APPARATUS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION, THE CONTRACTOR SHALL INSTALL ALL MATERIALS IN A MANNER SUBJECT TO APPROVAL OF THE OWNER AND THE ARCHITECT. 1. THE CONTRACTOR SHALL LEAVE THE PREMISES IN A NEAT, CLEAN AND SAFE CONDITION AT THE COMPLETION OF WORK EACH DAY. S. THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE PREVISIONS OF THE STATE BUILDING CORE, ELECTRIC CODE, STATE PLUMBING AND GAS FITTING CODE, AND LOCAL REQUIREMENTS OF THE CITY. q. ALL COLOR SELECTIONS SHALL BE MADE AND COORDINATED THROUGH THE OFFICES OF THE ARCHITECT EXCEPT AS OTHERWISE DIRECTED BY OWNER. 10. ALL CONDITIONS WHICH OCCUR AND WHICH ARE NOT IN CONFORMANCE WITH THESE SPECIFICATIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR PROMPT RESOLUTION. II. ALL DIMENSIONS MUST BE VERIFIED AND /OR DETERMINED IN THE FIELD FROM A VISUAL INSPECTION BY THE CONTRACTOR PRIOR TO ORDERING AND /OR INSTALLING OF MATERIALS. 12. SUBMIT SHOP DRAWINGS OF ALUMINUM AND STEEL DOORS, WINDOWS AND FRAMES. SHOP DRAWINGS SHALL INDICATE DETAILS OF DOORS, WINDOWS AND FRAMES, ELEVATIONS, CONDITION AT OPENINGS, INSTALLATION REQUIREMENTS, HARDWARE, GLAZING DETAIL AND COLOR SELECTION CHARTS. 13. THE CONTRACTOR SHALL ADHERE TO ALL STATUTORY INSURANCE REQUIREMENTS OF THE COMMONWEALTH FOR WORK OF A SIMILAR NATURE AND SCOPE AS WELL AS TO ANY ADDITIONAL REQUIREMENTS OF THE OWNER. 14. ALL LABOR AND MATERIALS SHALL BE GUARANTEED TO BE FREE FROM DEFECTS FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF FINAL PAYMENT BY THE OWNER. I. ANY EXISTING WORK DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS SHALL BE RETURNED TO ITS ORIGINAL CONDITION AT THE CONCLUSION OF THE PROJECT AT NO ADDITIONAL COST TO THE OWNER. I. THE CONTRACTOR 15 ADVISED THAT THE ADJACENT PREMISES ARE OCCUPIED AND MUST REMAIN IN USE DURING THE FULL DURATION OF THE CONSTRUCTION PROCESSES WITH ADEQUATE PROVISIONS FOR SAFETY, ACCESS, CIRCULATION AND THE LIKE. PROVISIONS FOR NOISE AND DUST ABATEMENT MUST BE MADE TO PROMOTE THE HIGHEST EFFICIENCY OF THE ADJACENT SALES. UNLOADING AND STORAGE AREAS. 11. ALL EQUIPMENT TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 18. SUMMARY OF WORK: WORK UNDER THIS CONTRACT SHALL, IN GENERAL, CONSIST OF ALTERATIONS OF A ONE STORY SPACE OF A BUILDING AT THE ADDRESS INDICATED ON THE PLANS, COMPLETE WITH ALL AMENITIES, SUPPORTIVE SYSTEM AND SITE DEVELOPMENT AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. WORK 15 SUBDIVIDED HEREIN FOR THE OWNER'S CONVENIENCE ONLY AND ALL SHALL BE PERFORMED UNDER ONE CONTRACT, CONCURRENTLY, TO PRODUCE A COMPLETE AND OPERABLE BUILDING. Iq. GENERAL: THE CONTRACTOR SHALL INCORPORATE ALL MECHANICAL, STRUCTURAL, AND FINISHING WORK INSIDE AND OUT AS CALLED FOR IN THE PLANS AND SPECIFICATIONS TO FURNISH A COMPLETE AND OPERABLE BUILDING. THIS SHALL INCLUDE ALL LABOR AND MATERIALS, TRANSPORTATION, APPARATUS, SCAFFOLDING, TOOLS, ETC., WHETHER OR NOT SPECIFICALLY INCLUDED, ALL BLOCKING AND ALL OTHER OPERATIONS NECESSARY FOR THE ENTIRE COMPLETION OF THE WORK. 20. MECHANICAL WORK: PLUMBING, HEATING, AND ELECTRICAL WORK SHALL INCLUDE ALL NEW WORK REQUIRED TO FINISH COMPLETE AND FUNCTIONING SYSTEMS. B. WORKMANSHIP ALUM. FRAMED STOREFRONT ALL GLASS ENTRANCES GLAZING METAL SUPPORT SYSTEM GYPSUM BOARD CERAMIC TILE STONE TILE RESILIENT TILE FLOORING PAINTING I. INTENT: A COMPLETE STRUCTURE AND EVERYTHING PROPERLY INCIDENTAL THERETO IN THE CONTRACT DOCUMENTS SHALL BE FURNISHED AND DETAILS OF INSTALLATION MUST CONFORM TO THE HIGHEST STANDARDS OF THE TRADES. WHAT MAY BE CALLED FOR IN THE PLANS AND NOT IN THE SPECIFICATIONS OR VICE VERSA SHALL BE BINDING IN EITHER CASE AS IF THE SAME HAS BEEN CALLED FOR IN BOTH. THE FAILURE TO SHOW OR MAINTAIN I PETTY DETAILS SHALL NOT WARRANT THE OMISSION OF ANYTHING NECESSARY FOR THE PROPER COMPLETION OF THE WORK. UNLESS OTHERWISE SPECIFIED, EACH CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL, TRANSPORTATION, APPARATUS, FUEL, ENERGY, LIGHT, SCAFFOLDING', TOOLS, ETC. NECESSARY FOR THE ENTIRE PROPER AND SUBSTANTIAL COMPLETION OF HI5 WORK A NL SHALL INSTALL, MAINTAIN AND PROTECT THE SAME. 2. QUALITY: WORKMANSHIP SHALL BE OF THE HIGHEST TYPE AND MATERIALS USED OR SPECIFIED OF THE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO A MANUFACTURER'S SPECIFICATIONS. C. CONTRACT DOCUMENTS CONTRACT DOCUMENTS CONSIST OF THE CONTRACT, THE INVITATION TO BIDDERS, THE DRAWINGS AND SPECIFICATIONS, INCLUDING ALL ADDENDA AND ALTERATIONS MADE IN THE DOCUMENTS PRIOR TO THEIR EXECUTION. ANYTHING CALLED FOR BY ONE OF THE CONTRACT DOCUMENTS AND NOT CALLED FOR BY THE OTHERS SHALL BE OF LIKE THE EFFECT AS IF REQUIRED OR CALLED FOR BY ALL. IN CASE OF DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS, THE AGREEMENT SHALL TAKE PRECEDENCE OVER ALL OTHER DOCUMENTS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DRAWINGS, AND LARGE SCALE DETAIL SHALL TAKE PRECEDENCE OVER SMALL SCALE DETAILS AND DRAWINGS. IN THE ABSENCE OF DIMENSIONS, CONSULT ARCHITECT. DO NOT SCALE ANY DRAWINGS. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. D. CONTRACTOR RESPONSIBILTIES E. SEPARATE CONTRACTS LOAD - BEARING METAL STUD SYSTEM METAL FABRICATIONS ROUGH CARPENTRY FINISH CARPENTRY F IRESTOPPING STEEL DOORS AND FRAMES ACCESS DOORS AND PANELS OVERHICAD COILING DOORS NOT USED I. COORDINATION OF THE WORK: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS AND MECHANICAL TRADES WHETHER THEY RECEIVE THEIR CONTRACT FROM THE CONTRACTOR OR THE OWNER. THE CONTRACTOR'S INSTRUCTIONS SHALL BE FOLLOWED BY ALL TRADES. 2. MECHANICAL TRADES : THE MECHANICAL TRADES SHALL INSTALL THEIR WORK AS RAPIDLY AS THE OTHER WORK PERMITS, AND SHALL COMPLETE THIS WORK BY THE TIME THE OTHER TRADES HAVE FINISHED. EACH CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED BEFORE THE WORK IS STARTED, THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STOR.AGE OF THE MATERIALS AND THE EXECUTION OF THEIR WORK AND SHALL PROPERLY CONNECT AND COORDINATE HI5 WORK WITH THEIRS. F. EXAMINATION OF SITE AND DOCUMENTS THE CONTRACTOR, BEFORE SUBMITTING HIS PROPOSAL, SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND LIMITATIONS WHICH AFFECT THE CONTRACT. HE SHALL CAREFULLY EXAMINE ALL CONTRACT DOCUMENTS. TITLES AND SUS- DIVISIONS IN TI ESE DOCUNENTS ARE FOR CONVENIENCE AND NO REAL OR ALLEGED ERRORS IN ARRANGEMENT OF MATTER SHALL BE REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR. G. BUILDING PERMITS, FEES, AND INSPECTION H. CODES AND REGULATIONS AISC AITC ANSI ASTM AWI AWPA AWPI AIN5 CRSI NCMA NEMA NFPA NSF TCA SDI UL FILE ALL NECESSARY DRAWINGS AND SPECIFICATIONS WITH THE PROPER AUTHORITIES, OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS AND APPROVALS AS REQUIRED BY ALL GOVERNING BUILDING, FIRE AND BOARD OF HEALTH DEPARTMENTS. I. IN OBTAINING PERMITS AND APPROVALS FROM ALL DEPARTMENTS HAVING AUTHORITY, CONTRACTOR SHALL REPORT TO THE ARCHITECT, ALL ITEMS NOT APPROVED. 2. PLUMBING, ELECTRICAL AND HVAC CONTRACTORS SHALL INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE GOVERNING CODES AND REGULATIONS AT NO EXTRA COST TO THE OWNER, WITH EXCEPTION THAT MAJOR ITEMS AS OMITTED OR IN VIOLATION PER PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR DISPOSITION AND COST ADJUSTMENT. 3. CONTRACTOR SHALL NOT KNOWINGLY PROCEED WITH ANY WORK NOT IN CONFORMANCE WITH GOVERNING CODES AND REGULATIONS. 4. THE OWNER RESERVES THE RIGHT TO REJECT OR ACCEPT ANY OR ALL BIDS. I. DINNER'S EQUIPMENT SCHEDULE I. UPON WRITTEN REQUEST OF CONTRACTOR, THE DINNER WILL FURNISH TO THE GENERAL CONTRACTOR A SCHEDULE INDICATING DELIVERY DATES AND INSTALLATION REQUIREMENTS OF EQUIPMENT TO BE FURNISHED AND INSTALLED UNDER SEPARATE CONTRACTS. 2. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE BUILDING AREAS ARE MADE READY TO RECEIVE AND INSTALL THE OWNER'S EQUIPMENT IN ACCORDANCE WITH THE DELIVERY SCHEDULE AND SPECIFIC REQUIREMENTS FURNISHED. 5. FAILURE TO MEET THE SCHEDULE ON ITEMS OF THE OWNER FURNISHED EQUIPMENT WILL BE CONSIDERED AS IMPORTANT AS FAILURE TO MEET THE COMPLETION SCHEDULE ON ANY OTHER PART OF THE WORK. J. WORK NOT IN CONTRACT L. EXTRA COSTS WHEN CERTAIN ITEMS OF EQUIPMENT AND OTHER WORK ARE INDICATED AS "NIG" (NOT IN CONTRACT), OR TO BE FURNISHED AND INSTALLED UNDER OTHER CONTRACTS, ANY REQUIRMENTS FOR PREPARATION OF OPENINGS, PROVISION OF BACKING , ETC.. FOR RECEIPT OF SUCH "NIG" WORK SHALL BE PROVIDED TO THE GENERAL CONTRACTOR WHO SHALL PROPERLY FORM AND OTHERWISE PREPARE HIS WORK IN A SATISFACTORY MANNER TO RECEIVE SUCH 'NIG" WORK. K. SUBSTITUTION OF MATERIALS AND "OR EQUAL" I. OR EQUAL: THE PHRASE OR EQUAL" INDICATES THAT THE ARCHITECT CONSIDERS THAT EQUAL PRODUCT OF THAT TYPE ARE AVAILABLE AND WILL SE CONSIDERED. HOWEVER, THE LATEST PUBLISHED SPECIFICATIONS AND THE ACTUAL PRODUCT OF A MANUFACTURER NAMED WILL BE A STANDARD BY WHICH THE ARCHITECT WILL MAKE THE JUDGEMENT. ALTHOUGH THE "EQUAL" PRODUCT IS APPROVED, THE CONTRACTOR SHALL FULLY BE RESPONSIBLE FOR ANY FAULTS OR INFERIOR PERFORMANCE THAT DEVELOPS FROM ITS NOT BEING "EQUAL" TO THE ORIGINALLY NAMED PRODUCT, 2. SUBSTITUTE SHEET: IF IN THE OPINION OF THE CONTRACTOR A SUBSTITUTE MATERIAL OR METHOD 15 ADVISABLE INVOLVING AN ADD OR SUBTRACT TO THE COST, HE MAY LIST SAME ON A SUBSTITUTE SHEET SAYING THE AMOUNT OF ADD OR SUBTRACT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL IN WRITING FROM THE ARCHITECT. I. THE OWNER RESERVES THE RIGHT TO AUTHORIZE CHANGES IN WORK. NO EXTRA COST SHALL BE ACCEPTED, HOWEVER, UNLESS APPROVED IN WRITING BY THE OWNER. EXTRA COST SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL WITH LABOR AND MATERIAL BREAKDOWN. 2. LABOR AND MATERIAL SHALL BE DISTRIBUTED AT CONTRACTOR'S OR SUBCONTRACTOR'S DIRECT COST, SUPPORTED BY INVOICES, TIME CARDS, AND SIMILAR SUPPORT DATA. M. TEMPORARY UTILITIES THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SERVICE OF WATER, ELECTRICITY, AND HEAT FOR ALL TRADES. HE SHALL PAY ALL RELATED CHARGES, FEES, AND FUEL AND ENERGY COSTS UNTIL THE BUILDING 15 ACCEPTED. HE SHALL ALSO HAVE INSTALLED AND PAY FOR A TELEPHONE ON THE SITE. N. PAYMENT OF THE CONTRACTOR APPLICATION FOR PAYMENT SHALL BE SUBMITTED TO THE OWNER ON AIA FORMS G -102 AND G -703. 0. JOB OFFICE THE GENERAL CONTRACTOR SHALL PROVIDE A SUITABLE JOB OFFICE ON THE SITE EQUIPPED WITH A PLAN RACK FOR SHOP DRAWINGS AND PLANS,A TABLE FOR EXAMINING PLANS, A TELEPHONE AND HEAT AND LIGHT. P. ASSIGNMENT OF WRITS OF EXECUTION 0. DEFINITIONS I. OWNER : FOREVER 21 INC. 2. (PROJECT ADDRESS) 3. GENERAL CONTRACTOR: THE CONTRACTOR RESPONSIBLE FOR THE ENTIRE PERFORMANCE OF THE WORK, INCLUDING COORDINATION OF THE WORK OF ALL SUBCONTRACTORS WHETHER THEY RELIEVE THEIR CONTRACT FROM THE (GENERAL CONTRACTOR OR THE OWNER. 4. CONTRACTOR: THIS TERM, AS NOTED UNDER THE INDIVIDUAL TRADE SECTIONS SHALL REFER TO ALL SUBCONTRACTORS WHO BEAR THE SAME RESPONSIBILITY TO THE GENERAL CONTRACTOR THAT THE GENERAL CONTRACTOR BEARS TO THE OWNER. R. STANDARDS ASSIGNMENTS OF PAYMENTS OF THIS CONTRACT SHALL BE VOID AND NOT BINDING UPON THE OWNER, UNLESS THE OWNER HAS GIVEN WRITTEN CONSENT TO SUCH ASSIGNMENT. I. GENERAL: THROUGHOUT THE SPECIFICATIONS, CERTAIN RECOGNIZED GOVERNMENT AND /OR INDEPENDENT TRADE SOCIETIES MAY BE REFERENCED TO AND SHALL BECOME A PART OF THAT PORTION OF THE SPECIFICATIONS. THESE SOCIETIES HAVE ESTABLISHED STANDARDS WHICH GENERALLY ARE HEREIN KNOWN AS "THE HIGHEST STANDARDS OF THE TRADES. IN ADDITION, ALL MATERIALS AND THE USE OF ALL MATERIALS SHALL CONFORM TO THE GOVERNMENT BUILDING CODES. THE LATEST EDITION OF THE ARCHITECTURAL FILE OF SWEET'S CATALOG SERVICE IS THE REFERENCE FOR THE TRADE NAMES, AND MANUFACTURER'S SPECIFICATIONS HEREIN REFERRED TO. NAMES NOT LISTED SHALL BE AS SPECIFIED AND FURTHER INFORMATION MAY BE OBTAINED AT THE OFFICE OF THE ARCHITECT. 2. ABBREVIATIONS : THE GOVERNMENT AND /OR TRADE SOCIETIES REFERENCED TO HEREIN SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING: AAMA ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION AAN AMERICAN ASSOCIATION OF NURSERYMEN ACI AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WOODWORKING INSTITUTE AMERICAN WOOD PRESERVERS ASSOCIATION AMERICAN WOOD PRESERVERS INSTITUTE AMERICAN WELDING SOCIETY CONCRETE REINFORCING STEEL INSTITUTE NATIONAL CONCRETE MASONRY ASSOCIATION NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL SANITATION FOUNDATION 1118 COUNCIL OF AMERICA STEEL DOOR INSTITUTE UNDERWRITERS LABORATORIES S. DISCREPANCIES OR OMISSIONS SHOULD A CONTRACTOR FIND DESCREPANGIES OR OMISSIONS FROM THE WORKING DRAWING'S OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR EARNINGS, HE SHALL AT ONCE NOTIFY THE ARCHITECT, AND SHALL NOT PROCEED UNTIL PROPERLY INSTRUCTED. T. SUPERINTENDENCE THE CONTRACTOR WILL GIVE HIS PERSONAL SUPERINTENDENCE AND DIRECTION TO THE PERFORMANCE OF HIS CONTRACT, AND HE SHALL KEEP A COMPETENT SUPERINTENDENT CONSTANTLY ON THE WORK, UNTIL IT IS COMPLETED. U. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIOD OF TIME ON SPECIFIC ITEMS. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCIDENTAL THERETO, INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS, OR EQUIPMENT. IF THE CONTRACTOR, AFTER NOTICE IN WRITING FROM THE ARCHITECT AND OWNER FAILS TO PROCEED PROMPTLY TO COMPLY WITH THE TERMS OF THE GUARANTEE, THE OWNER MAY HAVE THE DEFECTS CORRECTED, AND THE CONTRACTOR RESPONSIBLE AND HIS SURETY SHALL BE LIABLE FOR ALL EXPENSES INCURRED. SECTION 01500 - SUBMITTALS A. SAMPLES I. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL SAMPLES REQUIRED IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS. UNLESS OTHERWISE SPECIFIED IN THE INDIVIDUAL SECTIONS, THREE SPECIMENS OF EACH SAMPLE SHALL BE SUBMITTED. SAMPLES SHALL BE OF SUFFICIENT SIZE TO PERMIT PROPER EVALUATION OF MATERIALS. 2. SAMPLES WHICH CAN BE CONVENIENTLY MAILED SHALL BE SENT DIRECTLY TO THE ARCHITECT, ACCOMPANIED BY TRANSMITTAL NOTICE STATING NAME OF THE PROJECT, SPECIFICATION SECTION, AND ARTICLE NUMBER TO WHICH THE SAMPLE REFERS AND DESCRIPTION OF ITEM BEING SUBMITTED. ALL OTHER SAMPLES SHALL BE DELIVERED TO THE OFFICE WITH SAMPLE INDENTIFIGATION TAGS ATTACHED AND PROPERLY FILLED IN. TRANSMITTAL NOTICE OF SAMPLES SO DELIVERED SHALL BE SUBMITTED TO THE ARCHITECT BY THE CONTRACTOR. ALL CHARGES IN CONNECTION WITH DELIVERY OF SAMPLES SHALL BE PAID BY THE CONTRACTOR, B. COLORS I. UNLESS THE PRECISE COLOR AND PATTERN 15 SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS, WHENEVER A CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT, SUBMIT ACCURATE COLOR CHART AND PATTERN CHARTS TO THE ARCHITECT FOR HIS REVIEW AND SELECTION. C. SHOP DRAWING'S WHEN REQUIRED BY THE ARCHITECT, SHOP DRAWINGS OF FABRICATED WORK SHALL BE SUBMITTED ON FIVE (5) BLUE OR BLACK LINE NON - REPRODUCIBLE PRINTS. IF CORRECTIONS ARE REQUIRED, A CORRECTED REPRODUCIBLE PRINT SHALT. BE SUBMITTED TO THE ARCHITECT FOR APPROVAL AND THIS PROCEDURE SHALL BE FOLLOWED UNTIL FINAL APPROVAL. D. MANUALS I. INHERE MANUALS ARE REQUIRED TO BE SUBMITTED COVERING ITEMS INCLUDED IN THIS WORK, PREPARE ALL SUCH MANUALS IN DURABLE PLASTIC BINDERS APPROXIMATELY q -1/2" BY II" IN SIZE AND WITH AT LEAST THE FOLLOWING: a. IDENTIFICATION ON, OR READABLE THROUGH, THE FRONT COVER STATING GENERAL NATURE OF THE MANUAL. b, NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, FURNISHING IMMEDIATE INFORMATION AS TO LOCATION IN THE MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. G. COMPLETE INSTRUCTION REGARDING OPERATION AND MAINTENANCE OF ALL EQUIPMENTS INVOLVED. d. COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS, CURRENT COST, AND NAME AND ADDRESS OF NEAREST VENDOR OF PARTS. e. COPY OF ALL GUARANTEES AND WARRANTIES ISSUED. f. COPY OF THE APPROVED SHOP DRAWINGS WITH ALL DATA CONCERNING CHANGES MADE DURING CONSTRUCTION. 2. WHERE CONTENTS OF MANUALS INCLUDES MANUFACTURER'S CATALOG PAGES, CLEARLY INDICATE THE PRECISE ITEMS INCLUDED IN THIS INSTALLATION AND DELETE, OR OTHERWISE CLEARLY INDICATE, ALL MANUFACTURER'S DATA WITH WHICH THIS INSTALLATION IS NOT CONCERNED. 3. UNLESS OTHERWISE SPECIFICALLY DIRECTED BY THE ARCHITECT, DELIVER ONE COPY OF THE MANUAL TO THE ARCHITECT AND ONE COPY TO THE OWNER. E. APPROVALS I. THE ARCHITECT WILL REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS SO AS TO CAUSE NO DELAY, BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. 2. NO PORTION OF THE WORK REQUIRING A SUBMISSION SHALL BE COMMENCED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL THE SUBMISSION HAS BEEN RELIEVED AND APPROVED BY THE ARCHITECT IN WRITING. ALL SUCH PORTION OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. S. THE CONTRACTOR SHALL SUBMIT THE SAMPLES IN SUFFICIENT TIME TO PERMIT CHECKING, RE- SUBMISSION, RE- CHECKING, APPROVAL AND SUBSEQUENT FABRICATION AND DELIVERY. FAILURE TO DO SO WILL NOT JUSTIFY A DELAY IN THE TIME OF COMPLETION OF WORK. SECTION 01700 - PROJECT CLOSEOUT A. CLEANING UP I. UPON COMPLETION OF WORK, BUT PRIOR TO THE FINAL ACCEPTANCE OF THE BUILDING AND THE ARCHITECTS CERTIFICATE OF FINAL COMPLETION, THE CONTRACTOR SHALL DO, OR CAUSE TO HAVE DONE BY A TRAINED, EXPERIENCED AND DEPENDABLE SPECIALIST IN THE PARTICULAR TYPES OF WORK REQUIRED, THE FOLLOWING: 0. ALL GLASS THOROUGHLY CLEANED INSIDE AND OUT, WASHED AND POLISHED, WITH ALL STICKERS, MARKS, LABELS, AND STAIN CAREFULLY CLEANED UP, AND NO GLASS OR SURROUNDING MATERIALS SHALL BE SCRATCHED OR DAMAGED BY USE OF HARSH ABRASIVES, TOOL, OR CARELESS WORKMANSHIP. b. RESILIENT FLOOR AND WALL COVERINGS SHALL BE CLEANED ACCORDING TO MANUFACTURER'S DIRECTION. CLEAN CARPETS. G. PROTECTIVE COATING SHALL BE REMOVED FROM MACHINERY, HARDWARE, LIGHTING FIXTURE, PLUMBING FIXTURES, AND SIMILAR EQUIPMENT, AND ALL FINISHED PARTS CLEANED AND POLISHED. d. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE BUILDING AND THE SITE. PAINT, PUTTY, ADHESIVE AND SIMILAR MARKINGS SHALL BE REMOVED AND ENTIRE BUILDING LEFT BROOM CLEAN SO THAT THE PREMISES MAY BE ACCEPTED BY THE ARCHITECT IN A SPOTLESS CONDITION. 0. THE SITE SHALL BE FREE OF DEBRIS, WITH ALL AREAS ADJACENT TO THE CONSTRUCTION SITE, CLEANED AND RACKED AS REQUIRED BY THE ARCHITECT TO MAKE THE SITE NEAT AND ORDERLY. B. CONTRACTOR'S LIABILITY INSURANCE I. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM FROM CLAIMS SET FORTH BELOW, WHICH MAY ARISE OUT OF OR RESULT FROM THE CONTRACTORS OPERATIONS UNDER THE CONTRACT, WHETHER SUCH OPERATIONS BE BY HIMSELF, OR BY ANY SUBCONTRACTOR OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ONE OF THEM, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE. a. CLAIMS UNDER WORKMEN'S COMPENSATION, EMPLOYER'S LIABILITY, DISABILITY BENEFIT AND OTHER SIMILAR EMPLOYEE ACTS. b. CLAIMS FOR DAMAGE BECAUSE OF BODILY INJURY, PERSONAL INJURY CLAIMS, OCCUPATIONAL DISEASE, OR SICKNESS OR DEATH OF HIS EMPLOYEES, AND CLAIMS INSURED BY USUAL PERSONAL INJURY LIABILITY COVERAGE. G. CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, PERSONAL INJURY CLAIMS, SICKNESS OR DISEASE, OR DEATH OF ANY PERSON OTHER THAN HIS EMPLOYEES, AND CLAIMS INSURED BY USUAL PERSONAL INJURY LIABILITY COVERAGE. d. CLAIMS FOR DAMAGE BECAUSE OF INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY, INCLUDING LOSS OF USE RESULTING THEREFROM. 0. THE INSURANCE REQUIRED SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF LIABILITY SPECIFIED AS PART OF THIS CONTRACT AND SHALL BE WRITTEN ON A COMPREHENSIVE GENERAL LIABILITY FORM, INCLUDING COVERAGE FOR PREMISES AND OPERATIONS; OWNER'S AND CONTRACTORS' PROTECTIVE; PRODUCT AND COMPLETED OPERATION; AUTOMOTIVE OWNED AND NON- OWNER, BLANKET CONTRACTUAL; ICU (EXPLOSION, COLLAPSE, UNDERGROUND HAZARD INSURANCE); BROAD FORM PROPERTY DAMAGE; PERSONAL INJURY WITH EXCLUSION D DELETED. SUCH POLICY(S) SHALL INCLUDE THE OWNERS AND CONTRACTOR'S ADDITIONAL INSURED ENDORSEMENT. 2. INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN THE FOLLOWING LIMITS OF LIABILITY a. WORKMEN'S COMPENSATION (INCLUDING OCCUPATIONAL DISEASE) STATUTORY LIMITS, AND EMPLOYER'S LIABILITY INSURANCE IN AN AMOUNT OF NOT LESS THAN $100,000 FOR ANY OCCURRENCE. b. BODILY INJURY AND PERSONAL INJURY, NOT LESS THAN $1,000,000 COMBINED SINGLE LIMIT PER OCCURRENCE. G. PROPERTY DAMAGE LIABILITY, NOT LESS THAN $250,000 COMBINED SINGLE LIMIT PER OCCURRENCE. d. AUTOMOBILE PUBLIC. LIABILITY AND PROPERTY DAMAGE; SAME AS ITEMS (2) AND (5). e. THE OWNER AND ITS AFFILIATES AND SUBSIDIARIES SHALL BE NAMED ADDITIONAL INSURED ON THE OWNERS AND CONTRACTORS ADDITIONAL INSURED ENDORSEMENT (ISO FORM 612001) ON ALL POLICIES REQUIRED BY SCHEDULE C AND ARISING OUT OF THIS CONTRACT. f. POLICIES OR CERTIFICATES EVIDENCING THE INSURANCE REQUIRED TO BE CARRIED HEREUNDER , TOGETHER WITH RECEIPTS SHOWING PAYMENT OF THE PREMIUMS THEREFORE SHALL BE FILED WITH THE OWNER, PRIOR TO THE COMMENCEMENT OF ANY WORK PURSUANT TO THE PROVISIONS OF THIS CONTRACT, AND EVIDENCE OF RENEWALS OF SAID POLICIES SHALL BE SUBMITTED NOT LESS THAN TEN (10) DAYS PRIOR TO THE EXPIRATION OF THE TERM OF SUCH COVERAGE. ALL SUCH CERTIFICATES OR POLICIES SHALL NOT BE SUBJECT TO CANCELLATION OR MATERIAL ALTERATION EXCEPT AFTER THIRTY (30) DAYS PRIOR WRITTEN NOTICE TO THE NAMED INSURED. 3. INDEMNIFICATION a. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT, AND THEIR AGENT AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE a) IS ATTRIBUTABLE TO BODILY INJURY, PERSONAL INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY OR DESTRUCTION OF TANGIBLE PROPERTY OTHER THAN THE WORK ITSELF), INCLUDING THE LOSS OF USE RELATING THERE FROM, AND B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE WHOSE ACTS FOR WHICH THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PARTY BY A PART, INDEMNIFIED HEREUNDER. b. IN ANY AND ALL SUCH CLAIMS AGAINST THE OWNER, OR ANY OF THEIR AGENTS OR EMPLOYEES BY ANY EMPLOYEE OF THE CONTRACTOR AND SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR TYPE OF DAMAGE, COMPENSATION, OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUBCONTRACTOR UNDER WORKMEN'S COMPENSATION ACTS, EMPLOYER'S LIABILITY, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. 4. THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND THE LIABILITY OF THE OWNER, HIS AGENT, OR EMPLOYEES, ARISING OUT OF THE PREPARATION OR APPROVAL OF MAPS, DRAWING'S, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS, OR SPECIFICATIONS OR THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTION BY THE OWNER, HIS AGENT OR EMPLOYEES PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. 5. SHOULD ANY PART OF THE WORK BE SUBLET, EACH CONTRACTOR SHALL CARRY LIKE INSURANCE OF THE SAME AMOUNT. SECTION 02010 - DEMOLITION PART I - GENERAL A. GENERAL REQUIREMENTS B. SCOPE ATTENTION 15 DIRECTED TO THE PRINTED FORM OF CONTRACT AND SECTION 1010- GENERAL REQUIREMENTS WHICH ARE HEREBY MADE A PART OF THIS SECTION OF SPECIFICATIONS. I. THE SCOPE WITHOUT LIMITING THE GENERALITY THEREOF CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, AND MATERIALS AND PERFORMING ALL- OPERATIONS IN CONNECTION WITH REMOVAL AND DISPOSITION AND /OR SALVAGING FOR RE -USE OF ALL MATERIALS DESCRIBED HEREUNDER OR AS SHOWN ON THE DRAWINGS. SUCH WORK INCLUDES BUT 15 NOT LIMITED TO THE FOLLOWING: a. EXISTING MASONRY WALLS, INTERIOR AND EXTERIOR. b. EXISTING EXTERIOR BITUMINOUS CONCRETE PAVING. G. EXISTING CONCRETE SLABS, WALKS, INTERIOR AND EXTERIOR. d. EXISTING INTERIOR STUD PARTITIONS, WIRE MESH. G. EXISTING ACOUSTIC CEILING PANELS AND SUSPENSION SYSTEMS IN THEIR ENTIRETY. f. EXISTING GYPSUM WALLBOARD CEILINGS. g. EXISTING WALL FINISHES, CEILING SOFFITS, ETC. h. EXISTING STOREFRONT AND GLAZING AT FRONT ENTRANCE AND INHERE NOTED ON PLANS. 1. EXISTING MECHANICAL, ELECTRICAL, TELEPHONE, SPRINKLER AND PLUMBING FIXTURES, INCLUDING ASSOCIATED DUCTWORK, WIRING AND PIPING - INDICATED ON THE DRAWING TO BE REMOVED - BY RESPECTIVE TRADES. C. EXISTING UTILITIES I. DISCONNECTION: BEFORE STARTING DEMOLITION, DISCONNECT OR ARRANGE FOR THE DISCONNECTION OF UTILITY SERVICE CONNECTIONS SUCH AS WATER, ELECTRICITY, CITY SEWAGE AND TELEPHONE TO BUILDING AREAS TO BE DEMOLISHED IN ACCORDANCE WITH THE REGULATIONS OF THE UTILITY CONCERNED. 2. PROTECTION: PRESERVE IN OPERATING CONDITION ALL ACTIVE UTILITIES TRAVERSING THE PROJECT SITE. PROTECT ALL PROPERTY INCLUDING BUT NOT LIMITED TO MAINS, MANHOLES, CATCH BASINS, VALVE BOXES, POLES, GUYS, AND OTHER APPURTENANCES. ANY UNDERGROUND UTILITIES ENCOUNTERED DURING EXCAVATION UNDER THIS CONTRACT SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY AND FURTHER WORK THAT MIGHT DAMAGE OR OTHERWISE DISRUPT THE UTILITY SERVICE SHALL CEASE. REPAIR DAMAGE TO ANY SUCH UTILITY DUE TO THE WORK UNDER THIS CONTRACT, TO SATISFACTION OF ARCHITECT. 3. PROVIDE FOR CONTINUED SERVICE OF BUILDING WATER METER, SPRINKLERS, GAS, ELECTRIC, AND SECURITY OF ADJACENT TENANTS. D. EXISTING CONDITIONS I. THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE SITE AND SATISFIED HIMSELF AS TO THE ACTUAL GRADES AND LEVELS AND TRUE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. 2. DAMAGE OR LOSS (WHETHER BY REASON OF FIRE, THEFT, OR OTHER HAPPENINGS) SHALL BE AT RISK OF THE CONTRACTOR FROM AND AFTER DATE OF ADVERTISING FOR BIDS. NO DAMAGE OR LOSS TO THE BUILDING OR STRUCTURE SHALL RELIEVE THE CONTRACTOR FROM ANY OBLIGATION UNDER THE CONTRACT. E. NOTICE TO PROCEED THE ENTIRE CONTRACT AREA WILL BE RELEASED TO THE CONTRACTOR FOR DEMOLITION PURPOSES AT ONE TIME UNDER THE NOTICE TO PROCEED, WHEREUPON THE CONTRACTOR SHALL HAVE FULL CONTROL OF THE PROGRESS AND SEQUENCE OF THE DEMOLITION, REMOVAL AND CLEARING WORK, AND SUBJECT TO ALL CONTRACT STIPULATION AND CONVENANTS. F. REGULATIONS AND STANDARDS ALL WORK SHALL COMPLY WITH THE ROLES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL THE LOCAL AND STATE AGENCIES HAVING JURISDICTION. NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PERMITTING WORK THAT 15 CONTRARY TO SUCH ROLES, REGULATIONS AND CODES. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION A. DEMOLITION AND REMOVAL I. EXTENT: EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, DEMOLISH STRUCTURES AND FOUNDATIONS TO 15" BELOW EXISTING GROUND LEVEL, 2. PROVIDE ADEQUATE PROTECTION TO PERSONS AND PROPERTY. EXECUTE THE WORK IN SUCH A MANNER SO AS TO AVOID INTERFERENCE WITH THE USE OR PASSAGE TO AND FROM ADJOINING BUILDINGS AND FACILITIES. 5. DUST CONTROL: NET DOWN THOROUGHLY MASONRY WALLS DURING DEMOLITION TO PREVENT SPREAD OF DUST, PROVIDE WATER AND NECESSARY CONNECTION THEREOF. 4. FIRES: BURN NO MATERIAL OR DEBRIS ON THE PREMISES WITHOUT SPECIFIC. PERMISSION, AND NOT UNDER OR NEAR TREES TO REMAIN. 5. GLEAN -UP: REMOVE FROM THE SITE RUBBISH AND DEBRIS FOUND THEREON, AND EXCEPT AS OTHERWISE SPECIFIED, MATERIALS AND DEBRIS RESULTING FROM THE WORK OF DEMOLITION. LEAVE THE SITE IN SAFE AND CLEAN CONDITION. STORAGE OF MATERIALS RESULTING FROM DEMOLITION AND /OR TOOLS AND EQUIPMENT RELATING THERE TO ON THE SITE WILL NOT BE PERMITTED AFTER COMPLETION OF THIS DEMOLITION AND REMOVAL WORK. B. SEQUENCE OF DEMOLITION I. BEARING WALLS: CHECK AND VERIFY ALL BEARING WALLS BEFORE DEMOLITION OR CUTTING. BRACE AND SHORE AS REQUIRED. 2. ROOF STRUCTURES AND WINDOWS: REMOVE IN PROPER SEQUENCE SO THAT INTERIORS ARE PROTECTED FROM THE ELEMENTS AND SO THAT TEMPORARY PROTECTION OR NEW CONSTRUCTION MAY FOLLOW DIRECTLY BEHIND DEMOLITION OR REMOVAL. 3. MECHANICAL AND ELECTRICAL: COORDINATE WITH THE TRADES INVOLVED FOR PROPER SEQUENCE AND EXTENT OF PIPING, WIRING, DUCT WORK AND EQUIPMENT REMOVAL. C. DISPOSAL OF SALVAGE I. PROPERTY BELONGING TO PUBLIC BODIES OR PUBLIC SERVICE COMPANIES SHALL NOT BECOME THE PROPERTY OF THE CONTRACTOR. 2. EXCEPT AS OTHERWISE PROVIDED, ALL SALVAGE MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE TAKEN FROM THE PREMISES. STORAGE OF SALVAGE MATERIALS AND EQUIPMENT ON THE SITE WILL NOT BE PERMITTED. ALL RUBBISH AND DEBRIS FOUND EXISTING ON THE SITE AT THE START OF THE WORK SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR. 3. PERSONAL PROPERTY OF THIRD PERSONS OR OF OCCUPANTS OF BUILDING ON THE SITE SHALL NOT BECOME THE PROPERTY OF THE CONTRACTOR. 4. MATERIALS LEFT ON THE SITE, AFTER ACCEPTANCE OF THE WORK BY THE OWNER, SHALL BE DEEMED TO HAVE BEEN ABANDONED BY THE CONTRACTOR TO THE OWNER AND THERETO SHALL THEREUPON REVERT TO AND VEST TO THE OWNER, WITHOUT PREJUDICES, HOWEVER, TO ANY CLAIM WHICH THE OWNER MAY HAVE AGAINST THE CONTRACT. SECTION 05410 - LOAD - BEARING METAL STUD SYSTEM A. SUMMARY SECTION INCLUDES: LOAD BEARING METAL STUD SYSTEM FOR INTERIOR FRAMING AND LOAD BEARING AND NON -LOAD BEARING EXTERIOR FRAMING AS SHOWN ON DRAWING AS SPECIFIED. SYSTEM DESCRIPTION DESIGN REQUIREMENTS: DESIGN STRUCTURAL MEMBERS IN ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STRUCTURAL STEEL ". MAXIMUM ALLOWABLE DEFLECTION: I. WALL RECEIVING GYPSUM WALLBOARD FINISHES: L /120. 2. WALL RECEIVING PLASTER AND BRITTLE FINISHES, INCLUDING EIFS AND STUCCO: L/240. 3. WALLS RECEIVING CERAMIC TILE FINISHES: L/560. DESIGN SYSTEM TO PROVIDE FOR MOVEMENT OF COMPONENTS WITHOUT, FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS, OR OTHER DETRIMENTAL EFFECTS WHEN SUBJECTED TO SEASONAL OR CYCLIC DAY/NIGNT TEMPERATURE RANGES. B. QUALITY ASSURANCE I. WELDING: PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH ANS 01.3 STRUCTURAL WELDING CODE SHEET STEEL. 2. REGULATORY REQUIREMENTS: MANUFACTURERS SHALL HAVE CURRENT 1060 OR CABO EVALUATIONS REPORT. C. MANUFACTURERS I. FURNISH PRODUCTS OF ONE OF THE MANUFACTURERS, EXCEPT AS APPROVED BY THE ARCHITECT, ARE SUBJECT TO COMPLIANCE WITH SPECIFICATION REQUIREMENTS: 0. AMERICAN STUCCO, INC. b. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM G. WESTERN d. MANUFACTURING MEMBERS F, THE METAL STUD MANUFACTURER'S ASSOCIATION, CORVALLIS, OREGON, (503) 151 -8411. P. MATERIAL I. STUD, TRACK BRACING AND BRIDGING: CONFORM TO ASTM Cg55; ASTM A653, 660 HOT -DIP GALVANIZED COATING. VERIFY THAT STUD PROPERTIES ARE INCLUDED IN GENERAL STRUCTURAL NOTES. 2. TRACK: CHANNEL SHAPED; SAME WITH AS STUDS, FOR TIGHT FIT; 16 GAUGE SOLID WEB, GALVANIZED OR PAINTED TO MATCH STUDS. 3. BRACING, FURRING, BRIDGING: FORMED GALVANIZED SHEET STEEL; CHANNEL SHAPED, PROVIDE GRG -IA" X 16 GAUGE BRIDGING. 4. PLATES, GUSSETS, CLIPS: GALVANIZED FORMED STEEL, THICKNESS DETERMINED FOR CONDITIONS ENCOUNTERED, MANUFACTURER'S STANDARD SHAPES. E. FASTENERS AND ATTACHMENTS: I. SHEET METAL: SELF - DRILLING, SELF- TAPPING SCREWS, TYPE APPROPRIATE FOR ATTACHMENT DETAIL REQUIREMENTS WITH PENETRATION THROUGH JOINED MATERIALS NOT LESS THAN 5 EXPOSED THREADS, 2. ANCHORAGE DEVICES TO STRUCTURAL COMMENTS: POWER DRIVEN OR POWER ACTUATED, DRILLED EXPANSION BOLTS, OR SCREWS, WITH SLEEVES. F. EXAMINATION VERIFICATION OF CONDITIONS: EXAMINE SUB - SURFACES TO RECEIVE WORK AND REPORT DETRIMENTAL CONDITIONS IN WRITING TO ARCHITECT. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUBSURFACES. COORDINATE WITH OTHER WORK WHICH AFFECTS, CONNECTS WITH, OR WILL BE CONCEALED BY THIS WORK. 6. ERECTION INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. I. ALIGNING FLOOR AND CEILING TRACKS: LOCATE TO WALL AND PARTITIONS LAYOUT. SECURE IN PLACE FASTENERS OR WELDING AT MAXIMUM 24 INCHES. COORDINATE INSTALLATION OF SEALANT WITH FLOOR AND CEILING TACKS. PLACE STUDS AT 16 INCHES D.G.; NOT MORE THAN 2 INCHES FROM ABUTTING WALLS AND AT EACH SIDE OF OPENINGS. CONNECT STUDS TO TRACKS USING FASTENERS METHOD UNLESS NOTED OTHERWISE. 2. ERECT LOAD BEARING STUDS ONE PIECE FULL LENGTH. SPLICING OF STUDS IS NOT PERMITTED. EXTEND STUDS FRAMING THROUGH CEILING TO UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE. PROVIDE DEFLECTION ALLOWANCE IN STUDS TRACK, DIRECTLY BELOW HORIZONTAL BUILDING FRAMING FOR NON - BEARING FRAMING. ATTACHMENT ON MECHANICAL AND ELECTRICAL ITEMS, AND TO PREVENT STUD ROTATION. H. CLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES. LEAVE WORK IN CLEAN CONDITION. A. B. QUALITY ASSURANCE STANDARDS C. D. E. F. H. J. K. L. M. N. P. SECTION 05500 - METAL FABRICATIONS SUMMARY OF SECTION MISCELLANEOUS METAL INCLUDING ITEMS FABRICATED FROM IRON AND STEEL SHAPES, PLATES, BARS, STRIP'S, TUESC3, PIPES AND CASTINGS WHICH ARE NOT A PART OF STRUCTURAL STEEL OR OTHER METAL SYSTEM IN OTHER SECTIONS OF THESE SPECIFICATIONS. TYPES OF MISCELLANEOUS METAL ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. CARPENTERS IRON WORK. 2. STEEL PIPE GUARDS AND HANDRAILS. 5. LADDERS. 4. LOOSE BEARING PLATES. 5. MISCELLANEOUS FRAMING AND SUPPORTS. 6. MISCELLANEOUS STEEL TRIM. 1. OTHER ITEMS AS INDICATED OR REQUIRED. EDIT LISTING AS REQUIRED FOR PROJECT. ADD OTHER ITEMS WHICH MAY BE TO A PARTICULAR PROJECT. COMPLY WITH THE FOLLOWING; EXCEPT AS OTHERWISE SPECIFIED: I. AISC "SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2. ASSI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBER." 5. AWS "STRUCTURAL YELPING CODE- STEEL." 4. ASTM A6 "GENERAL REQUIREMENTS FOR ROLLED STEEL PLATES SHAPES, SHEET PIPING AND BARS FOR STRUCTURAL USE. QUALIFICATI ONS QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITH AWS STANDARD QUALIFICATION PROCEDURE. PROJECT CONDITIONS FIELD MEASUREMENTS TAKE FIELD MEASUREMENTS PRIOR TO FABRICATION, TO ENSURE PROPER FITTING OF THE WORK. ALLOW FOR TRIMMING AND FITTING WHEREVER THE TAKING OF FIELD MEASUREMENTS BEFORE FABRICATION MIGHT DELAY THE WORK. MATERIALS I. STEEL PLATES, SHAPES AND BARS: ASTM A36. 2. STEEL BARS AND BAR -SIZE SHAPES: ASTM A36. 5. STEEL TUBING (NOT - FORMED. WELDED OR SEAMLESS): ASTM A500, GRADE B(FY = 46,000 PSI) 4. COLD- FINISHED CARBON STEEL BARS: ASTM AI05, GRADE AS SELECTED BY FABRICATOR. 5. HOT- ROLLED CARBON STEEL SHEETS AND STRIPS: ASTM A568 AND ASTM A56q, PICKLED AND OILED. 6. COLD- ROLLED CARBON STEEL SHEETS: ASTM A6II. HOT-DIP GALVANIZED STEEL SHEET: ASTM A526; WITH ASTM A525, G10 ZINC COATING. 1. GOLD -DRAWN STEEL TUBING: ASTM A5I2, SUNK DRAWN, BUTT WELDED, COLD - FINISHED AND STRESS - RELIEVED. 8. STEEL PIPE; ASTM A55, TYPE AS SELECTED; GRADE A. BLACK FINISH UNLESS GALVANIZING 15 REQUIRED WEIGHT, SCHEDULE 40, UNLESS OTHERWISE SHOWN OR SPECIFIED. ANCHORS I. MASONRY ANCHORAGE DEVICES: EXPANSION SHIELD, F5 FF- S-525. 2. TOGGLE BOLTS: TUMBLE -WING TYPE, F5 FF5588; TYPE CLASS AND STYLE AS REQUIRED. 5. THREADED -TYPE CONCRETE INSERTS: GALVANIZED FERROUS CASTINGS, INTERNALLY THREADED TO ACCEPT 5/4 INCH DIAMETER MACHINE BOLTS ; EITHER MALLEABLE IRON COMPLYING WITH ASTM A47 OR CAST STEEL COMPLYING WITH ASTM A27; HOT -DIP GALVANIZED IN COMPLIANCE WITH ASTM A155. 4. WEDGE -TYPE CONCRETE INSERTS: GALVANIZED BOX -TYPE FERROUS CASTINGS, DESIGNED TO ACCEPT 5/4 INCH DIAMETER BOLTS HAVING SPECIAL WEDGE - SHAPED HEADS, EITHER MALLEABLE IRON COMPLYING WITH ASTM A47 OR CAST STEEL COMPLYING WITH ASTM A21; HOT -DIP GALVANIZED IN COMPLIANCE WITH ASTM A153, 5. PROVIDE CARBON STEEL BOLTS HAVING SPECIAL WEDGE- SHAPED HEADS, NUTS, WASHERS AND SHIMS; ALL GALVANIZED IN COMPLIANCE WITH ASTM A153. 6, SLOTTED -TYPE CONCRETE INSERTS: GALVANIZED 1/8 INCH (5MM) THICK PRESSED STEEL PLATE COMPLYING WITH ASTM A283. BOX -TYPE WELDED CONSTRUCTION WITH SLOT DESIGNED TO RECEIVE 3/4 INCH (11MM) DIAMETER SQUARE HEAD BOLT WITH KNOCKOUT COVER. HOT -DIP GALVANIZED IN COMPLIANCE WITH ASTM Al23. b. FASTENERS PROVIDE ZINC- COATED FASTENERS WITH GALVANIZING COMPLYING WITH ASTM AI53 FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. SELECT FASTENERS FOR THE TYPE, GRADE AND CLASS REQUIRED FOR THE INSTALLATION OF MISCELLANEOUS METAL ITEM. I. BOLTS AND NUTS: ASTM A307, GRADE A, REGULAR HEXAGON HEAD. 2. BOLTS, HEXAGON AND SQUARE; ANSI 8- 18.2.1. 5. BOLTS, ROUND HEAD: ANSI 13-185. 4. LAG EOLTS:SQUARE HEAD TYPE. 5. WOOD SCREWS: ANSI B- 18.6.1, FLAT HEAD CARBON STEEL. 6. PLAIN WASHERS: ASTM F544 HELICAL SPRING TYPE CARBON STEEL. DELETE IF NOT APPLICABLE TO PROJECT. SPECIFIED PRODUCT 15 A "STANDARD" TYPE. EDIT AS REQUIRED FOR _ _ PROJECT. GALVANIZING ASTM Al23 FOR STEEL PLATES, BARS AND STRIPS. PAINT: METAL PRIMER: VOG COMPLIANT. a. INTERIOR STEEL: TNEMEC I0- (WHITE). b. EXTERIOR STEEL (EXPOSED): TNEMEC -ZINC d0 - 011. GALVANIZING REPAIR PAINT HIGH ZING DUST CONTENT: MIL -P -21035 (SHIPS). ACCESSORIES FABRICATION SHOP ASSEMBLY FINISHING GALVANIZING SHOP PAINTING 0. INSTALLATION ERECTION TOLERANCES INSERTS AND ANCHORAGES: FURNISH INSERTS AND ANCHORING DEVICES TO BE SET IN CONCRETE OR BUILT INTO MASONRY FOR INSTALLATION OF MISCELLANEOUS METAL WORK. PROVIDE SETTING DRAWINGS, TEMPLATES, INSTRUCTIONS AND DIRECTIONS FOR INSTALLATION OF ANCHORAGE DEVICES. GENERAL: FOR FABRICATION OF MISCELLANEOUS METAL WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, AND ROUGHNESS. REMOVE SUCH BLEMISHES BY GRINDING OR BY WELDING AND GRINDING, PRIOR TO CLEANING, TREATING AND APPLICATION OF SURFACE FINISHES, INCLUDING ZINC COATINGS. PRE ASSEMBLE ITEMS IN SHOP, WHEN POSSIBLE, TO MINIMIZE FIELD SPLICING AND ASSEMBLY OF UNITS AT THE SITE. DISASSEMBLE UNITS ONLY TO EXTENT NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. CLEARLY MARK UNITS FOR REASSEMBLY AND COORDINATED INSTALLATION. COMPLY WITH ASTM Al23 AND A153 FOR THE HOT -DIP PROCESS AFTER FABRICATION. SHOP PAINT MISCELLANEOUS METAL WORK, EXCEPT THOSE MEMBERS OR PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MASONRY; SURFACES AND EDGES TO BE FIELD WELDED AND GALVANIZED SURFACES, UNLESS OTHERWISE INDICATED. MAXIMUM VARIATION FROM PLUMB: 1/4 INCH (6MM) PER STORY, NON - CUMULATIVE. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH (6MM). INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. ALLOW FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT ATTACHMENTS. PERFORM FIELD WELDING IN ACCORDANCE WITH ANS DI.1 AFTER ERECTION PRIME WELDS, ABRASIONS AND SURFACES NOT SHOP PRIMED AND GALVANIZED MEMBERS, EXCEPT SURFACES TO BE IN A CONTACT WITH CONCRETE. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING. BUT NOT LIMITED TO DETAILS. DIMENSIONS. PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPEOFIC AREA OR REM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY NCONSISTENCE% DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE NOTE& TIE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF. ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMSSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. F Q F V E I SOUTH CENTER 836 SOUTHCENTER MALL TUKIMLA, WA 98188 -2888 Consultants 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 Seal: 6216 RECISTERE ARCHIT DENNIS MICHAEL HEATH STATE OF WASHINGTON Consuls NO. DATE REVISION A 1/28/0 ► LL PRELIMINARY SUBMITTAL 10 /IO /0/ PRELIMINARY ice- SUBMITTAL FINAL LL SUBMITTAL. II /OS /O1 ISSUED FOR FLAN CHECK PLAN CHECK RESPONSE, 0 I /O1/O5 F2I 4 LANDLORD COMMENTS CITY , , ` i , 'MLA I✓LI�1VI@ i Vt:6�; 6 LR Sheet The Job No. DATE: SCALE: DRAWN BY: Sheet No. SPECIFICATION 2K -01T SEPT., 2007 ELI. N CHECKED BY: M. LEE ('SP-11) Q. CLEANING SECTION 06100 - ROUGH CARPENTRY A. SUMMARY B. SUBMITTALS C. 17. DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS EQUIPMENT AND DEBRIS AWAY FROM PREMISES. LEAVE SITE IN CLEAN CONDITION. SECTION INCLUDES: ROUGH CARPENTRY, INCLUDING RIGID SHEATHING, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. PRODUCT DATA: SUBMIT TECHNICAL DATA FOR WOOD PRESERVATIVE AND FIRE RETARDANT PRODUCTS. QUALITY ASSURANCE IDENTIFY EACH PIECE OF LUMBER OR PLYWOOD USED FOR STRUCTURAL FRAMING WITH GRADE AND TRADEMARK OF A LUMBER GRADING ORGANIZATION. TRADEMARK OF MANUFACTURER SHALL ALSO APPEAR ON EACH PIECE. GRADING RULES CONFORM WITH APPLICABLE REQUIREMENTS OF AMERICAN LUMBER STANDARDS "SIMPLIFIED PRACTICE RECOMMENDATION R -I6" AND TO GRADING RULES OF MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER 15 PRODUCED. E. STANDARDS CONFORM WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION, U.S. DEPT. OF COMMERCE COMMERCIAL STANDARDS AND AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AS THEY APPLY. F. DELIVERY, STORAGE AND HANDLING PACKING AND SHIPPING: DELIVER MATERIALS TO SITE IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGING WITH LABELS INTACT. STORE OFF GROUND TO ASSURE ADEQUATE VENTILATION, AND PROTECT AGAINST DAMAGE WHILE STORED AT THE SITE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR HANDLING. STORE MATERIALS FOR WHICH MAXIMUM MOISTURE IS SPECIFIED IN AREAS WHERE HUMIDITY CAN 5E CONTROLLED. G. LUMBER MATERIALS I. SPECIES: DOUGLAS FIR GRADED IN ACCORDANCE WITH STANDARD GRADING AND DRESSING RULES OF WGLIB. FRAMING LUMBER SHALL BE STRESS GRADE. ALL SIDES SHALL BE SURFACED. 2. LUMBER GRADES: AS FOLLOWS UNLESS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWINGS: 0. ONE INCH BOARDS: CONSTRUCTION. b. 2X4 STUDS, SILLS PLATES ETC. "1500 F INDUSTRIAL." a. OTHER FRAMING LUMBER, 2 TO 4 INCHES THICK: NUMBER 2 OR BETTER. CI. BEAMS, 5 INCHES AND OVER IN LEAST DIMENSION: NUMBER I OR BETTER. a. BEAMS, WHERE 50 NOTED: SELECT STRUCTURAL. f. POSTS AND COLUMNS, 5 INCHES AND OVER IN LEAST DIMENSION: SELECT STRUCTURAL. 3. M MISC. BLOCKING, BRIDGING ETC., UTILITY. OISTURE CONTENT: LUMBER SHALL BE AIR -DRIED OR KILN - DRIED. AT TIME OF INSTALLATION, MOISTURE CONTENT EXPRESSED AS A PERCENTAGE OF THE WEIGHT OF THE OVEN - DRY W0017 SHALL NOT EXCEED Iq PERCENT FOR LUMBER OF UP TO TWO INCH NOMINAL THICKNESS AND 15 PERCENT FOR EXTERIOR TRIM AND SIDING MOISTURE CONTENT OF LUMBER OVER TWO INCHES NOMINAL THICKNESS SHALL CONFORM TO THE RULES OF THE ASSOCIATION UNDER WHICH IT IS GRADED. 4. SHEATHING MATERIALS PLYWOOD: EACH PANEL OF SOFTWOOD PLYWOOD SHALL BE IDENTIFIED WITH THE APA GRADE - TRADEMARK AND SHALL MEET THE REQUIREMENTS OF PS -I -63 FOR SOFTWOOD PLYWOOD WHICH HAS AN EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED AND SHALL ALSO BE STAMPED ON EACH PIECE OF PLYWOOD. H. FACTORY WOOD TREATMENT I. PRESERVATIVE TREATMENT a. WOOD SILL PLATES AND LEDGERS BOLTED IN DIRECT CONTACT WITH CONCRETE OR MASONRY, LOCATED AT OR BELOW GRADE ONLY SHALL BE PRESSURE TREATED LUMBER. HOOVER TREATED WOOD PRODUCTS, INC. 'HOLMAN CCA ". b. BLOCKING OCCURRING ON TOP OF OR ABOVE THE ROOF DECK, INCLUDING THE NAILER BENEATH THE FLASHING AT PARAPET CAPS, SHALL E1E TREATED LUMBER. 2. FIRE - RETARDANT TREATMENT: HICKSON CORP. DRIGON FRTW IN ACCORDANCE WITH UL LABEL. WHERE REQUIRED BY CODE, WOOD STUDS PLATES SHEATHING BLOCKING ETC. SHALL BE PRESSURE TREATED b. DIMENSIONED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 16 PERCENT BEFORE MILLING AND FIRE PROTECTIVE TREATMENT. AFTER TREATMENT KILN DRY FRAMING LUMBER TO A MAXIMUM MOISTURE CONTENT OF 16 PERCENT. I. ACCESSORIES I. NAILS: COMMON WIRE, GALVANIZED FOR EXTERIOR WORK, MEETING F5 FP- N -101. 2. SCREWS: STANDARD DOMESTIC MANUFACTURER, BRIGHT STEEL, EXCEPT GALVANIZED FOR EXTERIOR USE AND OF BRASS, BRONZE AND ALUMINUM OR STAINLESS STEEL WHEN USED TO ATTACH ITEM MADE OF THOSE MATERIALS. 3. SCREWS USED FOR ATTACHING INTERIOR TRIM AND FINISH TO DRYWALL PARTITIONS SHALL BE TYPE S SELF - DRILLING SELF - TAPPING ANODIZED STEEL DRYWALL SCREWS OF REQUIRED LENGTHS AS SPECIFIED IN SECTION 01250. 4. BOLTS: STANDARD MILD STEEL SQUARE HEAD MACHINE BOLTS WITH SQUARE NUTS AND MALLEABLE IRON OR STEEL PLATE WASHERS OR CARRIAGE BOLTS WITH SQUARE NUTS AND GUT WASHERS AS INDICATED. 5. BOLTS NUTS AND WASHERS WHOLLY OR PARTIALLY EXPOSED ON EXTERIOR SHALL SE GALVANIZED. 6. BOLTS: MACHINE BOLTS OR CARRIAGE BOLTS IF NOTED ON DRAWINGS OF STRUCTURAL GRADE STEEL WITH SQUARE NUTS OF SIZES NOTED ON DRAWINGS CONFORMING TO ASTM A50"T. - f. STEEL PLATES AND ANGLES: ASTM A36 GALVANIZED AFTER FABRICATION. LOG SCREWS, SHEAR PLATES, AND SPLIT RING CONNECTORS: CONFORM TO REQUIREMENTS OF THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS OF NATIONAL FOREST PRODUCTS ASSOCIATION. S. FRAMING ANCHORS, JOIST HANGERS ETC.: SIMPSON COMPANY PRODUCTS OR SIMILAR DEVICES. q. POWER DRIVEN INSERTS: RAMSET OR AS APPROVED BY ARCHITECT MEETING FS GGG- D- 117A. INSTALL AS PER MANUFACTURER'S PRINTED DIRECTIONS. CHARGE SHALL BE POWERFUL ENOUGH TO PREVENT SPOILING OF CONCRETE. 10. GALVANIZING: ASTM A525 II. TOGGLE BOLTS: FS FF -8 -568 J. FABRICATED CONNECTIONS: I. SHEET METAL GALVANIZED OF SIZE AND TYPE SHOWN ON DRAWINGS. 2. STRUCTURAL SHEET: ASTM A36 HELPING BY QUALIFIED HELPERS IN CONFORMANCE WITH MS DI. ONE SHOP COAT OF PAINT PER FEDERAL SPECIFICATION TT -P -66. TYPE II TO PARTS NOT EMBEDDED. K. FRAMING COORDINATION I. INSTALL WOOD FRAMING MAKING PROPER PROVISIONS FOR WORK OF OTHER TRADES. GUT WOOD REQUIRED TO ACCOMMODATE PLUMBING, HEATING AND VENTILATING, ELECTRICAL AND OTHER TRADES. FIT NEATLY AROUND EXPOSED ITEMS AS OUTLET BOXES, CONDUIT PIPES, AND DUCTS. 2. PROTECT ADJACENT WORK. BEFORE PROCEEDING WITH RIGID SHEATHING, MAKE CERTAIN REQUIRED INSPECTIONS HAVE BEEN MADE. L. STRUCTURAL MEMBERS NO CUTTING, NOTCHING OR DRILLING WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. M. WOOD BACKING I. PROVIDE WOOD BACKING FURRING, STRIPPING OR BLOCKING INDICATED OR REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF OTHER TRADES. 2. PROVIDE APPROVED FIRE - PROOFED WOOD BACKING WHERE REQUIRED BY CODE IN NON - COMBUSTIBLE OR FIRE RATED CONSTRUCTION. N. 0 . P. Q. CONNECTIONS SUSDRILI- WHERE NECESSARY TO AVOID SPLITTING. BOLTS DRILL BOLT HOLES I /32 INCH LARGER THAN BOLT DIAMETER. USE SQUARE PLATE OR MALLEABLE IRON WASHERS UNDER HEADS AND NUT WHERE THEY BEAR AGAINST WOOD. RE- TIGHTEN BOLTS IMMEDIATELY PRIOR TO CONGEALING WITH FINISH MATERIALS. RE- TIGHTEN EXPOSED BOLTS IMMEDIATELY PRIOR TO FINAL INSPECTION. LOG SCREWS AND SCREWS I. SUBDRI LL, USE SQUARE PLATE OR MALLEABLE IRON WASHER UNDER LOG SCREW HEADS WHEN THEY BEAR ON WOOD. 2. EXTERIOR BASE PLATES OR SILLS RESTING ON CONCRETE: BED IN GEMENT MORTAR. TO OBTAIN A CONTINUOUS BEARING. MORTAR SHALL CONSIST OF ONE PART GEMENT TO THREE PARTS SAND. MIX MORTAR IN SMALL QUANTITIES SO THAT IT GAN BE USED PROMPTLY. SIZE PLATES OR SILLS AND SET LEVEL AND TRUE TO LINE. BOLT DOWN WITH BOLTS OF SIZE, LENGTH AND SPACING INDICATED WITH A BOLT NOT MORE THAN q INCHES FROM THE END OF ANY PIECE. ROUGH FRAMING FIT CLOSELY, SET ACCURATELY TO REQUIRED LINES AND LEVELS, AND SECURE RIGIDLY IN PLACE. SET HORIZONTAL AND INCLINED MEMBERS WITH CROWN EDGE UP. REINFORCE CUT MEMBERS AS DIRECTED. BOLT, NAIL AND SPIKE IN A THOROUGH MANNER WITH NOT LESS THAN THE SIZES AND QUANTITIES INDIGATED OR SPECIFIED. STRUCTURAL MEMBERS SHALL PROVIDE FULL CONTACT AT BEARING SURFACES. STUDS I. WALL AND PARTITIONS SHALL BE NOMINAL 2X4 AND 2X6 STUDS 16 INCHES ON CENTER UNLESS OTHERWISE NOTED OR UNLESS THEY ARE REQUIRED TO BE LARGER TO ACCOMMODATE MECHANICAL OR ELECTRICAL EQUIPMENT, PIPING AND FIXTURES OR EQUIPMENT OF OTHER TRADE. 2. UNLESS OTHERWISE DETAILED, PANELS, VALVE COVERS, CLEANOUTS, DEVICES, ACCESS DOORS, RECESSED CABINET BOXES ETC., SHALL BE MOUNTED FLUSH WITH THE ADJACENT WALL SURFACE. WHEN ANY SUCH ITEM 15 OF A DEPTH WHERE IT IS NOT PRACTICAL TO USE SOLID STUDDING TO THE FULL THICKNESS OF THE WALL, THEN THE WALL SHALL BE FURRED. WHEN FURRING IS REQUIRED, IT SHALL EXTEND THE FULL WIDTH AND FROM FLOOR TO ROOF OR CEILING JOISTS. 5. THE STUDS COMPRISING INTERIOR PARTITIONS AND THE WALL MATERIAL AFFIXED THERETO SHALL EXTEND FROM FLOOR TO ROOF OR CEILING JOIST FRAMING EXCEPT AS SHOWN. STAGGERED STUD WALLS SHALL BE CONSTRUCTED WHERE SHOWN ON PLANS AND AS DETAILED. S. TOP PLATES IN SEARING PARTITIONS SHALL BE DOUBLED AND LAPPED AT EACH INTERSECTION WITH WALLS OR PARTITIONS. STAGGER JOINTS IN UPPER AND LOWER MEMBERS OF TOP PLATE NOT LESS THAN 4 FEET. T. BLOCKING I. PROVIDE BLOCKING NOT LESS THAN 2 INCHES IN THICKNESS OF SAME WIDTH AS STUD AS FOLLOWS: a. STUD PARTITIONS OR WALLS MORE THAN 8 FEET, BUT NOT MORE THAN 14 FEET IN HEIGHT! ONE ROW OF BLOCKING FITTED SNUGLY AND NAILED INTO MID - HEIGHT OF STUD. b. WALLS OR PARTITIONS OVER 14 FEET IN HEIGHT: 2 OR MORE ROWS OF BLOCKING. LOCATE ROWS OF BLOCKING SO THAT IN NO CASE WILL THE DISTANCE BETWEEN SOLE OR TOP PLATES AND BLOCKING OR BETWEEN LINES OF BLOCKING EXCEED 8 FEET. G. PROVIDE SOLID FIRE BLOCKING AT CEILING LINE AT DROPPED CEILINGS. U. PROVIDE WOOD STRIPPING WHERE INDICATED FOR ATTACHMENT OF FINISH MATERIALS TO WOOD SURFACES. V. X. A. G. AT ROOFS I. PROVIDE CRICKETS, CANTS, EQUIPMENT CURBS, WOOD SADDLES, CANT STRIPS, CURB FOR PLYWOOD AT PARAPET WALLS; OTHER MISCELLANEOUS BACKING, BLOCKING, CURBING, AND WOOD MAILERS BOLTED TO TOPS OF CONCRETE OR MASONRY AND AT EXPANSION JOINTS, AS SPECIFIED OR REQUIRED 2. PROVIDE TREATED LUMBER AT BUILT -UP ROOFS, WITH CONCRETE OR MASONRY PARAPETS. INSTALL 1/2 INCH TREATED PLYWOOD NAILER AT SIDES ON NON - NAILABLE SKYLIGHTS, ROOF HATCHES, EQUIPMENT AND OTHER ROOF PENETRATIONS. W. PLYWOOD SHEATHING: I. INSTALL PLYWOOD ROOF SHEATHING AND SUBFLOORING WITH LONG DIMENSION PERPENDICULAR TO JOINTS. INSTALL WALL SHEATHING WITH LONG DIMENSION VERTICAL.. PLYWOOD SHEATHING AND SUBFLOORING SHALL HAVE EDGES BLOCKED AND NAILED FOR DIAPHRAGM OR SHEAR WALL STRESSES AS SHOWN ON THE DRAWINGS. 2. PLYWOOD SHALL BE LAID WITH THE "C" OR BEST FACE ON EXPOSED 5117E. AT NON- TONGUE AND GROOVE SHEATHING, PROVIDE PLYWOOD CLIPS AT 24 INCHES O.G. MAXIMUM AT UNSUPPORTED OR UNBLOCKED EDGES. 3. SITE WOOD TREATMENT, BLOCKING STUDS, JOISTS, POSTS, ETC., WITHIN 12 INCHES OF CONCRETE SHALL BE TREATED AFTER SAWING BY SOAKING ENDS IN SOLUTION OF WOLMAN CCA FOR NOT LESS THAN 15 MINUTES. PLYWOOD SHEATHING ON EXTERIOR WALLS LESS THAN 2 FEET ABOVE GRADE SHALL BE SOAKED IN SOLUTION FOR NOT LESS THAN 15 MINUTES. CLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE EXCESS MATERIALS, EQUIPMENT AND DEBRIS AND DISPOSE OF AWAY FROM PREMISES. SECTION 06200 - FINISH CARPENTRY SUMMARY SECTION INCLUDES: FINISH CARPENTRY WORK AS SHOWN ON DRAWINGS AND AS SPECIFIED. B. SUBMITTALS SAMPLES WHEN REQUESTED BY ARCHITECT OR TENANT, SUBMIT TWO SAMPLES OF EACH SPECIES OF EXPOSED WOOD TO RECEIVE TRANSPARENT FINISH AT THE SITE. SAMPLE SHALL BE 12 INCHES BY 12 INCHES IN SIZE. REFERENCES STANDARDS: FOLLOWING STANDARDS APPLY TO WORK OF THIS SECTION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED: I. ARCHITECTURAL WOODWORK INSTITUTE "QUALITY STANDARDS ", "CUSTOM" GRADE, WHEN NOT OTHERWISE INDICATED. 2. CALIFORNIA REDWOOD ASSOCIATION. 3. WESTERN WOOD PRODUCTS ASSOCIATION MANUAL. 4. AMERICAN PLYWOOD ASSOCIATION. 5. WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING RULES. D. DELIVERY, STORAGE AND HANDLING: DELIVER MATERIALS TO SITE IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGING WITH LABELS INTACT. PROTECT FINISHED SURFACES WITH REMOVABLE WRAPPING OR COATING WHICH WILL NOT BOND WHEN EXPOSED TO SUNLIGHT. ADEQUATELY STORE TO PROTECT AGAINST DAMAGE WHILE STORED AT THE SITE. PROVIDE HUMIDITY CONDITIONS WHICH WILL NOT DAMAGE WOODWORK. E. PROJECT CONDITIONS VERIFY DIMENSIONS SHOWN ON DRAWINGS BY TAKING FIELD MEASUREMENT; PROPER FIT AND ATTACHMENT OF PARTS 15 REQUIRED. F. MATERIALS I. DOUGLAS FIR: GRADE C AND BETTER, FLAT GRAIN, GRADE MARKED BY WCUB. DOUGLAS FIR PLYWOOD: APA, C -D PLUGGED, EXTERIOR GLUE, GRADE TRADEMARKED, SANDED, OR AS INDICATED ON THE DRAWINGS. 2. BASE, MOLDINGS AND TRIM: GRADE B AND BETTER SELECT" NATURAL BIRCH WHERE STAINED, GRADE "C. AND BETTER SELECT" FIR, MAPLE, POPLAR, OR PINE WHERE PAINT FINISHES. b . GROUNDS, BLOCKING AND FURRING STRIPS *2 WHITE PINE, CONSTRUCTION GRADE DOUGLAS FIR OR OTHER SOUND SOFTWOOD. FIRE TREATED LUMBER AS REQUIRED BY GODES OR CONSTRUCTION TYPE. H. J. A. B. K. SHELV ING I . 2. PREPARATI ON DOUGLAS FIR, SURFACED (545) SHELF AND ROD SUPPORTS: a. KNAPE AND VOGT MFG. CO. NO. I1 15. VERIFY WITH MANUFACTURER'S LITERATURE. SHELF STANDARDS AND SUPPORTS KNAPE AND VOGT MFG. b. #255, AND #256, OR #81 AND #187 PRIMING: BACK -PRIME WOOD SURFACES INACCESSIBLE AND UNEXPOSED AFTER INSTALLATION BEFORE DELIVERY WITH AN APPROVED LINSEED OIL AND ALUMINUM PRIMER. PRIME GOAT UNFINISHED METAL PARTS. INSTALLATI ON USE ONLY HOT -DIP GALVANIZED OR ALUMINUM FINISH OR CASING NAILS. SET NAILS FOR PUTTY STOPPING IN SURFACED MEMBERS. HAMMER MARKS NOT ACCEPTABLE ON EXPOSED F I NI SHED SURFACE AND ARE SUBJECT TO REJECTION OF MEMBER BY ARCHITECT. MAKE END SPLICES EXPOSED IN FINISHED MEMBERS BEVEL SPLICES AND NOT SQUARE BUTTED. INSTALL MEMBERS IN AS LONG LENGTHS AS POSSIBLE, INSTALL WORK TO DETAILS SHOWN: PLUMB, LEVEL AND TO LINE AND SECURELY ANCHORED. MAKE SCRIBES, WHERE REQUIRED, AGGURATE. PROVIDE AND INSTALL OTHER MISCELLANEOUS MILLWORK ITEMS AND RELATED ITEMS REQUIRED TO COMPLETE THE WORK. PREPARE WOODWORK INSTALLED BY CLEANING AND SANDING AS REQUIRED TO RECEIVE FINISHES. GLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES. LEAVE WORK IN CLEAN CONDITION. SECTION 01270 - F I RESTOPP I NG A. 5. C. D. E. F. C. H. J. SUMMARY FIRESTOPPING AS SHOWN ON DRAWINGS AND AS SPECIFIED. SYSTEM DESCRIPTION I. PROVIDE UL CLASSIFIED OR WARNOCK HERESY LISTED FIRESTOPPING SYSTEM TO PREVENT THE SPREAD OF FIRE, SMOKE AND GASES THROUGH PENETRATIONS IN FIRE RESISTIVE WALLS, FLOORS AND PARTITIONS, INCLUDING; BUT NOT LIMITED TO; THE FOLLOWING AREAS: a. UNPROTECTED OPENINGS AND OPENINGS ACCOMMODATING PENETRATING ITEMS SUCH AS CABLES, CABLE TRAYS, PIPES, DUCTS, BOXES AND CONDUITS THROUGHOUT FIRE RATED FLOORS, WALLS AND SMOKE BARRIERS. b. HEAD OR WALL OPENINGS BETWEEN WALL AND CONNECTING FLOOR OR ROOF DECK ASSEMBLIES. a. OPENINGS AT CURTAIN WALLS BETWEEN EXTERIOR WALLS AND CONNECTING FLOOR SLABS PERIMETERS. 2. VERIFY THE FOLLOWING APPLICATION WITH THE MANUFACTURER BEFORE INCLUDING IN SPECIFICATIONS. a. FIRESTOP SYSTEM SHALL NOT BE INTENDED TO SUPPORT LIVE LOADS AND TRAFFIC UNLESS SPECIFICALLY APPROVED BY TESTING AGENCY. FIRE SYSTEMS SHALL BE APPROVED BY CODE AUTHORITY. 3. SUBMITTALS: PRODUCT DATA: SUBMIT MANUFACTURERS SPECIFICATIONS, PERFORMANCE CRITERIA, DRAWINGS AND INSTRUCTIONS. 4. TEST REPORTS: SUBMIT UL OR WARNOCK HERESY TEST REPORT DESCRIPTION FOR FIRE STOPPING SYSTEM. PROVIDE CERTIFICATION OF COMPLIANCE FROM AUTHORITY HAVING JURISDICTION INDICATING APPROVAL OF FIRE SYSTEM. QUALITY ASSURANCE REGULATORY REQUIREMENTS CONFORM TO APPLICABLE CODS FOR FIRE RESISTANCE RATING'S AND SURFACE BURNING CHARACTERISTICS: I. ASTM E 136, ASTM E 11 AND ASTM E 814, AS APPLICABLE. 2. UL 141 FIRE TEST TO ACHIVE REQUIRED FIRE - RATING AS NOTED ON DRAWINGS. 5. LISTING; UL OR /NH LISTED IN BUILDING PRODUCTS DIRECTORY. DELIVERY, STORAGE AND HANDLING COMPLY WITH MANUFACTURES INSTRUCTIONS FOR PRODUCT HANDLING AND STORAGE. MANUFACTURERS FURNISH FIRESTOP SYSTEMS ACCEPTABLE TO GOVERNING CODE AUTHORITY FROM ONE OF THE FOLLOWING MANUFACTURERS: I. U.S. GYPSUM CO. 2. TREMCO.INC. 3. 3M FIRE PROTECTION PRODUCTS ADD OTHER MANUFACTURES AS REQUIRED. MATERIALS: FIRESTOP SYSTEM MATERIALS I. GENERAL a. APPROPRIATE FOR PENETRATION. b. INCLUDE EVERY COMPONENT REQUIRED FOR CODE APPROVED INSTALLATION. INCLUDING, BUT NOT LIMITED TO: FIRESTOPPING PUTTIES OR COMPOUND, BACKING MATERIAL, WRAP STRIPS, PRIMERS, CLIPS AND COLLARS. PROPERTIES I. FREE OF ACCE3TO5, HALOGENS AND VOLATILE COMPONENTS AFTER CURING AND SHALL NOT SLUMP OR SAG, (EXCEPT FOR SELF - LEVELING PRODUCTS). 2. CAPABLE OF MAINTAINING AN AFFECTIVE BARRIER AGAINST FLAMES, HEAT AND SMOKE IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM E8114 UL I41'i AND U.B.C. STANDARD 1 -5. 3. NON- COMBUSTIBLE PER ASTM E 136. 4. UV RESISTANT WHERE EXPOSED TO SUNLIGHT. 5. WATER RESISTANT WHERE EXPOSED TO WATER. 6. FIRE SYSTEM SHALL ACCOMMODATE MOVEMENT WITHOUT ADVERSELY AFFECTING FIRE RATING OF WALL/FLOOR ASSEMBLY. 1. SHRINK RESISTANT. 6. PAINTABLE OR CAPABLE OF RECEIVING FINISH MATERIALS IN THOSE AREAS WHICH ARE SCHEDULED TO RECEIVE FINISHES. EXAMINATION VERIFICATION OF CONDITIONS: EXAMINE SUBSURFACES TO RECEIVE WORK. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUBSURFACES. COORDINATE WITH OTHER WORK WHICH AFFECTS, CONNECTS WITH OR WILL BE CONCEALED BY THIS WORK. PREPARATION/ INSTALLATION I. SUBSURFACE PREPARATION AND PRODUCT INSTALLATION SHALL CONFORM TO REQUIREMENTS OF QUALIFIED DESIGNS OR MANUFACTURERS APPROVED MODIFICATIONS AS SUPPORTED BY ENGINEER REPORTS AND SHALL BE APPROVED AND ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. A. CLEAN SUBSTRATE SURFACES OR DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, OR OTHER MATTER WHICH MAY AFFECT BOUND OR FIRE MATERIAL. REMOVE INCOMPATIBLE MATERIALS WHICH AFFECT BOND. INSTALL BACKING MATERIALS TO ARREST LIQUID MATERIAL LEAKAGE, IF REQUIRED. b. APPLY PRIMER AND FIRESTOP MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND IN ACCORDANCE WITH APPROPRIATE UL FIRE RESISTANCE DIRECTORY OR WITH THE APPROPRIATE WH INTERNATIONAL LISTING. CLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE ALL EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES LEAVE WORK IN CLEAN CONDITION. SECTION 08110 - STEEL DOORS AND FRAMES GENERAL PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH SECTION 05700 - HARDWARE. STANDARDS COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES" OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW METAL MANUAL." I. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. SUBMITTALS SUBMIT PRODUCT DATA. D. E. F. H. A. B. C. D. E. j '. T I ON 08335 - OVERHEAD COILING DOORS RNISHED OVERHEAD COILING G UIRED FOR COMPLETE A. B. C. SECTION 08510 - ACCESS DOORS AND PANELS 4 . 5. HOLLOW METAL DOORS FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE WITH FLUSH EDGE CLOSE TOP AT EXTERIOR DOORS. I. GORE: PROVIDE STEEL STIFFENED GORE; INSULATED AT EXTERI DOORS. 2. GAGE: PROVIDE MINIMUM IS GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE KNOCK -DOWN (FIELD - ASSEMBLED) FRAMES. FIRE RATED UNITS CONFORM TO NFPA 8O; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQUIRED. ACCESSORI ES PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. FABRICATION CONFORM TO REQUIREMENTS OF SDI OR NAAMM. I. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR FRAMES SPACE EQUALLY ALONG STRIKE JAMBS; PLAGE TWO SINGLE BUMPERS ON DOUBLE DOOR FRAME HEADS. FINISH PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 GALVANIZING; GLEAN, DEGREASE AND FACTORY PRIME PAINT. INSTALLATION COMPLY WITH MANUFACTURER RECOMMENDATIONS AND EITHER SDI OR NAAMM STANDARDS. I. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NFPA SO. 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 ". GENERAL PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE, WITH ACCESSORIES FOR COMPLETE INSTALLATION. I. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. SUBMITTALS FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL. TYPE FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD UL APPROVED FRAMED TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. I. FRAMES: FABRICATE FROM MINIMUM 16 GAGE. 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 4. FINISH: FINISH WITH MANUFACTURER'S FACTORY- APPLIED ENAMEL PRIME COAT APPLIED OVER PHOSPHATE COATING ON STEEL. INSTALLATION COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. I. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED. GENE INSTALL OWNER ACCESSORIES AS ACCESSORIES COORDINATE EXTENT OF COILING GRILLES; PROVI COMPLETE OPERATION INSTALLATION INSTALL INS PART I - GENERAL A. SUMMARY B. REFERENCES I -' NSTALLATION. ■ Si PROVIDE TIONAL INSTALLATION - FURNISHED WITH OVERHEAD ATERIALS AS REQUIRED FOR ILLES COMPLETE, IN ACCORDANCE WITH MANU ° TURER'S GTIONS AND RECOMMENDATIONS. I. FIT, ALIGN, LUBRICATE, AND ADJUST GRILLE ASSEMBLIES L PLUMB, AND TO PROVIDE SMOOTH OPERATION. L AND SECTION 05410 - ALUMINUM FRAMED STOREFRONTS (FOR EXTERIOR, INSULATED GLASS CONDITIONS) I. RELATED DOCUMENTS: CONDITIONS OF THE CONTRACT, DIVISION I - GENERAL REQUIREMENTS, AND DRAWINGS APPLY TO WORK OF THIS SECTION. 2. SECTION INCLUDES: a. STOREFRONT SYSTEM, COMPLETE WITH REINFORCING, FASTENERS, ANCHORS, AND ATTACHMENT DEVICES. b. ACCESSORIES NECESSARY TO COMPLETE WORK. 3. PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION: a. ANCHORING DEVICES THAT ARE BUILT INTO MASONRY. b. ANCHORING DEVICES THAT ARE CAST IN CONCRETE. 4. RELATED SECTIONS: a. SECTION 06100 -- ROUGH CARPENTRY. b. SECTION 08810 - GLASS AND GLAZING. I. ALUMINUM ASSOCIATION (AA): a. DAF -45 DESIGNATION SYSTEM FOR ALUMINUM FINISHES. 2. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA): a . 501 - METHODS OF TEST FOR EXTERIOR WALLS. b. 501.2 - QUALITY ASSURANCE AND DIAGNOSTIC WATER LEAKAGE FIELD CHECK OF INSTALLED STOREFRONTS, CURTAIN WALLS, AND SLOPED GLAZING SYSTEMS. G. 2505 - VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR SUPERIOR PERFORMING ORGANIC COATINGS ON ALUMINUM EXTRUSIONS AND PANELS. d. 611 - VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM. e. 701 - VOLUNTARY SPECIFICATIONS FOR PILE WEATHERSTRIPPING AND REPLACEABLE FENESTRATION WEATHERSEALS. f . 1503 - VOLUNTARY TEST METHOD FOR THERMAL TRANSMITTANCE AND CONDENSATION RESISTANCE OF WINDOWS, DOORS, AND GLAZED WALL SECTIONS. g. 1501 - VOLUNTARY SPECIFICATION FOR THE ACOUSTICAL RATING OF WINDOWS, DOORS, AND GLAZED WALL SECTIONS. h. GIN-I - CARE AND HANDLING OF ARCHITECTURAL ALUMINUM FROM SHOP TO SITE. i. SFM -I- ALUMINUM STOREFRONT AND ENTRANCE MANUAL. S. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): a . A35 - STRUCTURAL STEEL. b. Al25 - ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS. c. B2OG1 - ALUMINUM AND ALUMINUM - ALLOY SHEET AND PLATE. GI. 5221 - ALUMINUM -ALLOY EXTRUDED BARS, RODS, WIRE, SHAPES, AND TUBES. e. E255 - TEST METHOD FOR RATE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS. f. E350 - TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. g. E3S1 - TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. GLASS ASSOCIATION OF NORTH AMERICA (GANA): a. GLAZING MANUAL FEDERAL SPECIFICATIONS (FS): a. TT- P- 5416(I) PRIMER COATING, ZINC DUST -ZINC OXIDE (FOR GALVANIZED SURFACES). b. TT- P -545A PRIMER, PAINT, ZINC CHROMATE, ALKYD TYPE. STEEL STRUCTURES PAINTING COUNC (SSPG): COLD- APPLIED ASPHALT MASTIC (EXTRA THICK FILM). C. D. SYSTEM REQU IREMENTS I. DESIGN REQUIREMENTS: a. DRAWINGS ARE DIAGRAMMATIC AND DO NOT PURPORT TO IDENTIFY NOR SOLVE PROBLEMS OF THERMAL OR STRUCTURAL MOVEMENT, GLAZING, ANCHORAGE, OR MO ISTURE DISPOSAL. b. REQUIREMENTS SHOWN BY DETAILS ARE INTENDED TO ESTABLISH BASIC DIMENSION OF UNITS, SIGHT LINES AND PROFILES OF MEMBERS. G. PROVIDE CONGEALED FASTENING. d. PROVIDE ENTRANCE AND STOREFRONT SYSTEMS, INCLUDING NECESSARY MODIFICATIONS, TO MEET SPECIFIED REQUIREMENTS AND MAINTAINING VISUAL DESIGN CONCEPTS. e. ATTACHMENT CONSIDERATIONS ARE TO TAKE INTO ACCOUNT SITE PECULIARITIES AND EXPANSION AND CONTRACTION MOVEMENTS SO THERE 15 NO POSSIBILITY OF LOOSENING, WEAKENING OR FRACTURING CONNECTION BETWEEN UNITS AND BUILDING STRUCTURE OR BETWEEN UNITS THEMSELVES. f . ANCHORS, FASTENERS AND BRACES SHALL BE STRUCTURALLY STRESSED NOT MORE THAN 50% OF ALLOWABLE STRESS WHEN MAXIMUM LOADS ARE APPLIED. g. PROVIDE FOR EXPANSION AND CONTRACTION DUE TO STRUCTURAL MOVEMENT WITHOUT DETRIMENT TO APPEARANCE OR PERFORMANCE. h. FRAMING SYSTEMS SHALL ACCOMMODATE EXPANSION AND CONTRACTION MOVEMENT DUE TO SURFACE TEMPERATURE DIFFERENTIALS OF 180 DEGREES F WITHOUT CAUSING BUCKLING, STRESS ON GLASS, FAILURE OF JOINT SEALS, EXCESSIVE STRESS ON STRUCTURAL ELEMENTS, REDUCTION OF PERFORMANCE, OR OTHER DETRIMENTAL EFFECTS. I. STRESSES PLACED ON STRUCTURAL SILICONE SEALANTS SHALL BE KEPT WITHIN SEALANT MANUFACTURER'S RECOMMENDED MAXIMUM.] 2. PERFORMANCE REQUIREMENTS: a. WIND LOADS: PROVIDE FRAMING SYSTEM CAPABLE OF WITHSTANDING LOCAL WIND LOAD DESIGN PRESSURES. b. AIR INFILTRATION: AIR LEAKAGE THROUGH FIXED LIGHT AREAS OF STOREFRONT SHALL NOT EXCEED 0.05 GEM PER SQUARE FOOT OF SURFACE AREA WHEN TESTED IN ACCORDANCE WITH ASTM E285 AT DIFFERENTIAL STATIC. PRESSURE OF 5.24 PSF. G. WATER INFILTRATION: NO UNCONTROLLED LEAKAGE WHEN TESTED IN ACCORDANCE WITH ASTM E331 AT TEST PRESSURE OF 10 PSF AS DEFINED IN AAMA 501. d. DEFLECTION: MAXIMUM CALCULATED DEFLECTION OF ANY FRAMING MEMBER IN DIRECTION NORMAL TO PLANE OF WALL WHEN SUBJECTED TO SPECIFIED DESIGN PRESSURES FOR SPANS UP TO AND INCLUDING 13' -5" SHALL SE LIMITED TO [I/175] OF ITS CLEAR SPAN AND FOR SPANS GREATER THAN I5 ' -6" DEFLECTION SHALL BE LIMITED TO [1/240] OF ITS CLEAR SPAN + 1/4 ", EXCEPT THAT MAXIMUM DEFLECTION OF MEMBERS SUPPORTING PLASTER SURFACES SHALL NOT EXCEED I /350 OF ITS SPAN. e. THERMAL TRANSMITTANCE (U- FACTOR): WHEN TESTED TO AAMA SPECIFICATION 1503, THE THERMAL TRANSMITTANCE (U- FACTOR) SHALL NOT SE MORE THAN: I . GLASS TO EXTERIOR - 0.54 (CLEAR) 2. GLASS TO CENTER - 0.55 (CLEAR) 3. GLASS TO INTERIOR - 051 (CLEAR) f. CONDENSATION RESISTANCE (CRF): WHEN TESTED TO AAMA SPECIFICATION 1SO3, THE CONDENSATION RESISTANCE FACTOR SHALL NOT BE LESS THAN: I . GLASS TO EXTERIOR - 6GiFRAME AND 60GLASS (CLEAR) 2. GLASS TO CENTER - 58FRAME AND IGLASS (CLEAR) 3. GLASS TO INTERIOR - 57FRAME AND 57GLASS (CLEAR) g. SOUND TRANSMISSION CLASS (STC): WHEN TESTED TO AAMA SPECIFICATION 1801, THE STG RATING SHALL NOT BE LESS THAN: I. GLASS TO EXTERIOR - SFM (LAMINATED) 2. GLASS TO CENTER - 37 (LAMINATED) 3. GLASS TO INTERIOR - 58 (LAMINATED) 5. TESTING REQUIREMENTS: PROVIDE COMPONENTS THAT HAVE SEEN PREVIOUSLY TESTED BY AN INDEPENDENT TESTING LABORATORY_ SUBMITTALS I. GENERAL: SUBMIT IN ACCORDANCE WITH SECTION 01500. 2. PRODUCT DATA: a. SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE AND PRODUCT SPECIFICATIONS. b. INCLUDE INFORMATION FOR FACTORY FINISHES, HARDWARE, ACCESSORIES, AND OTHER REQUIRED COMPONENTS. 3. SHOP DRAWINGS: a. SUBMIT SHOP DRAWINGS COVERING FABRICATION, INSTALLATION AND FINISH OF SPECIFIED SYSTEMS. b. INCLUDE FOLLOWING: Oa. FULLY DIMENSIONED PLANS AND ELEVATIONS WITH DETAIL COORDINATION KEYS. bb. LOCATIONS OF EXPOSED FASTENERS AND JOINTS. G. PROVIDE DETAILED DRAWINGS OF: I. COMPOSITE MEMBERS. 2. JOINT CONNECTIONS FOR FRAMING SYSTEMS AND FOR ENTRANCE DOORS. 3. ANCHORAGE. 4. SYSTEM REINFORCEMENTS. 5. SYSTEM EXPANSION AND CONTRACTION PROVISIONS. 6. GLAZING METHODS AND ACCESSORIES. 7. INTERNAL SEALANT REQUIREMENTS. S. THERMAL IMPROVEMENTS. d. SCHEDULE OF FINISHES. 4. SAMPLES. a. SUBMIT MANUFACTURERS STANDARD SAMPLES INDICATING QUALITY OF FINISH. b. WHERE NORMAL TEXTURE OR COLOR. VARIATIONS ARE EXPECTED, INCLUDE ADDITIONAL SAMPLES ILLUSTRATING RANGE OF VARIATION. S. TEST REPORTS: a. STANDARD SYSTEMS: SUBMIT CERTIFIED COPIES OF PREVIOUS TEST REPORTS SUBSTANTIATING PERFORMANCE OF SYSTEM IN LIEU OF RETESTING. INCLUDE OTHER SUPPORTIVE DATA AS NECESSARY. 5. QUALIFICATION DATA: a. SUBMIT INSTALLER QUALIFICATIONS VERIFYING YEARS OF EXPERI ENCE. 7. MANUFACTURER'S INSTRUCTIONS: SUBMIT MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. E. QUALITY ASSURANCE I. SINGLE SOURCE RESPONSIBILITY: a . TO ENSURE QUALITY OF APPEARANCE AND PERFORMANCE, OBTAIN MATERIALS FOR SYSTEMS FROM EITHER A SINGLE MANUFACTURER OR. FROM MANUFACTURER APPROVED BY SYSTEMS MANUFACTURER. 2. INSTALLER QUALIFICATIONS: CERTIFIED IN WRITING BY SYSTEM MANUFACTURER AS QUALIFIED FOR INSTALLATION OF SPECIFIED SYSTEMS. 3. PERFORM WORK IN ACCORDANCE WITH AAMA SFM -I AND MANUFACTURER'S WRITTEN INSTRUCTIONS. F. DELIVERY, STORAGE, AND HANDLING I. COMPLY WITH REQUIREMENTS OF SECTION 01600. 2. PROTECT FINISHED SURFACES AS NECESSARY TO PREVENT DAMAGE. S. DO NOT USE ADHESIVE PAPERS OR SPRAYED COATINGS THAT BECOME FIRMLY BONDED WHEN EXPOSED TO SUN. 4. DO NOT LEAVE COATING RESIDUE ON ANY SURFACES. 5. REPLACE DAMAGED UNITS. WARRANTY I. PROVIDE WARRANTIES IN ACCORDANCE WITH SECTION 01100. 2. PROVIDE WRITTEN WARRANTY IN FORM ACCEPTABLE TO OWNER JO INTLY SIGNED BY MANUFACTURER, INSTALLER AND CONTRACTOR WARRANTING WORK TO BE WATERTIGHT, FREE FROM DEFLECTIVE MATERIALS, DEFECTIVE WORKMANSHIP, GLASS BREAKAGE DUE TO DEFECTIVE DESIGN, AND AGREEING TO REPLACE COMPONENTS WHICH FAIL WITHIN I YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 3. WARRANTY SHALL COVER FOLLOWING: a. COMPLETE WATERTIGHT AND AIRTIGHT SYSTEM INSTALLATION WITHIN SPECIFIED TOLERANCES. .b. SYSTEM IS STRUCTURALLY SOUND AND FREE FROM DISTORTION. FART 2 - PRODUCTS A. MANUFACTURERS AND PRODUCTS I. SUBJECT TO COMPLIANCE WITH REQUIREMENTS INDICATED, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: a . VISTAWALL ARCHITECTURAL PRODUCTS, TERRELL, TX. 2. SUBSTITUTIONS: SUBMIT UNDER PROVISIONS OF SECTION 01630, A MINIMUM OF 10 DAYS PRIOR TO BID DATE. 3. ACCEPTABLE STOREFRONT FRAMING SYSTEM. SERIES 5000 THERMAL MULTIPLANE, GLASS SET TO THE [FRONT, CENTER, BACK, OR IN MULTIPLE PLANES], THERMALLY BROKEN, [EXTERIOR, OR INTERIOR] LOADED 2" X 4 -1/2" MULLION PROFILE. THI5 SYSTEM USES A POURED -IN -PLACE POLYURETHANE THERMAL POCKET TO CREATE ITS THERMAL BREAK. THIS SYSTEM ACCOMMODATES I" GLASS THICKNESS, WITH I/4" AS AN OPTION. B. FRAMING MATERIALS AND ACCESSORIES I. ALUMINUM: a. ASTM 5221, ALLOY 5053 -T5 FOR EXTRUSIONS; ASTM 520 ALLOY 5005 -HIS FOR. SHEETS; OR OTHER ALLOYS AND TEMPER RECOMMENDED BY MANUFACTURER APPROPRIATE FOR SPECIFIED FINISH. 2. INTERNAL REINFORCING: a. ASTM ASS FOR CARBON STEEL. b. SHAPES AND SIZES TO SUIT INSTALLATION. c. STEEL COMPONENTS FACTORY COATED WITH ALKYD TYPE ZINC CHROMATE PRIMER COMPLYING WITH FS TT -F -545. 3. ANCHORAGE DEVICES: a . MANUFACTURER'S STANDARD FORMED OR FABRICATED STEEL OR ALUMINUM ASSEMBLIES OF SHAPES, PLATES, BARS OR TUBES. b. HOT -DIP GALVANIZE STEEL ASSEMBLIES AFTER FABRICATION; COMPLY WITH ASTM Al23, 2.0 OUNCE MINIMUM COATING. 4. FASTENERS: a. ALUMINUM, NON - MAGNETIC STAINLESS STEEL OR. OTHER NON - CORROSIVE MATERIALS COMPATIBLE WITH ITEMS BEING FASTENED. b. PROVIDE CONCEALED FASTENERS WHEREVER POSSIBLE. c. FOR EXPOSED LOCATIONS, PROVIDE PHILLIPS FLATHEAD SCREWS WITH FINISH MATCHING ITEM FASTENED. d. FOR CONCEALED LOCATIONS, PROVIDE MANUFACTURER'S STANDARD FASTENERS. 5. EXPANSION ANCHOR DEVICES: LEAD - SHIELD OR. TOOTHED - STEEL, DRILLED -IN, EXPANSION BOLT ANCHORS. 6. PROTECTIVE COATINGS: COLD- APPLIED ASPHALT MASTI COMPLYING WITH SSPG, COMPOUNDED FOR 30 MIL THICKNESS FOR EACH COAT OR ALKYD TYPE ZING CHROMATE PRIMER COMPLYING WITH FS TT -P -545. 7, TOUCH -UP PRIMER FOR GALVANIZED COMPONENTS: ZINC OXIDE CONFORMING WITH FS TT -P -541. 8. GLAZING GASKETS: a. COMPRESSION TYPE DESIGN, REPLACEABLE, MOLDED OR EXTRUDED, OF NEOPRENE, POLYVINYL CHLORIDE (PVC), OR ETHYLENE PROPYLENE DIENE MONOMER (EPDM). b. PROFILE AND HARDNESS AS REQUIRED TO MAINTAIN UNIFORM PRESSURE FOR WATERTIGHT SEAL . . WEATHERSTRIPPING: a. WOOL PILE CONFORMING TO AAMA 701.2. b. PROVIDE EPDM OR VINYL- -BLADE GASKET WEATHERSTRIPPING IN BOTTOM DOOR RAIL, ADJUSTABLE FOR CONTACT WITH THRESHOLD. 10. INTERNAL SEALANTS AND BAFFLES. G. GLASS AND GLAZING ACCESSORIES I. REFER TO SECTION 05510. D. FABRICATION I. COORD INATION OF FABRICATION: a. CHECK ACTUAL FRAME OR DOOR OPENINGS REQUIRED IN CONSTRUCTION WORK BY ACCURATE FIELD MEASUREMENTS BEFORE FABRICATI ON. B. FABRICATE UNITS TO WITHSTAND LOADS THAT WILL BE APPLIED WHEN SYSTEM 15 IN PLACE. 2. GENERAL a. CONCEAL FASTENERS WHEREVER POSSIBLE. b. REINFORCE WORK AS NECESSARY FOR PERFORMANCE REQUIREMENTS, AND FOR SUPPORT TO STRUCTURE. .. SEPARATE DISSIMILAR METALS AND ALUMINUM IN CONTACT WITH CONCRETE UTILIZING PROTECTIVE COATING OR PREFORMED SEPARATORS, WHICH WILL PREVENT CONTACT AND CORROSION. d. COMPLY WITH SECTION 08510 FOR GLAZING REQUIREMENTS. 3. ALUMINUM FRAMING: a. PROVIDE MEMBERS OF SIZE, SHAPE AND PROFILE INDIGATED, DESIGNED TO PROVIDE FOR GLAZING FROM [EXTERIOR] b. PROVIDE MANUFACTURER'S STANDARD THERMAL BREAK BETWEEN EXTERIOR AND INTERIOR ALUMINUM SURFACES. E. FABRICATE FRAME ASSEMBLIES WITH JOINTS STRAIGHT AND TIGHT FITTING. d. REINFORCE INTERNALLY WITH STRUCTURAL MEMBERS AS NECESSARY TO SUPPORT DESIGN LOADS . MAINTAIN ACCURATE RELATION OF PLANES AND ANGLES, WITH HAIRLINE FIT OF CONTACTING MEMBERS. f. SEAL HORIZONTALS AND DIRECT MOISTURE ACCUMULATION TO EXTERIOR_ g. PROVIDE FLASHINGS AND OTHER MATERIALS USED INTERNALLY OR EXTERNALLY THAT ARE CORROSIVE RESISTANT, NON - STAINING, NON--BLEEDING AND COMPATIBLE WITH ADJOINING MATERIALS. h. PROVIDE MANUFACTURER'S EXTRUSIONS AND ACCESSORIES TO ACCOMMODATE EXPANSION AND CONTRACTION DUE TO TEMPERATURE CHANGES WITHOUT DETRIMENTAL TO APPEARANCE OR PERFORMANCE. 4. WELDING: a . COMPLY WITH RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY. b. USE RECOMMENDED ELECTRODES AND METHODS TO AVOI D DISTORTION AND DISCOLORATION. G. GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH ADJACENT SURFACES; RESTORE MECHANICAL FINISH. 5. FLASHINGS: FORM FROM SHEET ALUMINUM WITH SAME FINISH AS EXTRUDED SECTIONS. APPLY FINISH AFTER FABRICATION. MATERIAL THICKNESS AS REQUIRED TO SUIT CONDI7.LOJIEWITHQUT DEFLECTION OR "OIL - CANNING ". E. FINISHES I. FINISH TO BE PER DRAWINGS. PART 3 - EXECUTION A. EXAMINATION B. INSTALLATION G. ADJUSTING D. GLEANING A. GENERAL I. EXAMINE CONDITIONS AND PROCEED 1NIT `'WORK IN , AGGORDANCE WITH SECTION 01400. I. ERECTION TOLERANCES: a. LIMIT VARIATIONS FROM PLUMB AND LEVEL: I. I/8 INCH IN 10'--O" VERTICALLY. 2. I/8 INCH IN 20' -0" HORIZONTALLY. b. LIMIT VARIATIONS FROM THEORETICAL LOCATIONS: 1/4 INCH FOR ANY MEMBER AT ANY LOCATION. C. LIMIT OFFSETS IN THEORETICAL END -TO -END AND EDGE -TO -EDGE ALIGNMENT: I /16 INCH FROM FLUSH SURFACES NOT MORE THAN 2 INCHES APART OR OUT -OF -FLUSH BY MORE THAN 1/4 INCH. 2. INSTALL DOORS AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S PRINTED I NSTRUCTI ONS. 5. SET UNITS PLUMB, LEVEL AND TRUE TO LINE, WITHOUT WARP OR RACK OF FRAME. 4. ANCHOR SECURELY IN PLACE, ALLOWING FOR REQUIRED MOVEMENT, INCLUDING EXPANSION AND CONTRACTION. 5. SEPARATE DISSIMILAR MATERIALS AT CONTACT POINTS, INCLUDING METAL IN CONTACT WITH MASONRY OR CONCRETE SURFACES, WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS TO PREVENT CONTACT AND CORROSION. 5. SET SILL MEMBERS IN BED OF SEALANT. SET OTHER MEMBERS WITH INTERNAL SEALANTS AND BAFFLES TO PROVIDE WEATHER -TIGHT CONSTRUCTION. 7. COORD INATE INSTALLATION OF PERIMETER SEALANT AND BACKING MATERIALS BETWEEN ASSEMBLIES AND ADJACENT CONSTRUCTION IN ACCORDANCE WITH REQUIREMENTS OF SECTION 0 1c120. 8. GLAZING: REFER TO REQUIREMENTS OF SECTION 05510. I. TEST DOOR OPERATING FUNCTIONS. ADJUST CLOSING AND LATCHING SPEEDS AND OTHER HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO ENSURE SMOOTH OPERATION. I. CLEAN SURFACES IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS; REMOVE EXCESS MASTIC, MASTI SMEARS, FOREIGN MATERIALS AND OTHER UNSIGHTLY MARKS. 2. CLEAN METAL SURFACES EXERCISING CARE TO AVOID DAMAGE. SEC. 08410 - ALUMINUM FRAMED STOREFRONTS (FOR INTERIOR CONDITIONS) A. MANUFACTURERS I. CUSTOM BUILT BY GENERAL CONTRACTOR B. SUBMITTALS I. GC TO SUBMIT SHOP DRAW IGNS TO FOREVER 21 FOR REVIEW PRIOR TO FABRICATION N AND INSTALLATION. SECTION 08450 - ALL GLASS ENTRANCES SECTION INCLUDES: PROVIDE SPECIAL FRAMELESS ALL-GLASS ENTRANCES AND STOREFRONTS, I NCLUD ING SAFETY GLASS DOORS, RELATED HARDWARE, ADJACENT GLAZING AND ACCESSORIES AS REQUIRED FOR COMPLETE, OPERATIONAL INSTALLATION. I. RELATED WORK: SECTION 08700: CYLINDERS FOR DOOR LOCKE FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES; THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: Ft:DIRENIElgt. SOUTH CENTER 836 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 DH 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.611 6216 Consultants REGISTERE ARCHI DENNIS MICHAEL HEATH STATE OF WASHINGTON NO. DATE REVISION 1/28/07 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY RE- SUBMITTAL FINAL LL SUBMITTAL. II /OS /07 ISSUED FOR FLAN CHECK FLAN CHECK RESPONSE, 0I /Ol /OS F21 * LANDLORD COMMENTS IL • , /iLA I iIVII I L;EIW I tH Sheet Title DATE: SCALE: DRAWN BY: Sheet No. SPECIFICATION Job No. 2K -617 SEPT., 2007 ELI. N CHECKED BY: M. LEE i SP -2 B. REFERENCES G. D. E. F. 6. SYSTEM DESCRIPTION SUBMITTALS H. MATERIALS A. SUMMARY B. SUBMITTALS D. STANDARDS E. DELIVERY' WARRANTY b. SAFETY GLASS H. WIRE GLA55 K. SPACERS N. BRAZING TAPE P. EXAMINATION I. GLASS ASSOCIATION OF NORTH AMERICA (GANA): GLAZING MANUAL. 2. BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA): BHMA 150I/ ANSI AI56.I5, STANDARDS FOR MATERIALS AND FINISHES. I. PERFORMANCE REQUIREMENTS: PROVIDE A55EMBL I E5 CAPABLE OF WITHSTANDING MINIMUM UNIFORM TEST PRESSURE OF 20 Prof INWARD AND OUTWARD PRESSURE WHEN TESTED IN ACCORDANCE WITH ASTM E330. I. PRODUCT DATA: FURNISH MANUFACTURER'S LITERATURE. 2. SHOP DRAWINGS: INDICATE COMPONENT DETAILS, MATERIALS, FINISHES, DIMENSIONS, HARDWARE AND FITTINGS, AND METHOD OF ANCHORAGE. 3. SAMPLES: FURNISH SAMPLES OF METAL FINISH. QUALITY ASSURANCE I. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE IN INSTALLATION OF ENTRANCES SIMILAR TO THOSE SPECIFIED; APPROVED BY SYSTEM MANUFACTURER. 2. REGULATORY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF APPLICABLE BUILDING CODES AND AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) TO ENSURE ACCESS TO PERSONS WITH DISABILITIES. PROJECT CONDITIONS I. CHECK OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION TO ENSURE PROPER FITTING AND TIGHT JOINTS; COORDINATE FABRICATION WITH SHOP DRAWINGS OF ADJACENT CONSTRUCTION WHERE NECESSARY TO AVOID DELAYS. MANUFACTURERS I. SEE ARCHITECTURAL DRAWINGS 2. SUBSTITUTIONS: REFER TO SECTION 01630 I. ALL -GLASS ENTRANCE SYSTEMS: PROVIDE COMPLETE SYSTEM. A. (SLAW: NOT LESS THAN NOMINAL I /2" THICK, LOW -IRON, SELECT GLAZING QUALITY CLEAR TEMPERED GLASS COMPLYING WITH ASTM CI045, KIND FT. I. SAFETY GLASS: CONFORM TO ANSI Z41.1 AND APPLICABLE CODES AND REGULATIONS. 2. PROVIDE HORIZONTALLY TEMPERED GLASS WITHOUT TONS MARKS; VERTICAL TEMPERING PERMITTED ONLY WHERE TONS MARKS CAN BE TOTALLY CONCEALED IN FINISHED INSTALLATION. SECTION 08800 - GLAZING SECTION INCLUDES: GLASS AND GLAZING AS SHOWN ON DRAWINGS AND AS SPECIFIED. PERFORMANCE REQUIREMENTS SIZE BLASS TO WITHSTAND DEAD LOADS AND POSITIVE AND NEGATIVE LIVE LOADS ACTING NORMAL TO PLANE OF GLASS AS CALCULATED IN ACCORDANCE WITH ANSI /ASTM E330, LIMIT LASS DEFLECTION TO I /200 OR FLEXURE LIMITS OF GLASS, WITH FULL RECOVERY OF GLAZING MATERIALS, WHICHEVER IS LESS. PRODUCT DATA SUBMIT STRUCTURAL, PHYSICAL AND ENVIRONMENTAL CHARACTERISTICS, SIZE LIMITATIONS, SPECIAL HANDLING OR INSTALLATION REQUIREMENTS FOR GLASS AND PLASTIC MATERIALS. QUALITY ASSURANCE PERFORM WORK IN ACCORDANCE WITH FGMA GLAZING MANUAL, FGMA SEALANT MANUAL, AND LAMINATORS SAFETY GLASS ASSOCIATION - STANDARDS MANUAL FOR GLAZING INSTALLATION METHODS. I. ANSI /ASTM E330 - STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC. AIR PRESSURE DIFFERENCE. 2. ANSI 211.1 - SAFETY PERFORMANCE SPECIFICATIONS AND METHODS OF TEST FOR SAFETY GLAZING USED IN BUILDINGS. STORAGE AND HANDLING DELIVER MATERIALS TO SIT IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGING WITH LABELS INTACT. ADEQUATELY PROTECT AGAINST DAMAGE WHILE STORED AT THE SITE, COMPLY WITH MANUFACTURERS INSTRUCTIONS FOR HANDLING. I. PROVIDED 10 YEAR MANUFACTURER'S WARRANTY FOR SEALED GLASS UNITS FROM SEAL FAILURE, INTERPHONE DUSTING OR MISTING, AND REPLACEMENT OF SAME. 2. GLASS MATERIALS FLOAT GLASS: ASTM 01036, TYPE I TRANSPARENT FLAT, CLASS I CLEAR, QUALITY 05 GLAZING SELECT; 1.14 INCHE THICK MINIMUM. ASTM 01045, KIND FT FULLY TEMPERED WITH HORIZONTAL TEMPERING CONDITION A UNCOATED, TYPE I TRANSPARENT FLAT, CLASS I CLEAR, QUALITY 05 GLAZING SELECT; CONFORMING TO ANSI 2g1.I; 1/2 INCH THICK MINIMUM. ASTM 01056 TYPE II PATTERNED AND WIRED FLAT, CLASS I TRANSLUCENT, QUALITY' 06 GLAZING 1/4 INCH THICK. MIRROR &LASS ASTM 01036 TYPE I TRANSPARENT FLAT, CLASS I CLEAR, QUALITY QI MIRROR SELECT, 1/4 INCH THICK. J. GLAZING ACCESSORIES SETTING BLOCK NEOPRENE OR OTHER RESILIENT BLOCKS OF 10 TO q0 SHARE A DUROMETER HARDNESS TESTED FOR COMPATIBILITY WITH GLAZING SEALANT, MINIMUM LENGTH 4 INCHES. NEOPRENE BLOCK OF 40 TO 50 SHARE A DUROMETER HARDNESS, ADHESIVE BACKED ON ONE FACE ONLY AND TESTED FOR COMPATIBILITY WITH SPECIFIED GLAZING SEALANT. L. INTERIOR \GLAZING COMPOUND POLYMERIZED BUTYL RUBBER AND INTER FILLERS (PIGMENTS), SOLVENT BASED WITH MINIMUM 1556 SOLIDS, NON -SAS CONSISTENCY, TACK -FREE TIME OF 24 HOURS OR LESS, PAINTA15LE NON - STAINING. M. EXTERIOR GLAZING COMPOUND CONFORMING TO ASTM C120, TYPE S GRADE NS, USE b. COMPOUND SHALL BE PAINTABLE OR COLORED TO MATCH FRAME. PRESHIMMED 10 PERCENT SOLIDS, NON - SHRINKING, BUTYL RUBBER TAPE COMPATIBLE WITH SEALANTS, IF EXPOSED, TAPE SHALL BE PAINTAELE, OR COLORED TO MATCH FRAME. 0. BUTT GLAZING SEALANT I. bE 1200 SERIES SILICONE, BLACK MIRROR MASTIC: POLYMER TYPE MIRROR MASTIC RESISTANT TO WATER, SHOCK, CRACKING, VIBRATION AND THERMAL EXPANSION. 2. MARKING TEMPERED &LASS SHALL HAVE EACH LIGHT PERMANENTLY ETCHED WITH MANUFACTURER'S NAME AND ITS COMPLIANCE WITH ANSI Z -611.1 VERIFICATION OF CONDITIONS : EXAMINE SUB SURFACE TO RECEIVE WORK AND REPORT DETRIMENTAL CONDITIONS IN WRITING TO TENANT. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUB- SURFACE. EXAMINE FRAMING OR GLAZING CHANNEL SURFACES, BACKING, REMOVABLE STOP DESIGN AND CONDITIONS UNDER WHICH SLAZINb I5 TO BE PERFORMED, COORDINATE WITH OTHERS WORK WHICH EFFECTS CONNECT WITH, OR WILL BE CONCEALED BY THIS WORK. Q. INSTALLATION R. 5. ADJUSTING T. U. A. :. 7. F. G. H. J. C. I. COMPLY WITH COMBINED RECOMMENDATIONS OF &LASS MANUFACTURER AND MANUFACTURER OF SEALANTS AND OTHER MATERIALS USED IN GLAZING; EXCEPT WHERE MORE STRINGENT REQUIREMENT ARE SHOWN OR SPECIFIED, COMPLY WITH "GLAZING MANUAL" FGMA, EXCEPT AS SHOWN AND SPECIFIED OTHERWISE BY MANUFACTURERS OF GLASS AND BLAZING MATERIALS. INSPECT EACH PIECE OF GLASS IMMEDIATELY BEFORE INSTALLATION, AND DISCORD THOSE WHICH HAVE OBSERVABLE EDGE DAMAGE OR FACE IMPERFECTIONS. 2. UNIFY APPEARANCE OF EACH SERIES OF LIGHTS BY SETTINGS EACH PIECE TO MATCH OTHERS AS NEARLY AS POSSIBLE. INSPECT EACH PIECE AND SET WITH PATTERN, DRAIN AND ORIENT IN Ti- E SAME DIRECTION AS OTHER PIECES. FACES OF (SLAW PANELS SHALL BE UNIFORMLY ALIGNED AND FLUSHED WITH NO TOLERANCE FOR MISALIGNMENT. 3. MITER CUT AND SAND ENDS TOGETHER AT CORNERS WHERE GASKETS ARE USED FOR CHANNEL GLAZING, SO THAT GASKETS WILL NOT PULL AWAY FROM CORNERS AND RESULT IN VOIDS OR LEAKS IN THE GLAZING SYSTEMS. ADHESIVE INSTALLATION OF MIRRORS APPLY MIRROR MASTIC TO COVER NOT MORE THAN 25 PERCENT OF BACK OR MIRROR. SET MIRROR IN SUPPORT ON SETTING BLOCKS OR CONTINUOUS GASKET, AND PRESS AGAINST SUBSTRATE TO ENSURE BOND OF ADHESIVE. LEAVE OPEN VENTILATION SPACE, I/5 INCH (5MM) OR MORE IN THICKNESS BETWEEN MIRROR AND SUBSTRATE, OVER 15% OF MIRROR AREA (WHERE THERE 15 NO ADHESIVE) REMOVE AND REPLACE GLASS WHICH IS BROKEN, CHIPPED, CRACKED ABRADED OR DAMAGED IN ANY OTHER WAY DURING THE CONSTRUCTION PERIOD, INCLUDING NATURAL COURSES, ACCIDENTS AND VANDALISM. CLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES. REMOVE LABELS AFTER WORK IS COMPLETED. LEAVE WORK IN CLEAN CONDITION. PROTECTION PROTECT GLASS FROM BREAKAGE IMMEDIATELY UPON INSTALLATION, BY ATTACHMENT OF CROSSED STREAMERS TO FRAMING HELD AWAY FROM GLASS. DO NOT APPLY MARKERS OF ANY TYPE TO SURFACE GLASS. ECTION 01100 - METAL SUPPORT SYSTEM SUMMARY SECTION INCLUDES: FORMED METAL STUD FRAMING, FURRING, SUSPENSION SYSTEMS AND ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. 3. SUBMITTALS SUBMIT DATA DESCRIBING STANDARD FRAMING MEMBER MATERIALS AND FINISH, PRODUCT CRITERIA, LOAD CHARTS, LIMITATIONS, AND INSTALLATION INSTRUCTIONS. QUALITY ASSURANCE PERFORM WORK IN ACCORDANCE WITH ASTM C 154 REQUIREMENTS. MANUFACTURERS FURNISH PRODUCTS OF ONE OF THE FOLLOWING MANUFACTURERS SUBJECT TO COMPLIANCE WITH SPECIFICATION REQUIREMENTS: I. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM. 2. WESTERN 3. MANUFACTURING MEMBERS OF THE METAL STUD MANUFACTURERS ASSOCIATION, CORVALLIS, OREGON, (SOS) 757 -5141 FRAMING MATERIALS STUDS, RUNNERS AND FURRING CHANNELS I. ASTM C 645, ELECTRD- GALVANIZED TO MEET ASTM A 5 MANUFACTURED FROM STEEL SUPPLIED IN ACCORDANCE WITH ASTM A 446, GRADE A: ASTM A 525, G60 DESIGNATION GALVANIZED SHEET STEEL. 2. THICKNESS: 20 SASE FOR STUDS AND RUNNERS, AND 25 GAGE FOR CHANNELS. FURNISH 20 SAGE STUDS AT SINGLE LAYER GYPSUM BOARD RECEIVING CERAMIC TILE FINISH AND FOR WALLS OVER 14 FEET HIGH. 5. C- SHAPED, NON -LOAD BEARING ROLLED STEEL, PUNCHED FOR UTILITY ACCESS. CEILING RUNNERS: COLD OR HOT- ROLLED STEEL, MEET ASTM C 154. HANGER AND TIE WIRE: MEET ASTM C 154. FURRING AND BRACING MEMBERS:, OF SAME GAUGE, MATERIAL AND FINISH AS SHEET METAL DESIGNED FOR ATTACHMENT OF FURRING MEMBERS. FASTENERS: SA 203, SELF- DRILLING, SELF - TAPPING SCREWS. ANCHORAGE DEVICES: POWER DRIVEN, POWDER ACTUATED, DRILLED EXPANSION BOLTS OR SCREWS WITH SLEEVES AS REQUIRED FOR POSITIVE ANCHORAGE. ACOUSTIC SEALANT: AS SPECIFIED IN SECTION 04250. PRIMER: FS TT -P -645, FOR TOUCH -UP OF GALVANIZED SURFACES. EXAMINATION VERIFY THAT CONDITIONS ARE READY TO RECEIVE WORK. VERIFY FIELD MEASUREMENTS ARE AS SHOWN ON DRAWINGS. VERIFY THAT ROUGH -IN UTILITIES ARE IN PROPER LOCATION. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF SUBSTRATE. METAL STUD ERECTION INSTALL STUD FRAMING IN ACCORDANCE WITH ASTM C 154. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL AND MECHANICAL WORK PLACED IN OR BEHIND PARTITION FRAMING. BRACE STUD FRAMING SYSTEM AND MAKE RIGID. MAINTAIN CLEARANCE UNDER STRUCTURAL BUILDING MEMBERS TO AVOID DEFLECTION TRANSFER TO STUDS. PROVIDE EXTENDED LEG CEILING RUNNERS. BLOCKING NAIL WOOD BLOCKING' TO STUDS. BOLT OR SCREW STEEL CHANNELS TO STUDS. INSTALL BLOCKING FOR SUPPORT OF PLUMBING FIXTURES TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, AND HARDWARE. WALL FURRING INSTALLATION ERECT WALL FURRING FOR DIRECT ATTACHMENT TO CONCRETE, BRICK MASONRY AND CONCRETE WALLS. ERECT FURRING CHANNELS VERTICALLY. SECURE IN PLACE ON ALTERNATE CHANNEL FLANGES AT MAXIMUM 24 INCHES. SPACE FURRING CHANNELS MAXIMUM 16 INCHES ON CENTER, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING LINES, AND BUTTING PAILS. INSTALL FURRING CHANNELS DIRECTLY ATTACHED TO CONCRETE AND BRICK MASONRY AND CONCRETE WALLS, AS APPLICABLE, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ACOUSTICAL AND FIRE RATINGS INSTALL FRAMING AND FURRING AS REQUIRED FOR INDICATED ACOUSTICAL AND FIRE RATING'S. CEILING FRAMING INSTALLATIONS I. INSTALL IN ACCORDANCE WITH ASTM C 154. COORDINATE LOCATION OF HANGERS WITH OTHER WORK. INSTALL CEILING FRAMING INDEPENDENT OF WALLS, COLUMNS AND ABOVE - CEILING WORK. 2. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM WHICH INTERRUPT MAIN CARRYING CHANNELS OR FURRING CHANNELS, WITH LATERAL CHANNEL BRACING EXTEND BRACING MINIMUM 24 INCHES BEYOND EACH AND OF OPENINGS. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. AT LIGHTS OR OTHER OPENING THAT INTERRUPTED THE MAIN RUNNER OR FURRING CHANNELS REINFORCE GRILLAGE WITH 5/4 INCH COLD- ROLLED CHANNELS, WIRE TIDE ATOP AND PARALLEL TO THE MAIN RUNNER CHANNELS. DO NOT BRIDGE CONTROL AND EXPANSION JOINTS WITH METAL FURRING. PROVIDE SEPARATE SUPPORTS ON EACH SIDES OF JOINT. 5. NO HANGER SUPPORT SHALL BE ALLOWED FROM ROOF DECK. DELETE IF THERE 15 NOT CEILING CONSTRUCTION SUPPORTED FROM STEEL FRAMING. 4. FABRICATE AND BEND CURVED FURRING TO REQUIRED CURVES AND RADII IN THE SHOP. CLEANING DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES PRIOR TO CLOSURE. LEAVE WORK IN CLEAN CONDITION. SECTION 00250 - GYPSUM BOARD A. SUMMARY SECTION INCLUDES: GYPSUM BOARD AND JOINT TREATMENT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. B. SUBMITTALS REPORTS: SUBMIT FIRE TEST REPORT FOR FIRE RATED ASSEMBLIES, AND ACOUSTICAL PERFORMANCE TEST REPORTS FOR ACOUSTICALLY - RATED ASSEMBLIES. C. QUALITY ASSURANCE I. REGULATORY REQUIREMENTS: CONFORM TO APPLICABLE CODE FOR FIRE RATED ASSEMBLIES. COMPLY WITH APPLICABLE SPECIFICATION RECOMMENDATIONS OF GA -216 AND SA-600 AS PUBLISHED BY THE GYPSUM ASSOCIATION. 2. DELIVERY, STORAGE, AND HANDLING COMPLY WITH 6A-216 AND MANUFACTURER'S DIRECTIONS. D. MANUFACTURERS FURNISH PRODUCTS OF ONE OF THE FOLLOWING MANUFACTURERS, SUB.�GT TO COMPLIANCE WITH SPECIFICATION REQUIREMENTS: I. GEORGIA - PACIFIC CORP. 2. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL. GYPSUM CO. 5. UNITED STATES GYPSUM CO. E. GYPSUM BOARD MATERIALS I. STANDARD GYPSUM BOARD: ANSI /ASTM C56: 5/5 INCH THICK, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT, TAPERED EDGES 2. FIRE RATED GYPSUM BOARD: ANSI /ASTM C36; FIRE RESISTIVE AND MOISTURE RESISTANT TYPE, UL RATED IN THICKNESS INDICATED, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT, TAPERED EDGE 3. MOISTURE RESISTANT GYPSUM BOARD: ANSI /ASTM 0630; 5/6 INCH THICK, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT 4. GYPSUM BACKING BOARD :ANSI /ASTM 0442; FIRE RATED TYPE; 5/5 INCH THICK SQUARE EDGE, ENDS SQUARE CUT, MAXIMUM PERMISSIBLE LENGTH. CERAMIC TILE BACKER BOARD : AS SPECIFIED IN SECTION (71510-CERAMIC TILE. F. ACCESSORIES ADHESIVE I. ASTM 0551. ACOUSTICAL SEALANT; NON HARDENING, NON- SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD, AS RECOMMENDED BY BOARD MANUFACTURER. CORNER BEADS: bA2I6; TYPE L BEAD ELECTRO-GALVANIZED STEEL. EDGE TRIM ; GA2I6; TYPE L BEAD; ELECTRO- GALVANIZED STEEL AND TYPE LC ROLLED - FORMED ZINC. CONTROL JOINT; U.S. GYPSUM NO. Oq5, ROLL- FORMED ZINC. JOINT MATERIALS : ANSI /ASTM C475; REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, AND FASTENERS. FOR COATED BOARD AND GYPSUM SHEATHING, USE MATERIAL RECOMMENDED BY BOARDS MANUFACTURER. SCREWS ASTM 01002 FOR STEEL DRILL SCREWS. TYPE s FASTENING TO GYPSUM BOARD, TYPE 5 FOR FASTENING TO LIGHT GAUGE STEEL FRAMING AND TYPE W FOR FASTENING TO WOOD FRAMING. WALL TEXTURE; AS MANUFACTURED BY USG OR LAHABRA INC. MULTIPURPOSE, PREPACKAGED, NON - ASBESTOS TYPE. 2. INSPECTION VERIFY THAT SITE CONDITION ARE READY TO RECEIVE WORK AND OPENING' DIMENSIONS ARE AS INSTRUCTED BY THE MANUFACTURER. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF SUBSTRATE. 6. GYPSUM BOARD INSTALLATION I. INSTALL GYPSUM BOARD IN ACCORDANCE WITH GA -201 AND 6A -2I6, AND MANUFACTURE'S INSTRUCTION AS APPLICABLE. ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN MOST ECONOMICAL DIRECTION, WITH ENDS AND EDGE OCCURRING OVER FIRM BEARING. ERECT SINGLE LAYER, FIRE RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS OCCURRING OVER FIRM BEARING USE SCREWS WHEN FASTING GYPSUM BOARD TO METAL AND WOOD FURRING OR FRAMING. H. DOUBLE LAYER APPLICATIONS I. USE GYPSUM BACKING BOARD FOR FIRST LAYER, PLACED PERPENDICULAR TO FRAMING OR FURRING MEMBERS. 2. PLACE SECOND LAYER PERPENDICULAR TO FIRST LAYER. 5. OFFSET JOINTS OF SECOND LAYER FROM JOINTS OF FIRST LAYER. 4. SECURE SECOND LAYER TO FIRST WITH ADHESIVE AND SUFFICIENT SUPPORT TO HOLD IN PLACE. APPLY ADHESIVE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION. 5. TREAT CUT EDGES AND HOLES IN MOISTURE RESISTANT GYPSUM BOARD WITH SEALANT. PLACE CONTROLS JOINTS CONSISTENT WITH LINES OF BUILDING SPACES AS INDICATED ON DRAWING AND AS RECOMMENDED BY BOARD MANUFACTURE. 6. PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTH. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 1. USE FIRE RATED GYPSUM BACKING BOARD FOR FIRE RATED PARTITIONS. I. JOINT TREATMENT TAPE, FILL AND SAND EXPOSED JOINTS EDGE, AND CORNER TO PRODUCE SMOOTH SURFACE READY TO RECEIVE FINISHES. FEATHER COATS ONTO ADJOINING SURFACES 50 THAT CAMBER IS MAXIMUM 1/32 INCH. TAPING, FILLING, AND SANDING 15 NOT REQUIRED AT SURFACE BEHIND CERAMIC TITLE. J. FINISHING OF GYPSUM BOARD SURFACES PROVIDED FINISH OF GYPSUM BOARD SURFACES IN ACCORDANCE WITH THE GYPSUM ASSOCIATION "RECOMMENDED SPECIFICATION: LEVELS OF GYPSUM BOARD FINISH ". SURFACES SHALL BE FREE OF DUST, DIRT AND OIL BEFORE APPLICATION OF TEXTURE OR SKIN COAT. REMOVE OVERSPRAY FROM ADJOINING CONSTRUCTION. K. CLEANING AFTER COMPLETION OF WALLBOARD, TAPING AND TEXTURING, REMOVE RUBBISH, EXCESS MATERIAL AND EQUIPMENT FROM BUILDING AND JOB SITE, LEAVING FLOORS AND OTHER SURFACES CLEAN. DURING THE COURSE OF THE WORK AND ON COMPLETION OF THE WORK, REMOVE EXCESS MATERIALS, EQUIPMENT AND DEBRIS AND DISPOSE OF AWAY FROM PREMISES. LEAVE WORK IN CLEAN CONDITION. L. PROTECTION PROJECT WORK FROM DAMAGE UNTIL ACCEPTANCE. MAINTAIN TEMPERATURE OF INSTALLED GYPSUM BOARD SPACES IN RANGE OF 55 DEGREES F. (I3 DEGREE C,) TO 6 10 DEGREE F. (32 DEGREE C,) UNTIL BUILDING IS ENTIRELY CLOSED. VENTILATE AS REQUIRED TO ELIMINATE EXCESSIVE MOISTURE. REPAIR OR REPLACE DAMAGED WORK. SECTION 0 - CERAMIC TILE A. SUMMARY SECTION INCLUDES: CERAMIC TILE WORK AS SHOWN ON DRAWING AND AS SPECIFIED HEREIN. B. SUBMITTALS PRODUCT DATA: SUBMIT MANUFACTURE'S DATA FOR TILE AND ACCESSORY MATERIALS, INCLUDING RECOMMENDED PROCEDURES FOR MIXING MATERIALS AND SETTING TILE. SAMPLE: SUBMIT SAMPLES OF EACH TYPE OF CERAMIC TILE REQUIRED, MARKED WITH MANUFACTURE'S NAME AND LOCATION WHERE TILE 15 TO BE INSTALLED. C. QUALITY ASSURANCE CONFORM WITH APPLICABLE REQUIREMENTS OF ANSI A -I05 SERIES AND THE TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION." TILE SHALL BEAR THE TCA GRADE SEAL. USUALLY NOT REQUIRED UNLESS INSTALLATION AND AESTHETICS ARE CRITICAL TO QUALITY CONTROL. PRE - INSTALLATION MEETING: PRIOR TO COMMENCING THE WORK OF THIS SECTION, SCHEDULE AND ATTEND A MEETING AT THE JOB SITE TO DISCUSS CONFORMANCE WITH PROJECT REQUIREMENTS. BLENDING DISPERSES COLOR VARIATION IN TILE. REGULATORY REQUIREMENTS: PROVIDE FLOOR TILES WITH COEFFICIENT OF FRICTION IN ACCORDANCE WITH ADA GUIDELINES. D. DELIVERY, STORAGE AND HANDLING DELIVER MANUFACTURED MATERIALS IN ORIGINAL, UNBROKEN CONTAINERS BEARING NAME OF MANUFACTURE , BRAND AND GRADE SEALS. KEEP MATERIALS DRY, CLEAN AND PROTECTED AGAINST DETERIORATION. E. MAINTENANCE EXTRA MATERIALS FURNISH ONE (I) SQUARE FOOT OF TILE FOR EACH 100 SQUARE FEET OF EACH COLOR AND SIZE OF TILE AND GROUTING MATERIALS USED IN THE PROJECT. IF LESS THAN 100 SQUARE FEET IS INSTALLED, PROVIDE A MINIMUM OF ON SQUARE FOOT OF EXTRA STOCK. F. G. H. TILE MATERIALS COLOR AND PATTERNS OF TILE SHOWN ON DRAWINGS. MORTAR EPDXY MORTAR, EPDXY RESIN AND EPDXY HARDENER IN ACCORDANCE WITH ANSI 115.3 AND ACCEPTABLE WITH TGA METHOD. THIN SET INSTALLATION: DRY -SET PER ANSI A115.I, OR LATEX PORTLAND CEMENT MORTAR PER ANSI AII5.4, BY AN APPROVED MANUFACTURE AND ACCEPTABLE WITH TCA METHOD. ADHESIVE INSTALLATION: ORGANIC ADHESIVE PER ANSI 136.1, TYPE I [TYPE 2], AND ACCEPTABLE WITH TCA METHOD N242. GROUT: CONFORMING TO ANSI 115.5 AND THE TCA HANDBOOK, BY AN APPROVED MANUFACTURE. GROUT SHALL BE SEALED. COLORS SHALL BE AS NOTED ON DRAWING. THRESHOLDS: MARBLE INSTITUTE OF AMERICA, CLAW A, COLOR SELECTED BY THE ARCHITECT FROM STANDARDS COLOR OF THE APPROVED MANUFACTURE SHAPED TO PROVIDE A COMFORTABLE TRANSITION BETWEEN TILE AND OTHER FLOOR FINISHES, WITH SMOOTH MATTE SURFACE FINISH AND IN THE DIMENSIONS AND THICKNESS SHOWN ON THE DRAWINGS. INSTALLATION MATERIALS CLEAVAGE MEMBRANE/MOISTURE BARRIER: AS REQUIRED FOR CLEAVAGE AND TO PREVENT PENETRATION OF SMALL AMOUNTS OF WATER, PROVIDE A SYSTEM USING 0.004 INCH THICK POLYETHYLENE SHEETING COMPLYING WITH ASTM P2103, OR 15 LB. ASPHALT - SATURATED FELT COMPLYING WITH ASTM D226. ANTI - FRACTURE LOAD BEARING BONDABLE MEMBRANES ARE TO BE SUPPLIED WHEN MINOR SHRINKAGE CRACKS ARE TO BE BRIDGED IN LIGHT COMMERCIAL AND RESIDENTIAL INSTALLATION. CEMETITOUS BACKER UNITS: PROVIDE CEMENTITIOUS BACKER UNITS CONFORMING TO ANSI AIIS.q. WELDED WIRE FABRIC REINFORCEMENT: PROVIDE 2" X 2" MESH OF I6 /I6 GAUGE WIRE, OR 5" X 5" MESH OF I3 /I3 &AGE WIRE .OR I -12" X 2" MESH OF 16/I3 GAUGE WIRE, COMPLYING WITH ASTM A155. PROVIDE MESH IN FLAT SHEETS OR FLATTEN BEFORE INSTALLING.. EXPANSIOWCONTROL JOINT BACKING MATERIAL: PROVIDE CLOSED CELL POLYETHYLENE FOAM WEIGHING NOT LESS THAN 2.1 LBS. PER CUBIC FEET, AND IN DIMENSION APPROXIMATELY 20 PERCENT THICKER THAN WIDTH OF THE EXPANSION JOINT IN WHICH USED. EXPANSIOW CONTROL JOINT SEALANT: PROVIDE IN COLOUR SELECTED BY THE TENANT. I. AT JOINTS BETWEEN FLOOR AND WALLS, AND AT PERIMETER OF METAL DOOR FRAMES, PROVIDE ONE -PART SILICONE MATERIAL. 2. AT JOINTS IN TRAFFIC AREAS, AND AT PERIMETER JOINTS, PROVIDE TWO -PART POLYURETHANE MATERIAL WITH SHORE A HARDNESS OF 55-45. EDGE STRIPS: DESIGN AS REQUIRED FOR THE CONDITION OF USE. CERAMIC TILE BACKER BOARD: GEORGIA - PACIFIC DENS - SHIELD MODULARS OF USE. WONDER- BOARD, OR USG DURABOND DIVISION DUROGK TILE BACKER BOARD, MOISTURE - RESISTANT BACKER BOARD FOR APPLICATION OF CERAMIC TILE IN WET AREAS. FURNISH WITH JOINT TAPE. WATERPROOF MEMBRANE: MOTEL MEMBRANE PLANGRETE W MULTI- COMPONENT SYNTHETIC POLYMER WATERPROOFING' MEMBRANE AND TILE - SETTING ADHESIVE, TROWEL- APPLIED; OR SHEET WATERPROOFING MEMBRANE MEETING UNIFORM PLUMBING CODE AND SO LABELED. I. EXAMINATION EXAMINE SUB SURFACES TO RECEIVE WORK AND REPORT DETRIMENTAL CONDITION IN WRITING. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUB SURFACES. COORDINATE WITH OTHER WORK WHICH AFFECTS, CONNECTS WITH OR IS CONCEALED BY THIS WORK. BEFORE PROCEEDING, MAKE CERTAIN REQUIRED INSPECTION HAVE BEEN MADE. WHERE A PORTLAND CEMENT MORTAR SETTING WILL BE INSTALLED OR WHERE TILE UNITS WILL BE THIN -SET DIRECTLY TO THE SUBSTRATA, DO NOT COMMENCE INSTALLATION OF THE SETTING BED UNTIL SUBSTRATA ARE WITHIN THE FOLLOWING TOLERANCES: I HORIZONTAL SURFACES: LEVEL WITHIN I/8 INCH IN TEN FEET IN ALL DIRECTION: 2 VERTICAL SURFACES: LEVEL WITHIN I/5 INCH IN EIGHT FEET IN ALL DIRECTIONS. J. CONDITION OF SURFACE TO RECEIVE TILE VERIFY THAT SURFACES TO RECEIVE MORTAR SETTING BED AND TILE ARE FIRM, DRY CLEAN, AND FREE FROM OILY OR WAXY FILMS AND CURING COMPOUNDS. VERIFY THAT GROUNDS, ANCHORS PLUGS, RECESS FRAMES, BUCKS, ELECTRICAL WORK, MECHANICAL WORK, AND SIMILAR ITEMS IN OR BEHIND THE TILE HAVE BEEN INSTALLED BEFORE PROCEEDING WITH INSTALLATION OF MORTAR BED OR TILE. IF THE CONCRETE SUBSTRATE HAS A HARD STEEL TROWEL FINISH OR IF CURING COMPOUNDS ARE USED, THEN THE CONCRETE MUST BE HEAVILY SCARIFIED. K. PREPARATION LAY OUT WORK 50 THAT NO TILE OF LESS THAN HALF SIZE OCCURS. MAINTAIN FULL COURSES TO PRODUCE NEAREST ATTAINABLE HEIGHTS WITHOUT CUTTING TILE. ALIGN JOINTS IN WALL TILE VERTICALLY AND HORIZONTALLY EXCEPT WHERE OTHER PATTERN ARE SHOWN OR SPECIFIED. ALIGN JOINTS IN WALL TO CONFORM TO PATTERNS SELECTED. ALIGN JOINTS IN FLOOR TILE AT RIGHT ANGLES TO EACH OTHER AND STRAIGHT WITH WALL AND CONFORM TO PATTERNS SELECTED OR INDICATED. LOCATE ACCESSORY IN TILE WALLS AS INDICATED ON DRAWING. WHERE THE SIZE OF ACCESSORY DOES NOT LINE UP AND ARRANGEMENT OF JOINTS AROUND THE ACCESSORIES SHALL BE AS DIRECTED. L. INSTALLATION GENERAL REQUIREMENTS FOR CERAMIC TILE INSTALLATION: INSTALL TILE IN ACCORDANCE WITH ANSI SPECIFICATION 105.1 THROUGH AII5.1 AND MANUFACTURER'S RECOMMENDATION. THIN SET INSTALL TILE AND THRESHOLDS USING TCA METHOD FOR SUBRATE CONDITION AND TYPE FOR LATEX OR DRY -SET MORTAR BED. GROUT: MIX AND APPLY IN ACCORDANCE WITH MANUFACTURES INSTRUCTION. MIX ONLY AS MUCH GROUT AS CAN BE USED IN ONE HOUR. WATERPROOF MEMBRANE (ADHESIVE: UTILIZE WHERE MEMBRANE IS REQUIRED BENEATH TILE. WATERPROOF COVER AT WET AREA IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO A MINIMUM RECOMMENDED ABOVE FLOOR. ALLOW ADHESIVE TYPE WATERPROOF MEMBRANE TO CURE BEFORE APPLYING BONDING MATERIALS. M. CLEANING WIPE SURFACES CLEAN AFTER GROUTING, REMOVE TRACES OF MOTOR AND GROUT. DO NOT USE ACID SOLUTION FOR CLEANING GLAZED TILE. DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE AND DISPOSE OF EXCESS MATERIALS, EQUIPMENT AND DEBRIS AWAY FROM PREMISES. LEAVE WORK IN CLEAN CONDITION. N. PROTECTION CLOSE SPACES TO TRAFFIC OR OTHER WORK UNTIL IS FIRMLY SET. PROTECT FROM DAMAGE UNTIL ACCEPTANCE: REPAIR DAMAGED WORK AT NO ADDITIONAL COST TO DINNER. PROHIBIT FOOT AND WHEEL TRAFFIC FROM USING NEWLY TILED FLOORS FOR AT LEAST 1 DAYS,. PLACE LARGE, FLAT BOARDS IN WALKWAYS AND WHEELWAYS WHERE USE OF NEWLY TILED FLOOR IS UNAVOIDABLE. SECTION 0 - STOP TILE A GENERAL: PROVIDE STONE FLOOR, WALL, AND CEILING (SOFFIT) TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B STANDARDS: COMPLY WITH TILE COUNCIL OF NORTH AMERICA "HANDBOOK OF CERAMIC TILE INSTALLATION" INCLUDING REFERENCED ASTM AND ANSI STANDARDS. .G STONE TILE: TYPES A5 INDICATED ON FINISH SCHEDULE AND AS DIRECTED BY ARCHITECT. .1 FLOOR TILE: PROVIDE NON -SLIP UNITS WITH MINIMUM NET AND DRY VALUE COEFFICIENT OF FRICTION OF NOT LESS THAN Obo, ASTM CIO2S. D LATEX THIN SET: THINSET BOND COAT, LATEX .GEMENTITIOUS MORTAR CONFORMING TO ANSI AII8.4. .E GROUT: ANSI AI10.1, LATEX- GEMENTITIOUS TYPE, UNIFORM IN COLOR, RESISTANT TO SHRINKAGE; COLOR TO MATCH STONE TILE UNLESS OTHERWISE INDICATED ON FINISH SCHEDULE. F FLOOR CRACK ISOLATION MEMBRANE: SGHLUTER/DITRA MEMBRANE. .6 BACKER UNITS: GEORGIA PACFIC/DEN5SHIELD, TYPE X, ASTM CM. .14 GLEANING MD SEALING MATERIAL5: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS SOSTIK CONSTRUCTION PRODUGTS/HYDROMENT CERAMA5EAL. .1 PREPARATION: DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED TOLERANCES. .J FLOOR CRACK ISOLATION MEMBRANE: INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS FOR APPLICATIONS INDICATED. X BACKER UNITS: INSTALL UNITS FOR WALL MD CEILING (SOFFIT) APPLICATIONS AS INDICATED MD IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND AS REQUIRED TO PROVIDE FIRE RATINGS INDICATED ON DRAWINGS L STONE TILE INSTALLATION: INSTALL STONE TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCNA RECOMMB4DATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX -CEMENT THIN SET AND BOND GOATS REQUIRED. SECTION 0 - RESILIENT TILE FLOORING A. B. SUBMITTALS C. D. E. F. 6. 4. J. C. M. N. 0. P. A. C. .1 FLOOR TCNA FI25A THIN SET OVER FULL COVERAGE CRACK ISOLATION WITH LATEX BOND COAT. .2 WALL: TCNA W245 THIN SET OVER BACKER BOARD WITH LATEX BOND COAT. .3 CEILING (SOFFITS): TGNA 6315 THIN SET OVER BACKER BOARD WITH LATEX BOND COAT; APPLY BOND COAT TO BOTH TILE AND TO CEILING (SOFFIT) TO ENSURE IMMEDIATE BOND. .4 PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS OR AS DIRECTED BY ARCHITECT; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND THROUGH DOORWAYS. A VERIFY LOCATIONS OF JOINTS IN TILE AREAS WITH ARCHITECT PRIOR TO BEGINNING INSTALLATION OF FLOOR TILE; WHERE NOT OTI E tNISE INDICATED WORK WITH ARCHITECT TO DETERMINE APPROPRIATE LOCATIONS OF JOINTS. 5 CLEAN AND SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MAWFAGTURERR FOR MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S REGOMMENDATION5. SUMMARY SECTION INCLUDES: RESILIENT TILE FLOORING AND ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. PRODUCT DATA: SUBMIT DATA ON SPECIFIC PRODUCTS, DESCRIBING PHYSICAL AND PERFORMANCE CHARACTERISTICS, SIZES, PATTERNS AND COLORS AVAILABLE. MAINTENANCE DATA; SUBMIT MAINTENANCE PROCEDURES, RECOMMENDED MAINTENANCE MATERIALS, AND SUGGESTED SCHEDULE FOR CLEANING', STRIPPING, AND RE- WAXING. QUALITY ASSURANCE: QUALIFICATIONS INSTALLATION SHALL BE BY QUALIFIED INSTALLER APPROVED BY THE MANUFACTURER OF THE MATERIALS, REGULATORY REQUIREMENTS: FLAME SPREAD INDEX; SLIP RESISTANCE OF FLOOR SURFACE AND CHANGE IN LEVEL SHALL BE IN ACCORDANCE WITH APPLICABLE LAW. DELIVERY, STORAGE AND HANDLING DELIVER MATERIALS TO SITE IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGING WITH LABELS INTACT. ADEQUATELY PROTECT AGAINST DAMAGE WHILE STORED AT THE SITE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR HANDLING. PROJECT /SITE CONDITIONS ENVIRONMENTAL REQUIREMENTS: INSTALLATION SHALL NOT BEGIN UNTIL NIORK OF OTHER TRADES 15 SUBSTANTIALLY COMPLETED AND THE AREA OR ROOMS WHERE FLOORING IS TO BE INSTALLED HAS BEEN MAINTAINED AT A MINIMUM TEMPERATURE OF 10 DEGREES F, FOR AT LEAST 45 HOURS. MOISTURE CONTENT AND BONDABILITY OF CONCRETE SUB - FLOORS SHALL BE DETERMINED BY A FIELD TESTING METHOD RECOMMENDED BY THE FLOORING MANUFACTURER. MAINTAIN AMBIENT TEMPERATURE REQUIRED BY ADHESIVE MANUFACTURER THREE DAYS PRIOR TO, DURING AND 24 +UR5 AFTER I STALLATION OF MATERIALS. MAINTENANCE EXTRA MATERIALS PROVIDE 12 SQUARE FEET OF FLOO INS OF EACH MATERIAL SPECIFIED. TILE FLOORING VINYL COMPOSITION TILE ASTM FIO66 CLASS 2, COMPOSITION I, 12" X 12 SIZE I, /5 INCH THICK; DESIGN, PATTERN AND COLOR AS INDICATED. BASE ACCESSORIES ADHESIVES EXAMINATION PREPARATION INSTALLATION INSTALLATION -BASE CLEANING PROTECTION SECTION 0c1100 - PAINTING SUMMARY B. DEFINITIONS SUBMITTALS PRODUCT DATA 12 LINEAL FEET OF BASE FS SS -W-40, TYPE I RUBBER; OR TYPE 2 VINYL 4 INCH HIGH; I/S INCH THICK; TOP SET COVERED. SUITABLE FOR THE UNDER FLOOR SUBSTRATE CONDITIONS INVOLVED AS RECOMMENDED BY THE MANUFACTURER OF THE FLOORING MATERIALS. ADHESIVES SHALL BE WATERPROOF, STABILIZED TYPE, ASPHALT EMULSIONS ARE NOT ACCEPTABLE, CRACK AND JOINT FILLER: WATERPROOF TYPE AS RECOMMENDED BY THE MANUFACTURER, EDGE STRIPS: I INCH (25MM) WIDE WITH BEVELED EDGE. MATERIAL TO MATCH FLOORING. SEALER; TYPE RECOMMENDED BY FLOORING MANUFACTURER. EXAMINE SUB SURFACE TO RECEIVE WORK AND REPORT DETRIMENTAL CONDITIONS IN WRITING TO ARCHITECT. COMMENCEMENT OP WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUB SURFACES. INSPECT THE SUB -FLOOR TO RECEIVE RESILIENT FLOORING. DO NOT LAY FLOOR COVERING UNTIL SUB- FLOORS ARE IN PROPER CONDITION TO RECEIVE SAME. SUB - FLOORS SHALL BE BROOM CLEAN, FREE OF FOREIGN MATTER AND THOROUGHLY CLEAN BEFORE INSTALLATION. VERIFY CONCRETE FLOORS ARE DRY AND BONDABLE. REMOVE SUB FLOOR RIDGES AND BUMPS, FILL LOW SPOTS, CRACKS, JOINTS, HOLES, AND OTHER DEFECTS WITH SUB FLOOR FILLER APPLY, TROWEL AND FLOAT FILLER TO LEAVE A SMOOTH FLAT HARD SURFACE. PROHIBIT TRAFFIC FROM AREA UNTIL FILLER IS CURED. VACUUM GLEAN SUBSTRATE, APPLY PRIMER TO FLOOR SURFACE AS RECOMMENDED BY FLOORING MANUFACTURER. TILE FLOORING: INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND IN ACCORDANCE WITH "RECOMMENDED WORK PROCEDURES FOR RESILIENT FLOOR COVERINGS" OF THE RESILIENT FLOOR COVERING INSTITUTE, LAY TILE FLOORING WITH JOINTS PARALLEL TO BUILDING LINES AND WITH SYMMETRICAL TILE PATTERNS. TERMINATE FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH 15 DISSIMILAR. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES, AND WHERE FLOORING TERMINATES. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. FIT JOINT TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF IS INCHES BETWEEN JOINTS. MITER INTERNAL CORNERS. INSTALL BASE ON SOLID BACKING. BOND TIGHT TO WALL AND FLOOR SURFACE. SCRIBE AND FIT TO DOOR FRAMES AND OTHER INTERRUPTIONS. AFTER FLOORING HAS BECAME WELL SEATED AND JUST PRIOR TO OPENING IT TO TRAFFIC, THOROUGHLY CLEAN IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. NO WAXING IS REQUIRED. REMOVE DIRT, DEBRIS AND ADHESIVE FROM FLOOR COVERING AND ADJACENT SURFACES USING MANUFACTURERS RECOMMENDED METHODS AND LEAVE INSTALLATION IN A CONDITION. DURING THE COURSE OF THE WORK AND ON COMPLETION, REMOVE EXCESS MATERIALS EQUIPMENT AND DEBRIS AND DISPOSE OF AWAY FROM PREMISES. LEAVE WORK IN GLEAN CONDITION. MINIMIZE TRAFFIC UNTIL FLOORING HAS BECOME WELL SEATED AT LEAST 45 HOURS AT A MAINTAINED TEMPERATURE OF NOT LE55 THEN 10 DEGREES F (21 DEGREES C), AND DO NOT PERMIT FIXTURES, EQUIPMENT, OR SIMILAR ITEMS ON FLOORING. SECTION INCLUDES: PAINTING AS SPECIFIED AND AS NOTED ON DRAWINGS. SURFACES REQUIRING FINISHING AND LEFT UNFINISHED BY THE REQUIREMENTS OF OTHER SECTIONS SHALL BE PAINTED OR FINISHED AS PART OF THE WORK OF THIS SECTION. I. TOUCHUP: PAINTING OF ITEMS MISSED BY PAINTER AT NO ADDITIONAL COST TO OWNER. 2. REPAINT: REPAIRS TO PAINT WORK FOR DAMAGES CAUSED BY OTHER TRADES. SUBMIT SCHEDULE OF MANUFACTURERS OF PRODUCTS REQUIRED FOR THE WORK, TOGETHER WITH SPECIFICATIONS RECOMMENDED BY EACH MANUFACTURER. D. QUALITY ASSURANCE PREPARATION, APPLICATION AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE PROVISIONS OF THE FOLLOWING: I. PAINTING AND DECORATING CONTRACTORS OF AMERICA - "PAINTING SPECIFICATION MANUAL," FOR TYPE I STANDARD JOB, EXCEPT WHERE SPECIFIED OTHERWISE. 2. GYPSUM ASSOCIATION-t9A2I0, "GYPSUM BOARD FOR WALLS AND CEILINGS." E. DELIVERY, STORAGE, AND HANDLING DELIVER MATERIALS TO SITE IN MANUFACTURER'S SEALED CONTAINERS, LEGENDS AND LABELS INTACT. ADEQUATELY PROTECT AGAINST DAMAGE WHILE STORED ON SITE. IN NO CASE SHALL THE AMOUNT OR METHOD OF MATERIALS STORED EXCEED THE AMOUNT PERMITTED OR THE MANNER ALLOWED BY LOCAL ORDINANCES, STATE LAWS, OR FIRE UNDERWRITER REGULATIONS. F. PROJECT /SITE CONDITIONS ENVIRONMENTAL REQUIREMENTS DO NOT APPLY EXTERIOR PAINT IN DAMP OR RAINY WEATHER OR UNTIL AFTER THE SURFACE HAS DRIED THOROUGHLY FROM THE EFFECTS OF SUCH WEATHER. DURING INTERIOR APPLICATION, MAINTAIN MINIMUM TEMPERATURE OF 65 DEGREES F, UNLESS OTHERWISE DIRECTED BY MANUFACTURER'S PRINTED INSTRUCTIONS. HOLD TEMPERATURE AS CONSTANT AS POSSIBLE. PROVIDE ADEQUATE VENTILATION AT ALL TIMES 50 THE HUMIDITY CANNOT RISE ABOVE THE DEN POINT OF THE COLDEST SURFACE TO BE PAINTED. MOISTURE- CONDITAININ& SURFACES, SUCH AS CONCRETE, STUCCO AND CEMENT PLASTER SHALL HAVE A MOISTURE CONTENT OF LESS THAN 5 PERCENT AS MEASURED BY MOISTURE METER. REMOVE SURFACE SALT DEPOSITS PRIOR TO PAINTING VERIFY THAT pH IS NEUTRAL OR WITHIN ACCEPTABLE LIMITS OF PAINT MANUFACTURER. PAINT AFTER THOROUGHLY CURED. G. MAINTENANCE H. EXTRA MATERIALS UPON COMPILATION OF THE WORK, FURNISH OWNER WITH ONE FRESH G ALLON OF EACH TYPE AND COLOR OF PAINT AND FINISH USED ON THIS PROJECT. LABEL CONTAINERS WITH MANUFACTURER'S NAME, BATCH, COLOR, SHELF, LIFE, INSTRUCTIONS, AND CAUTIONS. I. MANUFACTURERS FURNISH PRODUCTS ONLY OF THE MANUFACTURERS LISTED IN THE FINISH SCHEDULE. J. MATERIALS I. MATERIALS USED SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL AIR POLLUTION REGULATIONS, LEAD CONTENT LAWS, AND CURRENT VOC REQUIREMENTS; MATERIALS SHALL BE TOP OF THE LINE, FIRST QUALITY PRODUCTS. A. ALTERNATE MATERIALS SUBMITTED FOR PRIOR APPROVAL SHALL HAVE QUALITIES AND MATERIALS EQUAL TO THE OTHER LISTED MANUFACTURER'S TOP OF THE LINE, FIRST QUALITY PRODUCTS. b. MATERIALS SELECTED FOR COATING SYSTEM FOR EACH TYPE OF SURFACE SHALL BE THE PRODUCTS OF A SINGLE MANUFACTURER. PAINTS SHALL BE READY MIXED EXCEPT FOR FIELD CATALYZED COATINGS. 2. CONTRACTOR SHALL PROVIDE EITHER WATERBOURNE OR SOLVENTBOURNE PRODUCTS AT CONTRACTOR'S OPTION AND AS FOLLOWS: a. WATERBOURNE: PROVIDE WHERE LOW ODOR AND FAST DRY ARE DESIRED. NON BLOCKING MATERIALS SHALL BE USED FOR DOORS, DOOR JAMBS, RAILING AND OTHER LOCATIONS SUSJEGT TO HANDLING, OR WHERE SURFACES WILL COME INTO CONTACT WITH OTHER PAINTED SURFACES OR BELONGINGS. b. SOLVENTBOURNE: PROVIDE WHERE HARDER FINISH 15 REQUIRED (SUCH AS "WET" AREAS) AND ODOR WILL NOT CREATE PROBLEMS WITH OCCUPANTS. THESE PRODUCTS SHALL NOT BE USED WHERE COLOR RETENTION 15 A CONCERN. K. EXAMINATION EXAMINE SUB- SURFACES TO RECEIVE WORK AND REPORT IN WRITING. CONDITIONS DETRIMENTAL TO WORK. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF SUB SURFACE. L. PROTECTION BEFORE PAINTING, REMOVE HARDWARE, ACCESSORIES, ELECTRICAL PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS. PROVIDE PROTECTION FOR SUCH ITEMS, INCLUDING ADJACENT SURFACES AS REQUIRED OR DIRECTED. ON COMPLETION OF EACH SPACE, REPLACE ABOVE ITEMS, MASK PERMANENT LABELS. PROVIDE, DISTRIBUTE, AND MAINTAIN A SUFFICIENT SUPPLY OF CLEAN DROP CLOTHS AND OTHER PROTECTIVE COVERINGS. M. SURFACE PREPARATION SURFACE REQUIRING PAINTING OR FINISHING SHALL BE THOROUGHLY DRY AND CURED, FREE OF DIRT, DUST, GREASE, OIL AND OTHER FOREIGN MATTER. REPAIR VOIDS, CRACKS, NICKS AND OTHER SURFACE DEFECTS, WITH APPROPRIATE PATCHING MATERIAL - FINISH FLUSH WITH SURROUNDING SURFACES. SPOT PRIME MARRED OR DAMAGED SHOP COATS ON METAL SURFACES WITH APPROPRIATE METAL PRIMER. DETERMINE MOISTURE CONTENT OF PLASTER, STUCCO, CEMIENTITIOUS MATERIALS, WOOD, AND OTHER MOISTURE- HOLDING MATERIALS BY USE OF A RELIABLE, ELECTRONIC MOISTURE METER. SURFACES SHALL BE PREPARED IN ACCORDANCE WITH FINISH MANUFACTURER'S PRINTED INSTRUCTIONS PRIOR TO APPLICATION OF THE FINISH. I. WOOD • SANDPAPER TO SMOOTH AND EVEN SURFACE AND THEN DUST OFF. AFTER PRIMER OR STAIN COAT HAS BEEN APPLIED, THOROUGHLY FILL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. COVER KNOTS AND SAP STREAKS WITH A THIN COAT OF SHELLAC. b. FINISH DOOR AND WINDOW EDGES AFTER FINAL FITTING. FINISH INTERIOR OF CABINETS IN THE SAME MANNER AS THE EXTERIOR UNLESS OTHERWISE SPECIFIED. SEAL INTERIOR OF DRAWERS UNLESS OTHERWISE SPECIFIED. • BACKPRIME EXTERIOR WOOD WORK, WHICH 15 TO RECEIVE PAINT FINISH, WITH EXTERIOR PRIMER PAINT. BACKPRIME INTERIOR WOODWORK, WHICH IS TO RECEIVE PAINT OR ENAMEL FINISH, WITH ENAMEL UNDERCOATER PAINT. BACKPRIME INTERIOR AND EXTERIOR WOODWORK, WHICH IS TO RECEIVE STAIN AND /OR VARNISH, FINISH WITH VOC COMPLIANT VARNISH. BACKPRIME WOOD TRIM BEFORE INSTALLATION. 2. STEEL AND IRON A. REMOVE GREASE, RUST AND RUST SCALE AND TOUCHUP CHIPPED OR ABRAIDED PLACES ON ITEMS THAT HAVE BEEN SHOP COATED. WHEN AREA WILL BE EXPOSED TO VIEW, b. SANDPAPER THE ENTIRE TREATED AREA SMOOTH, FEATHER THE EDGE OF SURROUNDING UNDAMAGED PRIME COAT AND SPOT PRIME IN A MANNER TO ELIMINATE EVIDENCE OF REPAIR. c. INHERE STEEL OR IRON AT EXISTING WORK HAVE A HEAVY COATING OF SCALE, REMOVE BY SAND BLASTING, SANDING DESCALING, GRINDING OR WIRE BRUSHING, AS NECESSARY, TO PRODUCE A SATISFACTORY SURFACE FOR PAINTING'. 5. GALVANIZED METAL AND ALUMINUM a. THOROUGHLY CLEAN BY WIPING SURFACE WITH SURFACE CONDITIONER OR SOLVENT. PRIME GALVANIZED METAL WITH GALVANIZED IRON PRIMER AS RECOMMENDED BY PAINT MANUFACTURER. A TEST SAMPLE OF THE COMPLETE SYSTEM SHOULD BE APPLIED AND CHECKED FOR ADHESION BEFORE FINAL PAINTING BEGINS. b. CLEAN VISIBLE PORTIONS OF THROATS OF GALVANIZED STEEL DUCTWORK WITH SOLVENT; WIPE DRY WITH CLEAN RAGS AND PAINT FLAT BLACK. 4. CONCRETE a. THE METHOD OF SURFACE PREPARATION SHALL BE AT CONTRACTOR'S DISCRETION, PROVIDED THE RESULTS ARE SATISFACTORY TO THE TENANT, AND METHOD 15 IN COMPLIANCE WITH APPLICABLE CODES AND REQUIREMENTS. b. BEFORE FIRST PAINT COAT IS APPLIED, SPOT PRIME NAILS AND OTHER EXPOSED METAL OCCURRING IN THE SURFACES WITH A RUST INHIBITIVE PRIMER AS RECOMMENDED BY PAINT MANUFACTURER. PREPARE EXISTING SURFACES TO BE PAINTED BY REMOVING DIRT, DUST, OIL AND GREASE STAINS AND EFFLORESCENCE. 5. PLASTER AND GYPSUM BOARD SURFACES a. FILL IN CRACKS, HOLES OR IMPERFECTIONS IN WITH COMPATIBLE PATCHING MATERIAL AND SMOOTH OFF TO MATCH ADJOINING SURFACES. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.7472121 Fax. 213.741.5111 THE CONTRACTOR B RESPONSBLE FOR REVEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LISTED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMIAENCEMENT OF WORK THE CONTRACTOR SHALL NOT FY THE ARCHITECT'S OFFICE ItUEDIATELYOFANY NCONSISTENCES, DBCREPANCIES OR OMBSIONS PRIOR TO COMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIRQkTION WHERE APPUCABLE NOTE k THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWING'S GRAPHICS AND MODELS T}EREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMSSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR UNITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE COPYRIGHT 42 FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Seal: F C D R E V E XXI SOUTH CENTER 836 SOUTIICENTER MALL TUKWMLA, WA 98188 -2888 till 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON REGISTERE ARCH NO. DATE REVISION 1/2a/O1 LL PRELIMINARY SUBMITTAL 10/10/01 PRELIMINARY E- SUBMITTAL FINAL LL SUBMITTAL. II/05/01 ISSUED FOR PLAN CHECK PLAN GHEGK RESPONSE, OI /Oq /O8 F2I /t LANDLORD COMMENTS - !II P:aMi��n • if;�j Sheet Title SCALE: Sheet No. SPECIFICATION Job No. 2K -617 DATE: SEPT., 2007 DRAWN BY: ELI. N CHECKED BY: M. LEE (SP-3' b. BEFORE PAINTING, SURFACES SHALL BE FIRST TESTED FOR DRYNESS WITH A MOISTURE TESTING DEVICE. APPLY NO PAINT OR SEALER ON GYPSUM BOARD OR PLASTER WHEN THE MOISTURE CONTENT EXCEEDS S PERCENT. TEST SUFFICIENT AREAS IN EACH SPACE AND AS OFTEN AS NECESSARY TO DETERMINE IF THE SURFACE HAS THE PROPER MOISTURE CONTENT FOR PAINTING IFTHE MOISTURE CONTENT IS BETWEEN S PERCENT AND 12, PERCENT PRIME WITH ALKALI RESISTANT PRIMER, IF 6 PERCENT OR LESS, PRIME WITH SPECIFIED PRIMER. X. INTERIOR PAINT FINISHES: THIS SCHEDULE USES THE GENERIC NAMES LISTED IN TABLE OF PAINTING PRODUCTS. I. INTERIOR CONCRETE MASONRY (NON -WET AREAS): APPLY TO EXPOSED INTERIOR CONCRETE MASONRY BLOCK UNITS EXCEPT AREAS SPECIFIED ABOVE FOR ENAMEL FINISH. A. I5T GOAT: BLACK FILLER, W/O AGGREGATE. WORK I5T COAT INTO SURFACE OF BLACK AND MORTAR JOINTS TO FOREVER 2 INC. 2001 S. Alameda Street Los Angeles, CA 90058 FILL ALL PITS AND VOIDS. Phone. 213.747.2121 G. REMOVE THE DRY SALT DEPOSITS FROM PLASTER b. 2ND GOAT: VINYL ACRYLIC WALL SEALER OR SAME Fax. 213.741.5111 SURFACES BY BRUSHING WITH A STIFF BRUSH BEFORE MATERIAL AS 3RD COAT AS RECOMMENDED BY 6. PAINTING,. EXISTING SURFACES MANUFACTURER. c. 5RD AND 4T1-1 GOATS: ACRYLIC ENAMEL, SEMI-GLOSS. d. CLEAN, SAND, PATCH, REPAIR, AND PREPARE EXISTING 2. FERROUS METALS: THE CONTRACTOR IS RESPONSEILE FOR REVEW SURFACES TO BE PAINTED SO THAT SUCH EXISTING APPLY TO EXPOSED METALS SUCH AS STEEL DOORS, HOLLOW OF ALL PORTIONS OF CONSTRUCTION FINISHED SURFACES ARE INDISTINGUISHABLE FROM NEW METAL FRAMES, METAL BEAM SADDLES, COLUMNS, GRILLES AND DOCUMENTS (INCLUDNG, BUT NOT LASTED TO SURFACES. RESISTERS, STAIR AND HAND RAILINGS, LADDERS AND OTHER DETAILS, DIMENSIONS. PLANS SECTIONS AND o. SURFACES WHICH CANNOT BE PREPARED OR PAINTED AS EXPOSED MISCELLANEOUS METALS. 8PECLFICATIDNS) PERTAINING TO ANY SPECFIC SPECIFIED SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE TENANT IN WRITING . a. I5T GOAT: FERROUS METAL PRIMER b. 2ND -GOAT: ENAMEL UNDERCOATER/PRIMER OR SAME AREA OR ITEM OF CONSTRUCTION PRIOR TO COMLENCBAENT OF WORK THE CONTRACTOR SHALL NOTFY THE ARCHITECT'S OFFICE N. WORKMANSHIP MATERIAL AS 3RD GOAT AS RECOMMENDED BY MANUFACTURER. IMMEDIATELY OF ANY NCONS�% DISCREPANCIES OR OMISSIONS PRIOR TO ODUC TS TO ACHIEVE PAINT MANUFACTURER'S I. APPLY PRODUC C.. 3RD GOAT: EGGSHELL: ENAMEL, EGGSHELL - ACRYLIC COMMENCEMENT OF ANY WORK AND AWAIT THE PRINTED IGATIONS FOR DRY MIL THICKNESS. APPLY EACH GOAT OF PAINT EVENLY AND COMPLY WITH (NON- BLOCKING,) OR ALKYD, SEMI- SLOSS: ENAMEL, SEMI -G,L058 - ACRYLIC (NON- BLOCKING) OR ALKYD. ARCHITECT'S CLARIFICATION WHERE APPLICABLE MANUFACTURERS DRYING TIME BEFORE APPLYING 3. INTERIOR WOOD FINISHES (ENAMEL): SUBSEQUENT COATS. APPLY TO WOOD DOOR FRAMES, COLUMNS, EXPOSED AND 2. FINISHED WORK SHALL BE UNIFORM, OF APPROVED CONGEALED CASEWORK AND MILLWORK, WOOD - WINDOW WALL COLOR, SMOOTH AND FREE FROM NUNS, SASS, GLOSSING CONSTRUCTION, MEDIUM DENSITY PLYWOOD SURFACES, SHELVING, NOTES: OR EXCESSIVE FLOODING, MAKE EDGES OF PAINT ROLL-UP YVOOD DOOR5, PERFORATED AND PLAIN TYPE TIE DESIGNS SHOWN AND DESCRIBED HEREIN ADJOINING OTHER MATERIALS OR COLORS SHARP AND HARDBOARD, PARTICLEBOARD AND OTHER EXPOSED INCLUDING ALL TECINICAL DRAWINGS, CLEAN, WITS -TOUT OVERLAPPING. MISCELLANEOUS NOW AND TRIM, EXCEPT WOOD SPECIFIED FOR GRAPHICS AND MODELS THEREOF, ARE 3. WHERE VARNISHES OR ENAMEL IS USED, LIGHTLY SAND, A TRANSPARENT OR STAIN FINISH. PROPRIETARY AND CANNOT BE COPIED OR DUST, AND CLEAN UNDERCOATS TO OBTAIN A SMOOTH a. 1ST GOAT: ENAMEL U•DERCOATERJPRIMER. COMMERCIALLY EXPLOITED, IN WHOLE OR IN FINISH COAT. SAND CAREFULLY BETWEEN EACH COAT OF b. 2ND AND 3RD COAT: EGGSHELL: ACRYLIC ENAMEL, PART, WITHOUT EXPRESS WRITTEN FINISH ON SMOOTH SURFACES FOR GOOD ADHESION OF EGGSHELL SEMI - GLOSS: ACRYLIC ENAMEL, SEMI -GLOSS PERMISSION OF THE FOREVER 21. THESE ARE SUBSEQUENT GOATS. SLOSS: ACRYLIC ENAMEL GLOSS AVAILABLE FOR LIMBED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, 0. APPL !CATION CONTRACTORS, GOVEATIEET AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN THE NUMBER OF COATS SCHEDULED 15 THE MINIMUM ACCORDANCE WITH THIS NOTICE NUMI3ER OF COAT'S REQUIRED. ADDITIONAL COATS SHALL BE APPLIED, AT NO ADDITIONAL COST TO THE TENANT, TO COPYRIGHT 12 FOREVER 21 COMPLETELY HIDE BASE MATERIAL, PROVIDE UNIFORM 1999 ALL RIGHTS RESERVED. COLOR AND TO PRODUCE SATISFACTORY FINISH RESULTS. APPLY COATINGS WITHOUT THINNING EXCEPT AS SPECIFICALLY REQUIRED SY LABEL DIRECTIONS OR REQUIRED BY THESE SPECIFICATIONS. IN SUCH CASES, THINNING SHALL BE THE MINIMUM REDUCTION PERMITTED. XX][ P. PLUMBING MECHANICAL AND ELECTRICAL I. EXTERIOR AND INTERIOR EXPOSED WATER, GAS, WASTE F FEEVEFt PIPING, SPRINKLER PIPING', CONDUIT, LIGHTING AND TERMINAL SOUTH CENTER GALVANIZED UCTS Al fl NPSUULA DUCTS, ETC, SH ALL BE PAINTED UNLESS OTHERWISE DIRECTED. 2. PAINT EXPOSED UNFINISHED FIXTURES, METAL DUCTS, 836 SOUTHCENTER MALL SWITCH BOXES, CONTROL PANELS, DEVICES, STARTERS, JJNGTION BOXES, VENTS, DRAINS, AND OTHER SIMILAR TUKWILA, WA 98188 -2888 ITEMS. 3. SPRAY PAINT PRIME GOAT (NOT PRE- FINISHED) GRILLES AND REGISTERS WITH ENAMEL OR LACQUER TO MATCH WALLS AND CEILINGS. ri 0 I 181 JItAIIs 4. PAINT MATERIALS SHALL NOT SAG, RUN OR BIND MOVABLE PARTS OF GRILLES, REGISTERS, LOUVERS, BAFFLES, AND OTHER SIMILAR ITEMS. 5. THROATS OF DUCTS SHALL BE GIVEN ONE COAT OF FLAT BLACK PAINT, WHEREVER VISIBILITY OF THE INTERIOR OF THE DUCT 15 ALLOWED THROUG,H RESISTERS OR OTHER SIMILAR ITEMS. AT FIBER LINED DUCT, USE BLACK LATEX PAINT. 6. EXAMINE THE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE AMOUNT OF EXPOSED WORK TO BE PAINTED. ?. PAINT EXPOSED SURFACES OF EVERY MEMBER 6. PAINT ITEMS INACCESSIBLE AFTER INSTALLATION BEFORE INSTALLATION, IF REQUIRED TO BE PAINTED. 2470 MARINER SQUARE LOOP Q. DOOR ALAMEDA, CA 94501 I. EDGES, TOPS, AND BOTTOMS OF WOOD DOORS SHALL BE TEL 5 10. $ 6 5.8 6 6 3 FINISHED AND SEALED WITH THE SAME FINISH AS THE FAX 5 10.8 6 5.1 61 1 DOOR FACES, TO MEET DOOR MANUFACTURER'S WARRANTY REQUIREMENTS. 2. PAINT ITEMS FITTED WITH FINISH HARDWARE AFTER HARDWARE HAS BEEN TEMPORARILY REMOVED. 3 AND SURFACES SCHEDULED FOR PAINTING, SHALL WALLS OR 'q , � _ ' ..1 t . f � ( C s _.{ %._ ' -7 1 e '3 1 . ; �l i '' i U. 1 �' '- ?:, %',., Se81: t 11 6216 REGISTERED � ►: � j ARC .r�y.� ‘ ` BE DISCONNECTED, USING, WORKMEN SKILLED IN � APPROPRIATE TRADES, AND MOVED TEMPORARILY TO DENNIS MICHAEL HEATH PERMIT PAINTING OF SURFACE. FOLLOWING COMPLETION STATE OF WASHINGTON OF PAINTING,, REPLACE AND RECONNECT ITEMS. 4. EACH SUCCEEDING PIGMENTED COAT SHALL BE DISTINGUISHABLY LIGHTER THAN THE PREVIOUS COAT. a. TINT PRIME AND UNDERCOATS TO A COLOR SIMILAR TO FINISH GOAT. b. THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY TO Consultants RECOAT WORK IN QUESTION. 5. BRUSH, WIPE OR ROLL STAIN IN 2 COAT APPLICATION. AVOID LAP MARKS BY MAINTAINING "WET -EDGE " CONTINUALLY BEINS MERGED WITH EXISTING LIQUID COVERAGE AND STOP ONLY AT NATURAL EDGES, TURNS AND BREAKING PLACES. 6. DO NOT PAINT OVER UNDERWRITERS' LABORATORY LABELS, FUSIBLE LINKS, EXPOSED SPRINKLER HEADS, AND OTHER SIMILAR ITEMS. T. PAINT PIPING, ELECTRICAL OR OTHER EQUIPMENT, CONDUIT, VENTS, AND OTHER SIMILAR ITEMS, ON ROOF OR OTHER EXTERIOR LOCATIONS AS DIRECTED. NO, DATE REVISION R. INTERIOR WOOD FINISH (FLAT): 1/25/01 LL PRELIMINARY SUBMITTAL APPLY TO PLYWOOD TELEPHONE BACKING BOARDS AND OTHER MISCELLANEOUS SOFTWOOD AS NOTED, SPECIFIED 10 /1 0 /O PRELIMINARY RE SUBMITTAL OR SCHEDULED. FINAL LL SUBMITTAL. a. 1ST GOAT: ENAMF — L,. UNDERCOATER/PRIMER. II /OS /O1 ISSUED FOR PLAN CHECK b. 2ND AND 3RD COAT: VINYL ACRYLIC, FLAT FLAN GI -1EGK RESPONSE, 0I /01/05F2I $ LANDLORD COMMENTS S. GALVANIZED METALS: APPLY TO EXPOSED GALVANIZED METAL. a. PRETREATMENT: SOLVENT GLEAN METAL TO REMOVE FOREIGN MATTER OR ANY COATING APPLIED BY THE METAL MANUFACTURER. b. 1ST GOAT: GALVANIZED METAL PRIMER. T- r � r "' c am I . •I G. 2ND AND 3RD GOATS: EGGSHELL: GLOSS (IF NOTED ON ' ' ' ' .; 7 "— DRAWINGS): ACRYLIC. ENAMEL, SEMI -GLOSS (IF NOTED ON DRAWI■GS): ACRYLIC ENAMEL GLOSS Pa,ralvi► t ULN I L-H T. ALUMINUM SURFACE: a. PRETREATMENT: SOLVENT GLEAN METAL TO REMOVE FOREIGN MATTER OR ANY COATING APPLIED BY THE METAL MANUFACTURER. b. 1ST GOAT: ALUMINUM PRIMER c. 2ND AND 5RD GOATS: EGGSHELL: ENAMEL, EGGSHELL Sheet Tide SEMI -G,LOSS (IF NOTED ON DRAWINGS): ENAMEL, SEMI -GLOSS (IF NOTED ON DRAWINGS): ENAMEL, SEMI- GLOSS. U. GYPSUM BOARD, PLASTER AND CONCRETE (WET AREAS): APPLY TO GYPSUM BOARD, PLASTER AND CONCRETE SPECIFICATION SURFACE IN TOILET ROOMS, JANITOR ROOMS, KITCHENS AND OTHER AREAS AS SCHEDULED. a. 1ST GOAT: ENAMEL UNDERCOATER/PRIMER - SOLVENTBOME, UNLESS NOTED OTHERWISE. b. 2ND AND 3RD COATS: EGGSHELL: ENAMEL, EGGSHELL - SOLVENTBOME, SEMI - GLOSS: ENAMEL, SEMI -SLOSS OR EPDXY ENAMEL, GLOSS - SOLVENTBOME V. GYPSUM BOARD, PLASTER AND CONCRETE (WET AREAS): Job No. 21(417 APPLY TO GYPSUM BOARD, PLASTER AND CONCRETE DATE: SEPT., 2007 EXCEPT FOR WET AREAS. a. 1ST GOAT: PRIMER/SEALER. WATERBORNE SCALE: PRIMER/SEALER- SOLVENT BORNE (ALKYD) SHALL BE USED AT NEW UNTEXTUR.I =D SMOOTH GYPSUM BOARD DRAWN BY: ELI. N SURFACES COVERED WITH POWDERY, OR UNSTABLE SOFT TOP CEMENT. b. 2ND AND 3RD GOAT: EGGSHELL; ENAMEL EGGSHELL, SEMI -GLOSS PLAT (IF NOTED ON DRAWINGS): PAINT, FLAT. CHECKED BY: M. LEE Sheet NO W. AGOUSTIG CEILINGS: ') APPLY TO EXISTING ACOUSTIC TILE OR BOARD, I5T AND 2ND COAT: FLAT- VINYL ACRYLIC. /� sp_4> ,) APPLICABLE TO PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDS IBC REFERENCE X 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: -- X ACI 318: 3.5, 7.1 -7.7 1903.5, 1907.1, 1907.7, 1914.4 X a. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS SPECIFIED IN THE APPROVAL CONSTRUCTION DOCUMENTS. -- X APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 335, SECTION A3.4; AISC LRFD, SECTION A3.3 -- X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQ'D. -- X -- -- X 2. INSPECTION OF HIGH - STRENGTH BOLTING: 4. VERIFYING USE OF REQUIRED DESIGN MIX. -- X ACI 318: CH. 4, 5.2 -5.4 X a. BEARING --TYPE CONNECTIONS. --- X AISC LRFD SECTION M2.5 1704.3.3 1905.6, 1914.10 b. SUP-CRMC CONNECTIONS. X X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: 1905.9. 1905.10, 1914.6, 1914.7, 1914.8 X 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. __ x a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. -- -- ASTM A 6 OR ASTM A 568 1708.4 X b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. --- -- ASTM A 6 OR ASTM A 568 x 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: ACI 318: 18.20 ACI 318: 18.18.4 _® b. GROUTING OF BONDED P RESTREINO TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM, X a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. 9. ERECTION OF PRECAST CONCRETE MEMBERS. -- AISC, ASD, SECTION A3.6; AISC LRFD, SECTION A3.5 __ X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. -- -- --- -- x 5. INSPECTION OF WELDING: x a. STRUCTURAL STEEL -- --- 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - AWS D1.1 1704.3.1 x 2) MULTI -PASS FILLET WELDS. X -- 3) SINGLE -PASS FILLET WELDS > 5/16' X ®® x 4) SINGLE-PASS FILLET WELDS < 5/16" -- X x 5) FLOOR AND DECK WELDS. -- X AWS D1.3 -- b. REINFORCING STEEL; --- -- AWS 01.4 ACI 318: 3.5.2 1903.5.2 1) VERIFICATION OF MIXABILITY OF REINFORCING S MEL OTHER THAN ASTM A 706. _- X 2) REINFORCING STEEL - RESISTING FLEXURAL RURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECS MOMENT FRAMES, AND BOUNDARY MTS OF SPEC X -- REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCDENT. 3) SHEAR REINFORCEMENT. X -- 4) OTHER REINFORCING STEEL -- X x 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: X -- 1704.3.2 X a. DETAILS SUCH AS BRACING AND STIFFENING. -- -- X b. MEMBER LOCATIONS. -- --- X c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. -- APPLICABLE TO PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDS IBC REFERENCE x 1. INSPECTION OF REINFORCING STEEL, INCLUDING -- X ACI 318: 3.5, 7.1 -7.7 1903.5, 1907.1, 1907.7, 1914.4 PRESTRESSING T DONS, AND PLACEMENT. 0 -3 Entrapped 2, INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WrfH TABLE 1704.3, rlt 1 513. - --- AWS 01.4 ACI 318: 3.5.2 1903.5,2 X 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. X -- - -- 1912.5 X 4. VERIFYING USE OF REQUIRED DESIGN MIX. -- X ACI 318: CH. 4, 5.2 -5.4 190 1 1 914..22 , , 1 19 1 14..3 35.4, 19 x 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND TEMPERATURE OF CONCRETE. X -- ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1905.6, 1914.10 X 6. INSPECTION OF CONCRETE AND SHOTCRET PLACEMENT FOR PROPER APPLICATION TECHNIQUES. x -- ACI 318: 5.9, 5.10 1905.9. 1905.10, 1914.6, 1914.7, 1914.8 X 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. __ X ACI 318: 5.11 --5.13 1905.11, 1905.13, 1914.9 . INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCE. X _ ACI 318: 18.20 ACI 318: 18.18.4 _® b. GROUTING OF BONDED P RESTREINO TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM, X 9. ERECTION OF PRECAST CONCRETE MEMBERS. ...... X A.CI 318: CH. 16 -- 10. VILIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRES.s iG OF TENDONS IN -- X ACI 318: 6.2 1906.2 POST aISIONED CONCRETE AND PRIOR TO REMOVAL OF SHORE AND FORMS FROM BEAMS AND STRUCTURAL SLABS. Concrete Types Schedule Type of Concrete Minimum Cementitious Content Ib. /cu.yd. Maximum Water Cement Ratio Specified 28 -day Compressive o poi Specified Slump Range for Placement inches Specified Air Content Range % by volume Maximum Sze Aggregate inches • Spread Footings 470 0.60 3000 5 0 -3 Entrapped 12 • Interior Concrete 564 0.48 4000 3 -5 0 -3 Entrapped 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT p@ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ FORE \/ E F SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: fa ti, ' ra 4 •P -7. co ' ' Q 1- ( ) 232 -)113 0 1 >- c, ►, w - ' PIRES - iS Consultants DEL 3 LUUB THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL SUBMITTAL AND II /O8 /O7 ISSUED FOR PLAN CHECK A\ 02/01 /08 PLAN GFOK RESPONSE (2) Sheet Title GENERAL NOTES Job No. 2K -617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB Sheet No. ILA S1.0.0 :R GENERAL NOTES Design Criteria Building Code: 2006 International Building Code 1. Design live loads 3. Seismic Si 5$ SDS �D1 General A. Floor loads 1.1. Retail 1.1.a. First floor 1.1.b. Upper floors 1.2. Stairs and exits B. Roof loads 1.1. Minimum roof live load 1.2. Ground snow load 1.2.a. Snow exposure factor (ce) 1.2.b. Snow importance factor (Is) 1.3. Flat roof snow load (Pf) 1.4. Rain on snow 1.5. Total design snow load 1.6. Design roof live load 2. Design wind loads A. Basic wind speed (3 second gust) 2.1. Exposure 2.2. Importance factor (Iw) = 0.488 = 1.424 = 0.854 = 0.781 Seismic importance factor (le) Seismic use group Seismic design category Seismic site class Response Modification factor (R) Seismic Response Coefficient (Cs) Basic seismic force resistance system Analysis procedures 15. Shop drawings and submittals: =100 psf = 75 psf =100 psf = 20 psf = 25 psf = 1.0 = 1.10 = 25 psf = 5 psf = 25 psf + drifting = 20 psf = 90 mph = C = 1.15 B. Components and cladding: use the most stringent wind load obtained from code, underwriter criteria (Factory Mutual, etc.), and the project specifications. Cladding manufacturer shall consider increased pressure coefficients at building perimeter, corners, eaves, and rakes. Loads noted in general notes are obtained from code. 1.25 I I E 6.0 0.178 Concentrically braced frame Equivalent lateral force method 1. The structure or its modifications are designed to be self- supporting and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, needling, underpinning, or sheet piling, etc. that may be necessary to brace new construction, adjacent buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structures. Temporary supports shall be maintained in place until permanent supports and /or shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in the state where the project is located in the employ of the contractor. 2. Fall protection support from perimeter columns shall be provided in accordance with OSHA requirements as required. Such material shall remain the contractor's property after completion of the project. 3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases of construction. 4. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed. 5. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and reshoring is the responsibility of the contractor. 6. Principal openings through the framing are shown on these drawings. The general contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the mechanical contractor. Providing all openings required by the mechanical, electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's attention for review. 7. The existing conditions shown on these documents were based upon existing drawings prepared by ANF & Associateas 6/12/2007. The contractor is responsible for field verifying all existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any of the work in question. 8. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in kind. The contractor shall keep all existing systems in operation during the construction phase of the project. 9. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner. 10. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of "Typical Details ". 11. Work these drawings with architectural, mechanical, and electrical drawings. 12. Do not scale drawings. 13. Any discrepancies between structural and architectural drawings shall be brought to the attention of the architect and structural engineer. 14. Should any of the general notes conflict with any details or instructions plans, or in the specifications, the strictest provision shall govern. A. These drawings shall be checked and coordinated with other materials and contracts by the general contractor and shop drawings and submittals shall bear the contractor's review stamp with the checker's initials before being 11. submitted to the architect for approval. B. When the fabricator has been authorized to use the architect and engineer's drawings as erection drawings, the fabricator must remove all title blocks, 12. professional seals and any other references to the architect and engineer from that erection drawing. The fabricator's name and title shall be placed on the erection drawings. C. Where dimensions and elevations of existing construction could affect the new construction, it is the contractor's responsibility to make field measurements in time for their incorporation in the shop drawings. Existing Foundation 1. 2. A soils testing laboratory shall be retained by the owner to provide construction review to insure conformance with the construction documents during the excavation, back fill, and foundation phases of the project. 3. It shall be the responsibility of the soils testing laboratory to: • Determine topsoil and excavation stripping depth; • Inspect all subsoil exposed during stripping, site grading, and excavation operations; • Approve fill materials, perform density tests of fills to insure placement per specification requirements; • Inspect foundation bearing surfaces. • Field verify assumed bearing pressure and coordinate with Geotechnical engineer. 4. Top of footing elevations, footing steps and thickness of footings are shown on the drawings and are based upon the information from the geotechnical report and the civil drawings available at the time of design. The top and bottom of footing may vary depending on the conditions encountered at the site. If proper foundation bearing is found to be deeper than that shown on the drawings then foundations shall be thickened maintaining the top of footing elevation to assure proper foundation bearing. The contractor shall submit unit prices for such work and shall qualify the extent of work in the base bid. If top of footing elevations need to vary for final site conditions then the general contractor shall coordinate the effort of other trades. 5. Step footings, where required, at a ratio of one (1) vertical to two (2) horizontal with a maximum vertical step of 2' -0" unless noted otherwise. 6. Inundation and long term exposure of bearing surfaces, which will result in deterioration of bearing formations, shall be prevented. Footings shall be placed immediately following footing excavations and bearing surface inspection. 7. Back filling against pit walls shall not be permitted until the supporting floors are in place and are able to resist the imposed lateral forces except for cantilever retaining walls or unless noted otherwise on drawings, the walls are supported by the floor above and below. Proper temporary bracing may be used in lieu of the floor support based upon the design by a professional engineer. The design of temporary bracing is the total responsibility of the contractor. 8. All fill materials shall be free of organic contaminations and other deleterious matter. 9. For back fill against walls, footings, etc., place in 8" thick layers, with each lift compacted at near optimum moisture content, until a minimum in place density of 95% of the maximum density as determined by ASTM D698 is achieved. 10. Notify structural engineer of any unusual soil conditions. Concrete 1. All concrete construction shall conform to ACI 301, "Specifications for Structural Concrete" and ACI 302, 305 and 306 unless noted otherwise for the year referenced in the building code noted. 2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI 318, "Building Code Requirements for Structural Concrete" ACI 117, and the latest ACI detailing manual. 3. Foundation design is based upon an assumed bearing pressure of 1000 psf on 18. Provide additional reinforcing at the sides and corners of all openings in firm undisturbed soil. A Geotechnical engineer shall be retained by the owner to concrete in accordance with the typical details. Minimum additional requirements field verify that the existing soils yield an allowable bearing pressure equal to or are as follows: greater than the assumed value. The structural engineer shall be notified immediately if any discrepancies are discovered between field conditions and those presented herein. Notes: A. All cement shall be Type I or Type III Portland Cement per ASTM C150. Types IA and IP are not acceptable. Use one brand of cement throughout project. B. Minimum cementitious content shall consist of 100% cement. C. Flyash is not permitted. D. Ground granulated blast furnace slag (GGBFS) is not permitted. E. All admixtures other than superplasticizers shall be added at the batch plant. Superplasticizers, designed for addition to the mix at the plant, may be added at the batch plant with verifications from the structural engineer and verifications that the water -to- cement ratio has not been exceeded. Superplasticizers added at the site shall be sent in pre - measured containers from the batch plant. F. All concrete used for cast -in -place concrete slabs shall contain the specified water reducing or water reducing /retarding admixture. All concrete slabs, placed at air temperature below 50'F shall contain the specified non- corrosive, non - chloride accelerator. All concrete placed at air temperature above 80' shall contain specified water - reducing /retarder admixture. All concrete required to be air- entrained shall contain an approved air - entraining admixture. All pumped concrete shall contain the specified high -range water - reducing admixture. Concrete with a water - cement ratio above 0.40 to 0.60 shall contain the specified water reducer. G. All concrete requiring a high slump for placement (i.e. pumping, drilled piers, etc.) shall contain mid -range and high -range superplasticizer. Increased slump may not be achieved by exceeding the specified maximum water cement ratio. Maximum slump is 8 inches with use of water reducing admixture (ASTM C494). H. Calcium chloride shall not be permitted nor shall any admixture containing calcium chloride be permitted. 4. No electrical conduit shall be placed above the welded wire fabric reinforcing of slabs. or top 5. All aluminum in contact with concrete or dissimilar metals shall be coated with two coats coal tar epoxy, approved by the architect, unless otherwise noted. 6. Concrete shall be discharged at the site within 1 1/2 hours after water has been added to the cement and aggregates. Addition of water to the mix at the project site will not be permitted. All water must be added atthe batch plant. Slump may be adjusted only through the use of additional water reducing admixture or high range water reducing admixture. 7. All concrete shall be placed without horizontal construction joints, except where specifically noted. Horizontal reinforcement shall be continuous through vertical construction joints. 8. All exposed edges of concrete members shall be chamfered 3/4" unless shown otherwise on architectural drawings. 9. See architectural drawings for concrete finishes, masonry anchors, and for on miscellaneous embedded plates, bolts, anchors, angles, etc. 10. The placement of sleeves, outlet boxes, box -outs, anchors, etc., for the mechanical, electrical and plumbing trades is the responsibility of the trade involved; however, any box -outs not covered by typical details in the structural drawings shall be submitted for approval. 13. Reinforcing steel shop drawings shall indicate the sequence in which layers of crossing reinforcing should be placed in order to produce the correct outermost layers as indicated on the drawings. Reinforcing bars shall conform to ASTM A615, grade 60. No tack welding of reinforcing in the field will be permitted. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in flat sheets and installed on chairs. 14. Wire bar supports shall be furnished for all reinforcing within slabs, inclusive of wire welded fabric. bottom bars in slabs on grade may be supported by other suitable supports. Reinforcing shall be properly positioned prior to concrete placement and may not be re- positioned once concrete operations have begun. Wire bar and other types of supports shall be in accordance with the concrete reinforcing steel institute manual of standard practice. 15. Reinforcement shall be continuous through all construction joints unless otherwise noted on drawings. 16. All hooks shown on drawings shall be standard hooks unless otherwise noted. 17. Where continuous bars are called for, they shall run continuously around corners and be lapped at necessary splices, or hooked at discontinuous ends. Lap lengths shall be as given in the splice and development table. Lap beam top bars at mid -span and beam bottom bars at supports, unless otherwise noted. 19. Extend bars a minimum of 2'-O" beyond openings, hook where extension possible. Minimum Lap Splice and Anchorage Dimension Table 1. 2. 4000 psi normal weight concrete, Fy =grade 60, non - coated bars Top Bars Other Bars 3. When lapping two different size bars, use the lap dimension of the smaller bar or the anchorage dimension of the larger bar. Use whichever dimension is larger. Min 1. 2. Location Minimum Cover 3. Maximum deviation from the above requirements shall be ±4 inch for sections 10 inches thick or less; and fz inch for sections over 10 inches thick. See ACI 318 -95, section 7.7.1 for conditions not listed. Structural Steel 1. (2) - #5 top and bottom in slabs (2) - #5 each face in walls (2) - #5 x 4' -0" long diagonally each corner of opening 3000 psi normal weight concrete, Fy =grade 60,non- coated bars Top Bars Other Bars Bar size # # # Bar Size # # # Lap 28" 37" 47" Lap 24" 33" 41" Anchorage 22" 29" 36" Anchorage 19" 25" 31" imum Concrete Cover for Reinforcing Concrete reinforcing shall be placed per the tolerances of ACI 117 and ACI 318 regarding minimum cover. • Footings and grade beams cast against and permanately exposed to earth • Slabs on Bar Size # # # Bar Size # # # Lap 22" 29" 36" Lap 19 25" 31" 3 " grade 1/3 slab thickness from top of slab Detailing, fabrication, and erection shall conform to the latest AISC specifications. Structural Steel: (W shapes) ASTM A992 (Fy= 50ksi) (M, S, C shapes) ASTM A36 uno (Plate, Angles) ASTM A36 uno All anchor rods shall be ASTM A36 (UNO). All structural steel shall be primed white or light gray; asphaltic paints are not acceptable. 2. Connections shown on these drawings are generally schematic. They are intended to define the spatial relationship of the framed members and show a feasible method of making the connection. Any connection that is not shown or is not completely detailed on the structural drawings shall be designed by a registered professional engineer, retained by the fabricator. Details and connections may be designed to conform to AISC manuals second edition -LRFD or ninth edition -ASD. Completely detailed means the following information is shown on the shop detail drawings: A. All plate dimensions and grade. B. All weld sizes, lengths, pitches and returns. C. All hole sizes and spacings. D. Number and type of bolts: where bolts are shown but no number is given, the connection has not been completely detailed. E. Where partial information is given, it shall be the minimum requirement for connection. F. Method of design. 3. Details and connections completely detailed in the contract drawings may not be altered without written approval by the engineer. Where approved, altered connections shall be completely detailed by the fabricator's engineer clearly on the shop drawings. 4. Alterations of schematic connection details may impact architectural concept and shall not be made without prior written approval of the engineer. 5. Minimum connection plate thickness shall be 3/8 ", unless otherwise indicated in the contract drawings. 6. Unless otherwise noted, beam to beam connections and beam to column connections shall be double angle (t= 5/16 ") framed beam connections shop welded per Table III, AISC manual (ninth edition -ASD) for using weld A, and using 3/4" diameter ASTM 325 -n bolts in standard or horizontally slotted holes for the field connection. The minimum length of connection angles shall be equal to one -half the depth of the member to be supported. 7. All bolts shall be considered bearing bolts. Do not over tighten bearing bolts, especially for beams to support concrete slabs. Tighten bearing bolts to a snug condition only, per AISC specifications. 8. All welding shall be done using E -70xx electrodes in accordance with the latest AWS specifications. 9. Work these drawings with architectural drawings for nailer holes and architectural clearances. 10. General contractor shall verify all structural beam locations, mechanical unit weights and opening sizes and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased. 11. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of the structural engineer. 12. Cuts, holes, coping, etc. required for work of other trades shall be shown on the shop drawings and made in the shop. Cuts or burning of holes in structural steel members in the field will not be permitted, unless specifically approved in each case by the structural engineer. 13. All weld sizes not shown in details herein shall be the minimum required size based on thickness of thicker part as per AISC ninth edition, tables J2.3 & J2.4. exception: at member splices welds or bolts shall develop full strength of the member or components being connected. 14. All around welds indicated herein shall be discontinuous at the flange tips of open sections. 15. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely detailed connections shown on the contract drawings must be clearly identified by clouding or by direct note on the shop drawing by the detailer prior to submission to the engineer. 16. Any member sizes shown on the plans, and currently listed in the AISC, ASD, or LRFD manual of steel construction, latest edition, which are not currently available must be brought to the architect and structural engineers attention prior to award of steel contract. No claim for additional cost will be accepted after the award, for member /built up member substitutions for these sizes. Steel 1. Stairs All stair landings, stairs and stair supports to be designed by stair manufacturer. Supply design calculations and drawings stamped by an engineer registered in the state where the project is located to the structural engineer for review. Live load 100 psf. Stair manufacturer shall provide all posts, brackets, hangers, etc. to support stairs. Hangers and posts shall be located in partition walls. Posts or hangers shall load the structure concentrically. is not Anchorage 17" 22" 28" Anchorage 15" 19" 24" Special Inspection 1. Special inspection is to be provided in addition to the inspections conducted by the department of building safety and shall not be construed to relieve the owner or his authorized agent from requesting the periodic and called inspections required by the building code. Special inspection shall be paid by the owner. Required Special Inspections 1. In addition to the regular inspections, the following items will also require special inspection in accordance with the building code. A. Structural concrete over 2,500 psi B. Structural steel fabrication C. Field welding D. High strength bolts Special inspector shall meet the qualifications as stated in the building code and shall perform the duties and responsibilities as outlined in the building code. Special inspection shall meet the requirements of IBC section 1704. Special inspector(s) shall be hired by the owner to perform the required special inspections. the names of persons or firms who are to perform the special inspections shall be forwarded to the building official for approval. The special inspector(s) shall complete and submit all forms required by the building department having jurisdiction. The special inspector(s) shall: A. Observe the work assigned for conformance to the approved drawing and specifications. B. Furnish inspection reports to the engineer of record and building department. Discrepancies shall be brought to the immediate attention of the contractor for correction, then, if not corrected to the engineer and the building department. C. Submit to the engineer of record and the building department a signed final report stating that the work was in conformance with the approved drawings and specifications and the applicable workmanship provisions of the IBC. Special Inspection Notes: A. Continuous special inspection is always required during the performance of the work unless specifically noted below. B. Where fabrication of structural load- bearing members and assemblies is being performed on the premises of a fabricator's shop, continuous special inspection is required during the performance of the work except as allowed in IBC section 1704.2.2 and unless specifically noted below. C. It is the responsibility of the contractor to provide the special inspector(s) with advance notice, no less than one working day, of the initiation of any work required to have special inspections. All work performed without required special inspection will be subject to removal. ABBREVIATIONS A.B. ADD'L AFF ARCH. B.F. BLDG. BLK. BM. BOT. BRDG. BRG. BTJ CANT'L. C.I.P. C.J. CLR. CMU COL. CONC. CONSTR. CONT. C.Y. DET. DIAG. 0 or DIA. DJ DK. D.L. DWG. DWLS EA. E.F. E.J. EL. ELEV. E.S. Types of work requiring special inspection are: A. Structural steel elements of buildings and structures as required by IBC section 1704.3 and Table 1704.3, except as allowed in IBC section 1704.3: 6.1. Structural steel welding in compliance with AWS D1.1, IBC section 1704.3.1, and table 1704.3: 6.1.a. During welding of complete and partial penetration groove welds, multi -pass filet welds, and single pass filet welds greater than 5/16 ". 6.1.b. Periodic inspection of single pass filet welds less than or equal to 5/16" and floor and deck welds. 6.2. Structural steel frame in compliance with details indicated on approved construction documents including but not limited to bracing, stiffening, member locations, and proper application of joint details at each connection in compliance with IBC section 1704.3.2 and Table 1704.3. 6.3. Installation of high - strength bolting in compliance with AISC specifications, IBC section 1704.3.3, and Table 1704.3: 6.3.a. During installation of slip critical connections. 6.3.b. Periodic inspection of bearing type connections and material verification of high - strength bolts, nuts, and washers. B. Concrete construction as required by IBC section 1704.4 and Table 1704.4, except as allowed in IBC section 1704.4: 6.1. Periodic inspection of reinforcing steel material and placement during placement of concrete. 6.2. Periodic inspection for verification of proper use of required mix design, maintenance of specified curing temperature and techniques 6.3. During preparation of required strength test specimens and placement of concrete for proper application of techniques. C. Special inspection for existing soil conditions load- bearing requirements in compliance with IBC section 1704.7 except as allowed in IBC section 1704.7. D. Special cases as deemed necessary by the building official in compliance with IBC section 1704.13. ANCHOR BOLTS ADDITIONAL ABOVE FINISH FLOOR ARCHITECTURAL BASE PLATE BUILDING BLOCK BEAM BOTTOM BRIDGING BEARING BOLTED TIE JOIST CANTILEVER CAST -IN -PLACE CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CUBIC YARD DETAIL DIAGONAL DIAMETER DOUBLE JOIST DECK DEAD LOAD DRAWING DOWELS EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EACH SIDE EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EXP. EXPANSION (E) or EXIST. EXISTING EXT. F /BLDG. F /CONC. F.D. FIN. FLG. FLR. F.S. FT. FTG. GA. G.B. G.C. GALV. HD'D. HORIZ. I.F. I NT. J/B JST. JT. k L.L. (LLH) ((LLV LW MAS. MC MECH. MFR. MTL EXTERIOR FACE OF BUILDING FACE OF CONCRETE FLOOR DRAIN FINISH FLANGE FLOOR FAR SIDE OR FOOTING STEP FEET FOOTING GAUGE GRADE BEAM GENERAL CONTRACTOR GALVANIZED HEADED HORIZONTAL INSIDE FACE INTERIOR JOIST BEARING JOIST JOINT KIP LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONG WAY MASONRY MOMENT CONNECTION MECHANICAL MANUFACTURER METAL (N) NEW NEC) NOT IN CONTRACT N.S. NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER O.F. OUTSIDE FACE 0/0 OUT TO OUT OPP. OPPOSITE PC PRECAST CONCRETE R PLATE PLCS. PLACES P.S.F. POUNDS /SQUARE FOOT P.S.I. POUNDS /SQUARE INCH RAD. RADIUS R.D. ROOF DRAIN REINF. REINFORCING REQ'D. REQUIRED RET. RETAINING SECT. SECTION SIM. SIMILAR TO S.O.G. SLAB ON GRADE SPA. SPACES SQ. SQUARE STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SW SHORT WAY T/ T SYMMETRICAL TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL W.P. WORK POINT W.W.F. WELDED WIRE FABRIC W/ WITH TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION RECEIVED CITY OF TLIKAI FEB 0 7 2008 PLHiVIT CENT FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX] [ F O R E V E R SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: ,.: RUSSELL �4 Wnsh, 9- .9, C7 , c o c ' ¢ �- i n 232 -01 4t. +�l M� l S i NAL. imams /2/2 1 Consultants THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL SUBMITTAL AND I I/08/01 ISSUED FOR PLAN CHECK Q 12/21/07 PLAN CHECK RESPONSE P' =CEVED q CITY :h. T U 'ILA L`, .. d 1 i .. Pthiviil t VtN i tR Sheet Title FOUNDATION PLAN Job No. 2K -617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB I Sheet No. S2.O.O ( C B ( D L, <19) C 20 > r 4 EL I I L E2 — 1 1— — — —1 I- -I- L - I T I I - 1 - 1 fi L— I- - - - IC 0 ` I- --_ a- -a- I I 1 r - I t nI .__, JJ 25'-9"± (E) GB (E) GB -1 NOTES: r (E) GB- 1 — = — 1`JIH f1 =H=1= =1 I `J I C,1 , JI - H�— 30' —O "± EXISTING FOUNDATION PLAN DENOTES NEW SLAB ON GRADE H I - COM - ROL JOINT 44 4 4 4 4 4 4 4 I m I L F= =__ I`�IHI`�I =HH =� =H� =_ 1,5-1 - F3.0 DENOTES 3'- 0 "x3'- 0 "x1' -0" W/(4) - #4 E.W. BOT. T/F = (— O' -8 ") HATCH DENOTES EXTENT OF NEW SLAB ON GRADE — NEW FLOOR CONSTRUCTION: 5 CONCRETE SLAB ON GRADE W / #4c 18" O.C. r, MID — HIEGHT EA. WAY 33'-10"± (E) GB -1 (E) GB -1 OVER 10 MIL VAPOR BARRIER AND 4" LAYER OF GRANULAR FILL BELOW SLAB (UNO). — TOP OF SLAB ELEVATION = 0' -0 ", PROJECT DATUM ELEVATION = XXX'XX" USGS. - ELEVATIONS NOTED THUS ( +X' —X ") ARE TO TOP OF FOOTING REFERENCED FROM SLAB ON GRADE ELEVATION (UNO). - TOP OF INTERIOR FOOTING ELEVATION = (- 0' -8 ") (UNO). — PROVIDE (2) #4x3' -0" LONG AT ALL REENTRANT CORNERS. - COORDINATE ELEVATOR PIT DIMENSIONS WITH MANUFACTURER'S REQUIREMENTS. - SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND ANY FLOOR DEPRESSIONS, UNDERFLOOR CONDUITS, DRAINS, ETC. - SEE SHEET S1.0.0 FOR GENERAL NOTES. -- SEE THIS SHEET FOR TYPICAL DETAILS. - (E) DENOTES EXISTING CONSTRUCTION. — (E) GB -1 DENOTES 14 "x14" GRADE BEAM. TOP OF GRADE BEAM (- 1' --6 ") — (E) GB -5 DENOTES 48 "x48" GRADE BEAM. TOP OF GRADE BEAM (- 1' ---6 ") — — I�,L = ] ` �I I I I I I I I I I I I I I I I I I I I I I I I I I I 26' -2 "± (E) GB -1 1 1 — — U I C I — t' 4 I w w U, W w V) z I— -� � � ,�.'. � }i�'� }mow -- �t�Z� - IA. f � R } a re - �]��� l�'•�L�� ��1��,"- ��iS�r� ���F ! �T�js (i } 4 *i 4 4 CONTROL JOINT (SEE PLAN FOR LOCATIONS) x NEW SLAB • INFILL BONDING AGENT VAPOR BARRIER #4x18" © 24" O.C. DRILL INTO EXIST. SLAB AND GROUT SOLID USING HILTI HIT HY150 ANCHORAGE SYSTEM (OR EQUAL) TYPICAL SLAB INFILL DETAIL ( -1 0 HOLES FOR 4" o ANCHOR RODS TYPICAL BASE PLATE DETAIL BOND BREAKER REINFORCING SEE SCHEDULE c o \ \ U TUBE COLUMN FLUSH BASE R DIAMOND OR ROUND INFILL SEE SCHEDULE 0 SECTION " =1 —0 DETAIL 2 4 4 xT /10 OR i MIN. DEEP SAWCUT SAW WITHIN 2 HRS.) VAPOR BARRIER GRANULAR FILL (SEE PLAN NOTES) TYP SUMP PIT COORD. SIZE AND LOCATION WITH ARCH. ' -0" TYP. i 3 SIDES SUMP PIT DETAIL 8 " EMBED. EXISTING SLAB EXISTING VAPOR BARRIER LAP VAPOR BARRIER Ri "x6 "x14" a 1 , p ' ', . 1I. 4 — SEE TABLE GENERAL NOTES POST BY STAIR MANUFACTURER BASE PLATE & A.B. BY STATE MANUFACTURER TOP OF SLAB SEE PLAN FOR ELEV. SAETAWIritM- 0 #5 ® 12" TYP. x w HEAVY HEX NUT WITH OVERSIZED WASHER. TACK WELD TO ROD. . "o EXP. BOLT STEEL STAIR W/ 3 MIN. EMBED. / STRINGER NEW SLAB INFILL z cn BASER z #4x18" © 24" O.C. DRILL INTO E 1ST. SLAB AND GROUT SOLID USING HILTI HIT HY150 ANCHORAGE SYSTEM (OR EQUAL) BONDING AGENT < 2 " -1' -O" 4 PROVIDE DETAIL WATERSTOP PER ELEV. MFR (WATERSTOP RX AS MFR BY GREENSTREAK) w z w rn en a (2) — #5 TOP 4 SIDES OF OPENING #4x2' -0 "LG DOWELS © 2' —O" O.C. POSITION AT MID —DEPTH DRILL & ANCHOR INTO EXIST. GRADE BEAM WITH HILTI HIT HY150 ADHESIVE (6 EMBED) NOTES: -- COORDINATE ALL DIMENSIONS AND DETAILS WITH ELEVATOR MANUFACTURER — FOR SUMP PIT SEE DETAIL 'A' THIS SHEET * TYPICAL PIT DEPTH. COORDINATE ACTUAL PIT DEPTH WITH MANUFACTURER AND ARCH. re O SECTION 8 " =1' -0 FOUNDATION, PIER, PILE CAP, ETC. TYPICAL ANCHOR ROD DETAIL (A36 ANCHOR RODS) • CONTRACTOR MAY USE LEVELING NUTS OR LEVELING PLATES AT CONTRACTORS OPTION. STAIR STRINGER SUPPORT SECTION OPENING FOR ,/— HYDRAULIC SHAFT • AN INCREASE IN GROUT THICKNESS FOR LARGE BASE PLATES IS PERMISSABLE IF APPROVED BY THE ENGINEER. COORDINATION DUE TO INCREASE IN GROUT THICKNESS FOR OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 8" 4 a n IA o A I YP. 2 SIDES #5 ® 12" E.W. TOP BOND BREAKER WATERPROOFING SEE ARCH. FOR EXTENTS # @ 12" E.W. TYP. 4 SIDES FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT O@ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ F✓o SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 - 2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1 611 Approvals: tuSsEL wns 6 4 � . A ..: „3 � 232-014 4 - . � , O AG EXPIRES J 2. /z 3 /o8 Consultants THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL SUBMITTAL AND II/OS/01 ISSUED FOR PLAN CHECK 1 12/27/01 PLAN CHECK RESPONSE F &Milt 1 L; i\; i , Sheet Title SECOND FLOOR FRAMING PLAN Job NO. 2K -617 DATE: NOV. 13, 2007 SCALE: DRAWN BY: TBA CHECKED BY: GRB Sheet No. S3.O.O C A <B > ( C (D) (E > N N -H 0 I 0 M -H I O M x_ w C NOTES: I H I I (E) W12X14 o) N N (E) W12X14 25' - 9 "± (E) W18x40 OPENING FRAME BY LANDLORD (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W21 x57 K17) (E) W16x36 N N I I SECOND FLOOR FRAMING PLAN i ' " = 1 ' - 0 ” ro N N w 30' -0 "± x (E) W16x26 (251 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (E) W16x31 (E) W12x14 (E) W24x68 - EXISTING FLOOR CONSTRUCTION 3" CONCRETE SLAB ON TOP OF 1 "x26GA METAL CENTERING (4" TOTAL THICKNESS) - TOP OF CONCRETE ELEVATION = 17' -6" AND JOIST BEARING ELEVATION= 16'-111" (UNO). ELEVATIONS ARE REFERENCED TO SLAB ON GRADE ELEVATION OF 0 -0 ". - SEE SHEET S1.0.0 FOR GENERAL NOTES. - SEE THIS SHEET FOR TYPICAL DETAILS. - COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS AND EDGE OF SLAB LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. — (E) DENOTES EXISTING CONSTRUCTION. ( 18 C x N w X _ N H I I 33' -10 "± (E) W18x35 (E) W18X35 (E) W18X35 (E) W18X35 (E) W18X35 (E) W18X35 (E) W21 X44 (E) W18X40 (E) W18X40 (E) W18X40 (E) W18X40 (E) W18X40 (E) W21 X50 w I I N N i I (E) FLOOR TO BE REMOVED 26' - 2 "± (E) W14x22 (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W14X22 (E) W14X22 (E) W14X22 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 WALL BEYOND 3012 ANGLE FOR ELEVATOR DOOR BY G.C. COORDINATE LOCATION WITH ELEV. SHOP DWGS. TYPICAL SLAB EDGE AT ELEVATOR DOOR SECTION 4 = SAWCUT SECTION 3 "- -1' -0" 4 C 20 > C x N w I 2' -0 "± (E) W12X14 (E) W12X14 (E) W12X14 3f N (E) W12X14 (E) W12X14 30' - 0 "± (E) W16x26 (E) W16x26 (E) W16x31 (E) W16x31 (E) W16x26 (E) W16x26 (E) W16x26 (E) W24x55 (E) FLOOR FRAMING VARIES SEE ARCH. STRINGER BY MANUFACTURER CONNECTION TO STAIR BY MANUFACTURER 4 = 10 u� X d N w N N X d w (E) W14X22 (E) W12x19 (E) W21x44 (E) W16x26 STAIR FRAMING BY OTHERS REFERENCE GENERAL NOTES (E) W18X35 (E) W14X22 (E) W16x26 (E) W12X14 (E) W14X22 (E) W21X55 (E) W16x26 (E) W16x26 10 0 x N w H CT—STUDS CAVITY SHAFTWALL SYSTEM J TRACK SECTION SECTION 2 "=1'-0" 4 POUR CONCRETE AFTER STAIR IS INSTALLED CUT CONCRETE AT BEAM CENTERLINE W21x44 EXISTING 28' -9 "± (E) W16x26 (19 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 10 (E) W14X22 d- (E) W14X22 BEAM (E) W12X19 (E) W12X14 (E) W12x19 <E1 (E) FLOOR FRAMING 2' -6 "± u7 x w H I I C x CO w I I x N N w (E) W12x22 (E) W16x36 CT —STUDS CAVITY SHAFTWALL SYSTEM J TRACK 28' -9 "± (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W16x26 (E) W14X22 (E) W16x26 (E) W21x44 SECTION A " =1' -0" 4 (24 IC) In x N w 0 X W I (E) FLOOR FRAMING 1 30' --O "± (E) W16x26 (55 6x26 6x26 6x26 6x26 6x26 6x26 6x26 6x26 Ax26 (E) W16);26 (E) W16x26 i0j SECTION 1 " =1' —o C 25> N w I IC) N w 7 x N w I HSS6x6x$ NOTES: 8' -10" COORD. ELEVATOR FRAMING 1 " =1 ' -O" 4 — PROVIDE W8X18 HOIST BEAM AT TOP OF ELEVATOR SHAFT. COORDINATE PLAN LOCATION AND VERTICAL ELEVATION WITH ELEVATOR SUPPLIER. L2x2x4, TYP. T /(E) STEEL J L6x4xa (LLV) EACH SIDE OF COLUMN (2)-1-"O THRU BOLTS IN LONG VERT. SLOTS. HAND TIGHTEN, BURR THREADS COLUMN, SEE PLAN SECTION METAL FLOOR DECK HOIST BEAM NOTCH BENT PLATE AND SLAB TO ALLOW FOR COLUMN ELEVATOR RAIL /HOIST BEAM SUPPORT COLUMN L6x4x x 6" LG. N.S. & F.S. OF COLUMN WITH (2) -2 "0 THRU BOLTS IN VERT. SLOTS, HAND TIGFjTEN, BURR THREADS AND (2) era HILTI KWIK BOLT 3 TO SLAB TYP. (E) STORAGE RM (MALL) INA• ■ I • ■. I B AM O 0 II) LB -35 LB -33 - 7 r 00 C)0 (E) STAIRWELL (MALL) (E) RESTROOM (MALL) 00 00 24 Q • n n FPVAV -3 16 LJ' HA- 31,33,35 LB -33 17 F.7 LB n� © LB-35 1 • • LB-4-33 -21 24" C)0 LA -1 24 Q FPVAV-1 16 HA- 25,27,29 1125 IN ♦B•••••• • H 0 2 4 8 --�-- e -- 00 •••••••• =PVAV -2 16 uu HA- 28,30 r• .• LB 2 •••0•••11• ■ � r • i - LA 0 01011000•r•••- r FPVAV -4 16 FOR SENSORMAI1C OR FLOOR MAX. SEE ARCH. SHEET I1OR MORE INFORMATION. 16 FEET HA- 32,34,36 FIRST FLOOR POWER PLAN 00 L I 3/16" = 1'--0" I- LB -27 C)0 00 J_ i J LB -31 & NOTE: REFER TO SHEET E1.2.0 FOR POWER PLAN KEY NOTES. 19 FPVA/ - 3840,4 HA-S77 39,41, 00 00 7 / / ■ ■ LB -31 d ■ • ►0 F LB -33& • 24 -19 924" LA -19 LA -1 LA-1 !A 1 go LA -1 LA -19 ■ FOR SENSORMAIIC OR FLOOR MAX. SFF ARCH- SHEETJFOR— MORE INFORMATION. EQUIPMENT SCHEDULE NO. FPVAV- 1 FPVAV -2 FPVAV -3 FPVAV -4 FPVAV -5 FPVAV -6 FPVAV -7 FPVAV -8 FPVAV -9 FPVAV- 10 FPVAV- 11 FPVAV -12 FPVAV -13 FPVAV -14 FPVAV -15 IWH NAME FPVAV BOX UNIT #1 FPVAV BOX UNIT #2 FPVAV BOX UNIT #3 FPVAV BOX UNIT #4 FPVAV BOX UNIT #5 FPVAV BOX UNIT #6 FPVAV BOX UNIT #7 FPVAV BOX UNIT #8 FPVAV BOX UNIT #9 FPVAV BOX UN #10 FPVAV BOX UNIT #11 FPVAV BOX UNIT #12 FPVAV BOX UN #13 FPVAV BOX UNIT #14 FPVAV BOX UNIT #15 WATER HEATER #1 & 2 VOLT/ PHASE 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 208/1 LOAD HP 1 /2 1/2 1/2 1/2 1/2 1 /2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 KW 4.2 CONDUIT - WIRE 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -412 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2 "C -2 #12 + 1 #12 CU. 1/2"C-2#12 + 1#12 CU. 3/4 "C -2 #10 CONTROL DIVISION 15 DMSION 15 DIVISION 15 DIVISION 15 DMSION 15 DMSION 15 DMSION 15 DIVISION 15 DIVISION 15 DMSION 15 DIVISION 15 DIVISION 15 DMSION 15 DIVISION 15 DMSION 15 DIVISION 15 STARTER DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DIVISION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 DMSION 15 PNL. HA HA HA HA HA HA HA HA HA HA HA HA HA LB CCT. NO. 25,27,29 26,28,30 31,33,35 32,34,36 37,39,41 38,40,42 43,45,47 44,46,48 49,51,53 50,52,54 55,57,59 56,58,60 61,63,65 62,64,66 67,69,71 18,20 22,24 DISC. SWITCH FUSE SIZE NOTES vom RECEIVED CITY OF T; fa,1r` °LA FEB 07 2008 PEHMIT CENTER NO. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 FINAL LL SUUMITTAL AND II /O8 /O7 ISSUED FOR FLAN CHECK I2/21/O7 PI-AN CHECK RESPONSE A 02/01 /08 PLAN CHECK RESPONSE (2) Sheet Title SCALE: DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 XXI F = ® REVI F2 SOUTH CENTER CHECKED BY: TBA EX IDES Job No. 2K -617 FXPIRFS SEP 0 3 2009 DATE REVISION POWER PLAN DATE: SEPT., 2007 TBA E1.O.O A - -, 1 - -a 1 1 1 1 - -I - - 1 n FPVAV -14 L I I I L--- J_ - - -J_ 1 - -- 1 1 1 1 1 1 1 1 - 1 1 1 1 J -J - 19 1 1 - 1 1 1 - -1 1 1 I 1 1 1 _ LB-40 HA- 62,64,66 - I I F- I 18 z LB 40 PV AV-8 16 LJ' 44,46,48 ® I 1 IG 9 1�, 1 f--L- z4 Q C 16 FPVAV -9 LJ' HA- 49,51,53 2405 2405 - ��Z - - - :z .a• IG IG LC -1` LC -9 IU LC -3 ® J 00 2405 2405 LA -29 FOR SENSORMAIIC OR FLOOR MAX. SEE ARCH. SHEET FOR MORE INFORMATION. 1 - - - 1 _ _ _ L LB -32 FPVAV-10 16 (DO 00 00 L--- 1--- J_ - - -J HA- 50,52,54 NOTE REFER TO SHEET E1.1.0 FOR EQUIPMENT SCHEDULE. NOTE: REFER TO SHEET E1.2.0 FOR POWER PLAN KEY NOTES. SECOND FLOOR POWER PLAN I—f I I I 3/16" = 1. -0" 0 2 4 8 18 FEET I I I I LB-28 12 L LA -31 HA- 55,57,59 24 -27 24 12 LA-310 LB -27 24'() LB -27 00 ®0 24 Q LA -31 24' LA -31 LB -32 - 1 J - J LB -32 i _ J 2405 00 00 r - - - T - - - T - - - l r - - - T - - - T - - - , I I I I I I I I HA- 61,63, 1 1 1 1 5 r RECEIVED CITY OF TI FEB 0 7 2008 PEh i CENTER FPVAV-13 16 FOREVER 21, INC. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants SEP 0 3 2009 THORSON BAKER & Associates, Inc. NO. DATE REVISION 0 12/27/07 PLAN GHEGK RESPONSE © 02/01 /05 PLAN CHECK RESPONSE (2) Sheet Title Job No. 2K -617 DATE: SEPT., 2007 SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 F= O FZ E V E IR. SOUTH CENTER I EXPIRES 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 FINAL 1.1 5L8MITTAL AND II 1O8 /O9 ISSUED POR PLAN GHECK POWER PLAN TBA CHECKED BY: TBA E1.1.0 V--11 1 HA- 55,57,59 24 12 LA -31 LB -27 24'9 J LB -27 cr J -a LT I 1 I 1 1 0.0 00 00 LA -31 -32 I I I i 1 21 LB -32 LB -271 LA -31 - i - J FV 1 LB -32 1 00 24 Q 240 r_ 22 N 1 1 1 1 1 ! ! 1 I I 23 00 EC. SHALL FURNISH AND INSTALL A - CALL -FOR -AID SWITCH LOCATED IN I r THE TOILET ROOMS. EC. SHALL ELATED REQUIREMENTS I WITH LANDLORD PRIOR TO BID AND WORK COMMENCEMENT. F- 1 I I I I I 1 1 1 r 1 0 2 4 8 16 FEET NOTE: REFER TO SHEET E1.1.0 FOR EQUIPMENT SCHEDULE. 14 13 24 Q SECOND FLOOR POWER PLAN 84' 3/16 - LC -9 Lc-sec _11 GENERAL REQUIREMENTS: ELEVATOR ELECTRICAL REQUIREMENTS THE EC. SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED FOR A COMPLETE INSTALLATION OF THE ELEVATOR(S) ELECTRICAL EQUIPMENT PER NEC ARTICLE 620, ASME A17.1 ELEVATOR CODE, NFPA 72, & ALL APPUCABLE FEDERAL, STATE, & LOCAL CODES. ELECTRICAL DEVICE & EQUIPMENT LOCATIONS & REQUIREMENTS SHALL BE VERIFIED WITH THE ELEVATOR EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN OR PLACING FINAL PURCHASE ORDERS FOR ANY ELECTRICAL DEVICES, EQUIPMENT, ETC. 1. PROVIDE A SEPARATE BRANCH CIRCUIT FOR CAR LIGHTS, RECEPTACLE(S), AUXILIARY LIGHTING POWER SOURCE, & VENTILATION FOR EACH ELEVATOR CAR, VIA A 30A -2P LOCKABLE DISCONNECT SWITCH WITH (1) 15A FUSE. MOUNT THE DISCONNECT SWITCH(ES) IN THE ELEVATOR MACHINE ROOM /MACHINERY SPACE PER NEC & MANUFACTURER'S REQUIREMENTS. 2. PROVIDE A SEPARATE :'i1` CIRCUIT FOR THE AIR CONDITIONING & HEAT 0 AS APPLICABLE VERIFY THE DISCONNECT & FUSE SIZES PER THE TO SHOP DRAWINGS & MOUNT THE DISCONNECT SWITCH(ES) • E ELEVATOR MACHINE ROOM /MACHINERY SPACE PER NEC & MANUFACTURER'S REQUIREMENTS. 3. PROVIDE A SEPARATE BRANCH CIRCUIT FOR THE CONTROL ROOM /MACHINERY SPACE LIGHTING & RECEPTACLES. PROVIDE A WALL MOUNTED TOGGLE STYLE 120VAC, 20A WALL SWITCH TO CONTROL THE LIGHTING AT THE POINT OF ENTRY TO THE CONTROL ROOM /MACHINERY SPACE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE IN EACH CONTROL ROOM /MACHINERY SPACE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE FOR THE TOP OF EACH ELEVATOR CAR, UNLESS PROVIDED WITH THE ELEVATOR. 4. PROVIDE A SEPARATE BRANCH CIRCUIT TO SUPPLY THE HOISTWAY PIT LIGHTING & RECEPTACLE. PROVIDE A MINIMUM OF ONE (1) 120VAC, 20A, 10 GFCI TYPE DUPLEX RECEPTACLE IN THE HOISTWAY PIT. PROVIDE A WALL MOUNTED 120VAC, 20A WALL SWITCH LOCATED SO AS TO BE READILY ACCESSIBLE FROM THE PIT ACCESS DOOR FOR HOISTWAY PIT LIGHTING. PROVIDE TWO WALL MOUNTED, 2 -LAMP FLUORESCENT WET USTED 1'X4' FIXTURES WITH INSTANT START ELECTRONIC BALLAST BY UTHONLA (1PV232MVOLTGEB101SPCEP) OR EQUAL REQUIRED LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GROUND FAULT CIRCUIT INTERRUPTER. 5. PROVIDE A LOCKABLE MEANS OF DISCONNECT IN THE CONTROL ROOM FOR THE MAIN POWER SUPPLY TO THE ELEVATOR CONTROLLER. THE MEANS OF DISCONNECT SHALL BE SIZED PER THE ELEVATOR MANUFACTURER'S REQUIREMENTS, & SHALL BE LOCATED WHERE IT IS READILY ACCESSIBLE TO QUALIFIED PERSONS, NEAR THE JAMB SIDE OF THE MACHINE ROOM /MACHINERY SPACE DOOR. 7. PROVIDE A DOUBLE -GANG DEEP JUNCTION BOX WITH SINGLE GANG PLASTER RING MOUNTED AT 48' AFF WITH A 3/4'C. CONDUIT WITH CAT5 TELEPHONE CABLE STUBBED INTO THE NEAREST ACCESSIBLE CEILING SPACE TO THE TELEPHONE BOARD, CONNECTION BY EC.. FIELD LOCATE THE EXACT ROUGH -IN LOCATION WITHIN THE MACHINE ROOM /MACHINERY SPACE & COORDINATE WITH OTHER EQUIPMENT LOCATIONS. 8. PROVIDE FIRE ALARM SYSTEM SMOKE DETECTORS DEDICATED FOR ELEVATOR RECALL PER NFPA 72 PART 3 -8.14, PROPERLY LOCATED IN THE FOLLOWING AREAS: A. ELEVATOR LOBBY (EACH FLOOR) B. ELEVATOR CONTROL ROOM /MACHINERY SPACE EACH SMOKE DETECTOR DEDICATED FOR ELEVATOR RECALL SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM OR DEDICATED SUPERVISORY ALARM SYSTEM CONTROL PANEL SPRINKLERED HOISTWAY /CONTROL ROOM /MACHINERY SPACE REQUIREMENTS: IN ADDFITON TO THE GENERAL REQUIREMENTS LISTED ABOVE, THE E.C. SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED AS OUTLINED BELOW FOR HOISTWAY /CONTROL ROOM /MACHINERY SPACE(S) THAT ARE SPRINKLERED PER NEC ARTICLE 620, ASME A17.1 ELEVATOR CODE, NFPA 72, & ALL APPLICABLE FEDERAL STATE, & LOCAL CODES. ELECTRICAL DEVICE & EQUIPMENT LOCATIONS & REQUIREMENTS SHALL BE VERIFIED WITH THE ELEVATOR EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN OR PLACING FINAL PURCHASE ORDERS FOR ANY ELECTRICAL DEVICES, EQUIPMENT, ETC. A FIRE ALARM SYSTEM SMOKE DETECTOR & A FIRE ALARM SYSTEM HEAT DETECTOR SHALL BE LOCATED WITHIN 2 FEET OF THE SPRINKLER HEAD. THE SMOKE DETECTOR SHALL BE OF SUFFICIENT SENSITMIY FOR ELEVATOR RECALL AS DEFINED IN NFPA. THE HEAT DETECTOR SHALL BE RATED TO OPERATE AT A TEMPERATURE LOWER THAN THE SPRINKLER HEAD, ALLOWING THE ELEVATOR MAIN POWER SUPPLY TO SHUTDOWN PRIOR TO THE DISCHARGE OF WATER FROM THE SPRINKLER HEAD. 1. PROVIDE A FIRE ALARM SYSTEM SMOKE DETECTOR DEDICATED FOR ELEVATOR RECALL ADJACENT TO THE HOISTWAY SPRINKLER HEAD AT THE TOP OF THE HOISTWAY PER NFPA 72 PART 3 -8.14. 2. PROVIDE A FIRE ALARM SYSTEM HEAT DETECTOR DEDICATED FOR ELEVATOR MAIN POWER SUPPLY SHUTDOWN PER NFPA 72 PART 3 -8.15, PROPERLY LOCATED IN THE FOLLOWING AREAS: A. TOP OF HOISTWAY SPRINKLER HEAD B. HOISTWAY PIT SPRINKLER HEAD C. ELEVATOR CONTROL ROOM /MACHINERY SPACE 3. PROVIDE A MEANS OF AUTOMATICALLY DISCONNECTING THE ELEVATOR MAIN POWER SUPPLY VIA THE BUILDING FIRE ALARM SYSTEM OR SUPERVISORY ALARM SYSTEM CONTROL PANEL UPON ACTIVATION OF A HOISTWAY /MACHINE ROOM /MACHINERY SPACE HEAT DETECTOR PER THE "ELEVATOR MAIN POWER SUPPLY SHUTDOWN BLOCK DIAGRAM" BELOW. NO PROVISIONS FOR AUTOMATICALLY RESTORING POWER TO THE ELEVATOR MAIN POWER SUPPLY SHALL BE MADE. POWER SHALL BE MANUALLY RESET AFTER SHUTDOWN. POWER PLAN KEY NOTES O 1. APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT. SEE SPECIFICATIONS, PANELBOARD SCHEDULES AND RISER DIAGRAM. 2. PROVIDE SERVICE DOOR BUZZER SYSTEM: EDWARDS 1340- 4G5 -24VAC BUZZER, LOCATED ABOVE THE CEILING WHERE SHOWN, 852 WEATHERPROOF PUSHBUTTON AND 592 TRANSFORMER. BUZZER SYSTEM WIRE NEED NOT BE INSTALLED IN CONDUIT UNLESS REQUIRED BY LANDLORD OR LOCAL AUTHORITY. 3. PROVIDE PLYWOOD BACKBOARD SECURED TO WALL FOR TELEPHONE EQUIPMENT, SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 4. PROVIDE TELEPHONE OUTLET, 1' CONDUIT AND PULL STRING TO TELEPHONE BACKBOARD. SIZE AS REQUIRED BY TELEPHONE EQUIPMENT SUPPLIER. 5. PROVIDE DATA OUTLET, 1" CONDUIT AND PULL STRING TO TELEPHONE BACKBOARD. SIZE AS REQUIRED BY DATA EQUIPMENT SUPPLIER. 6. PROVIDE (3) 1" CONDUITS, ONE FOR ISOLATED GROUND CIRCUITS, ONE FOR NORMAL POWER AND ONE FOR DATA CABLES. ROUTE CONDUITS IN COMMON TRENCH. VERIFY EXACT STUB -UP LOCATION WITH TENANT. 7. ROUTE ALL CONDUIT AND WIRING WITHIN CASE WORK. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 9. PROVIDE J -BOX AND MOUNT IN CASEWORK AND MAKE FINAL CONNECTION TO CASHWRAP LIGHTING. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 10. FURNISH AND INSTALL FLUSH, CEILING MOUNTED DUPLEX RECEPTACLE FOR CONNECTION TO CAMERA. RECEPTACLE AND COVERPLATE COLOR TO MATCH ADJACENT COLOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION. 11. PROVIDE FOUR -PLEX RECEPTACLE ABOVE CEILING FOR SECURITY SYSTEM. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH TENANT PRIOR TO INSTALLATION. 12. FURNISH AND INSTALL FLUSH, CEILING MOUNTED DUPLEX RECEPTACLE AT STOREFRONT. RECEPTACLE AND COVERPLATE COLOR TO MATCH ADJACENT COLOR. 13. PROVIDE J -BOX FOR TERMINATION OF SPEAKER WIRES. MOUNT VERTICALLY ON WALL AT HEIGHT INDICATED. REFER TO SPEAKER DETAIL ALL SPEAKERS WILL BE PROVIDED BY TENANT. COORDINATE WITH TENANT PRIOR TO INSTALLATION. MAKE FINAL CONNECTIONS. 14. PROVIDE J -BOX MOUNTED VERTICALLY AT HEIGHT INDICATED. TERMINATE CAMERA WIRE AT J -BOX FOR EXTENSION TO CAMERA SYSTEM BY TENANT. REFER TO CAMERA DETAIL 15. PROVIDE J -BOX WITH DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE FRONT SIGN. ADDITIONAL J-- BOXES, CONDUIT, WIRING MAY BE REQUIRED FOR A COMPLETE INSTALLATION OF SIGN. VERIFY EXACT QUANTITY AND LOCATIONS OF CONNECTIONS WITH TENANT. MAKE FINAL CONNECTION TO NEON SIGN(S). COORDINATE TRANSFORMERS AND DEVICE LOCATIONS, SUCH THAT THEY ARE AT LEAST 8' -0' AWAY FROM SECURITY EQUIPMENT. 16. MECHANICAL EQUIPMENT BY MECHANICAL CONTRACTOR. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. MAKE FINAL CONNECTIONS. 17. PROVIDE QUAD RECEPTACLE, PORCELAIN LOCKET Will I SOW Al 0 LAMP AND TOCCLE 18. PROVIDE TELEPHONE OUTLET AND 1" CONDUIT WITH PULL STRING TO TELEPHONE BACKBOARD AND FOUR -PLEX IG RECEPTACLE FOR ADP TIMECLOCK. COORDINATE EXACT LOCATION WITH TENANT. 19. 22. PROVIDE ARE ALARM DEVICE AS INDICATED AND TIE INTO LANDLORD'S CENTRAL FIRE ALARM SYSTEM. MATCH LANDLORD'S EQUIPMENT. COORDINATE WITH LANDLORD'S FIRE ALARM CONTRACTOR PRIOR TO INSTALLATION. SEE SPECIFICATION FOR ADDTITONAL INFORMATION. 8. ISOLATED GROUND CIRCUITS SHALL BE INSTALLED IN SEPARATE CONDUIT FROM NORMAL POWER CIRCUITS. EACH IG CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND INSULATED 1 GROUND WIRE. THE GROUND WIRE SHALL BE CONTINUOUS BACK TO THE PANEL AND CONNECTED TO THE GROUND BUS WITHIN THE PANEL IG RECEPTACLES SHALL BE HUBBELL NO. IG -5362, OR APPROVED EQUAL 20. FURNISH DUCT TYPE SMOKE DETECTOR WM I REMOTE TEST SWITCH, MAKE FINAL 21. RECESSED FLOOR BOXES: STEEL CRY 1664 SERIES OR APPROVED EQUAL INSTALL BENEATH CASEWORK OR EQUIPMENT WITH BRASS COVERPLATE AND BRASS CARPET/TILE FLANGE. PROVIDE 1 "C -2 #12, 1/12 GND AND TRENCH FLOOR AS INDICATED. PATCH AND REPAIR FLOOR TO MATCH ADJACENT FLOOR. COORDINATE WITH GENERAL CONTRACTOR. 23. PROVIDE 1 "C -3112, 1112 GND TO PANEL FROM FLOOR RECEPTACLE AND TRENCH FLOOR AS INDICATED. PATCH AND REPAIR FLOOR TO MATCH ADJACENT FLOOR. COORDINATE WITH GENERAL CONTRACTOR. • 24. STANDARD ADDRESSABLE CEILING SMOKE DETECTOR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. 25. FULLY ADDRESSABLE FIRE ALARM CONTROL PANEL EACH FLOOR SHALL BE ZONED SEPERATE AND SHALL ACTUATE INDEPENDENTLY. ALL ZONES SHALL BE LABELED CLEARLY ON THE ARE ALARM CONTROL PANEL LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTION TO LANDLORD'S CENTRAL ARE ALARM SYSTEM AT TENANT'S ELECTRICAL CONTRACTOR'S SOLE COST. ZONE OR ADDRESSABLE DEVICE INPUT(S) NORMALLY OPEN RELAY OUTPUT(S) od GA RECEPTACLE FOR SUMP PUMP 120VAC, 10 FIRST FLOOR ELEVATOR POWER PLAN CONTROL HOISTWAY TOP OF ROOM PIT HOISTWAY 43 E @E @E SHUNT TRIP OR CONTACTOR COIL FOR ELEVATOR ELEVATOR POWER BUILDING FIRE ALARM SYSTEM OR SUPERVISORY FIRE ALARM SYSTEM CONTROL PANEL SECOND FLOOR ELEVATOR POWER PLAN - 1 -0" ELEVATOR CODED NOTES • JUNCTION BOX FOR TELEPHONE SERVICE TO ELEVATOR. ELEVATOR SHUNT TRIP DEVICE. PROVIDE 3/12, 1112(G)- 3/4 "C. PER MANUFACTURER'S SUBMITTAL SEE DETAIL THIS SHEET. 30A -1P DISC. SW. WITH (1) 15A. FUSES (ELEVATOR CONTROL PWR. & CAR LTG.). G ELEVATOR RECALL SMOKE AND HEAT DETECTORS AT ELEVATOR CONTROL ROOM, IN ELEVATOR PIT, AT TOP OF ELEVATOR SHAFT, AND AT EACH FLOOR AS INDICATED, TIED INTO FIRE ALARM SYSTEM. (TOP OF SHAFT) RECEIVED CIT°! OF Tt.IKI,AiLA FEB 0 7 2008 r CENTER PROVIDE A SHUNT TRIP CIRCUIT BREAKER (CIRCUIT BREAKER DISTRIBUTION ) OR A MULTI -POLE CONTACTOR (FUSED SWITCH DISTRIBUTION ) AS APPLICABLE FOR A MEANS OF AUTOMATICALLY DISCONNECTING THE ELEVATOR MAIN POWER SUPPLY. THE SHUNT -TRIP OR CONTACTOR (AS APPLICABLE) COIL VOLTAGE SHALL MATCH THE RELAY OUTPUT OF THE ALARM PANEL ELEVATOR CONTROLLER ELEVATOR MOTOR• ELEVATOR MAIN POWER SUPPLY SHUTDOWN BLOCK DIAGRAM NTS FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Approvals: SCALE: DRAWN BY: Sheet No. XXI F= O R E V E R SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Sheet Title CHECKED BY: TBA EXPIRES Consultants SEP 0 3 2009 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL SUBMITTAL AND II /O& /O1 ISSUED FOR PLAN •HSGK • I2/71/O1 PLAN GFEGK RESPONSE © 02/01 /013 PLAN CHECK RESPONSE (2) POWER PLAN Job No. 2K -617 Exr nEc DATE: SEPT., 2007 TBA E1.2.O E a • i r - • -- -- -- - .-- -= B C E O 570. HA -11 HA -11 FK5 & F 21 HA -11 HA -1 HA -11 WA LA -5 HA -11 WA FK5 WA 11 LA -5 LA -5 HA -11 FK5 WA R75 HA -11 WAS HA�i- ,1 LALA -S HA -11 HA -11 I1<5 HA -11 HA -11 HA -11 HA -11 F A�-1 FK5 HA -11 FK5 WA HA- 11 LA LA -5'\ LA-5 FK5 WA HA -11 LA -5 FK5 FK3(2) HA -11 HA -11 19 FBFL FBFL (2) tA-24 -... to --24 tA-24 REFER TO SHEET E7.0.0 FOR CONTACTOR SCHEDULE AND LIGHT FIXTURE SCHEDULE. NOTE: REFER TO SHEET E2.2.0 FOR GENERAL NOTES AND KEY NOTES. FK5 - 11 FK5 HA -11 FK5 11 FK5 HA-11 FK5 — 11 FK5 & FK2) HA -11 HA -1 FK5 HA -11 WA LA -5 FK5 HA -11 LA -5 FK5 HA -11 WA A�-5 FK5 -11 FK5 HA -11 FK5 HA-11 WA LA -5 FK5 HA -11 FK5 HA -11 FK5 - 11 WA LA -5 FK5 HA -11 FK5 —11 WA FK5 WA HA -11 WA LA -5 FK5 HA -11 FK5 11 H �1 ) HA 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants Sheet Title SCALE: DRAWN BY: Sheet No. O FZ E V E IR. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION PINA4 LL e JOMITTAL ,L1 II/06/101 meter, POR PLAN CHECK A 12/21/01 PLAN GICGIC RIMPONSE CHECKED BY: TBA C! n TBA Job No. 2K -617 • LA r9: 1 8E'd09 9 LIGHTING PLAN DATE: SEPT., 2007 E2.0.0 E D HA -14 FK5 FK�2) HA -14 HA -14 HA -14 5 HA -14 WA LC -16 FK5 HA -14 HA -14 FK5 WA WA HA -14 C 16 LC -16 FK5 HA -14 HA -14 018 HA -1 HA -14 HA -14 *47 HA -14 HA-14 FB1 FB1 IAA -1'0F HA -10>B M HA -10 FB1 HA -10 IB FK5 HA -14 FK5 HA -14 wA WA HA -14 WA LC -16 FK5 FK5 LC-16 LC -16 11A-14 HA -14 HA -14 _J L__ 4 F71-4 r----- 7- __-- __7 r l I I I I HA -14 HA -14 HA -14 NOTE: REFER TO SHEET E7.0.0 FOR CONTACTOR SCHEDULE AND LIGHT FIXTURE SCHEDULE. REFER TO SHEET E2.2.0 FOR GENERAL NOTES AND KEY NOTES. 020 T T ___L__J -__J L__ _L __ - _ HA -14 HA -1 WA WA LC -16 FK5 LC -16 FK5 WA HA -14 HA -14 LC -16 L__J __Jr.__J__I )• `tip HA -14 HA -14 L I T HA -14 I L_.L___L__J L___L___L__._..L.__....L__J --- I----- T- - --T - -7 I F I L- EM • 0 AB 0 • B 1 1-1A -8 LA -28 1-1A -8 LA-28 1-1A -8 I LA -28 LA -28 r B • AB B Ja • B F AB LA -'8 -8 -28 f H6B-2-h- - 000 I J AH6 HB =2 AA AH6 it HB -2 LFA T2c -17 L__J-___ L___L 000 AH6 HB -2 000 AH6 HB -2 AA HA -17 EM /NL AA HA -12 HA -17 LA -28 / E4 HA -8 HA�2 2 • AB B HA -8 LA -28 HA; T 7 EM HA -1Z HA__ -17 000 AH6 HB -2 000 AH6 HB-2 HAT' HA--17 HA�17 -_- - - r 000 ---®---- -®-----4)- AH6 AA AH6 M �p,2 _ HA- 2 1-11 I- -- _ -�_ _I f T - J L - - -- I I FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Consultants SCALE: Phone. 213.747.2121 Fax. 213.741.5111 F® IR. EVER SOUTH CENTER THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION Sheet Title FINAL LL'SLIS 1TTAl. A142 I1/00/107 ISBUED FOR PLAN GfOGK 12/21/01 PLAN ONEO C RESPONSE LIGHTING PLAN Job No. 2K -617 DATE: SEPT., 2007 DRAWN BY: TBA CHECKED BY: TBA Sheet No. E2.1.0 r , flI l i • ' LA L___L.._ .J___ _L - -J_ - -J - -- - -- I I I I • AB B A 0 B A B HA -8 LA -28 HA-8 LA -28 HA -8 LA -28 HA -8 LA -28 1 m • O • m • B AB B AB B AB B LA - +8 -8 -28 -8 LA -28 HA -8 LA -28 -- .• .. .. — E4 A B A B HA -8 LA -28 HA -8 _ LA -28 HA -8 19 000 AH6 HB -4 000 AH6 HB -4 EM HA -19 000 AH6 HB -4 000 AH6 HB -4 000 HAT17 L__1 � HA-IL f1A-17 AH6 HB -2 HA-17 AH6 HB -2 E1 AA 11 HA- 12 '# HA -17 I I I I I L-- J___J___J - -_J 000 AH6 HB -2 000 AH6 HB -2 HA -17 HA -17 000 AH6 HB -2 000 AH6 HB -2 - 1 -- 1=1 — - -- - - ® -- I AH6 AA AH6 - -14I - _E - - HA - 2 FLV17 EM 4L HA1-17 6 HB -2 EM /NL 1 EM AA HA -12 HA- 6 HB -2 6 HA -17 H -2 T__T__T T I I I I I r I 1I I I I I r I —L- _ _L___L__J L__J- __J -_ -_L -- I WA__— _17 AA HA -17 HA -17 HA--17 000 AH6 HB -2 000 AH6 HB -2 ® - AA AH6 AH6 1 AH6 0 HB -2 AH6 HB -2 HA7 EMI NL AA r 14 _ _ 18-2 - - - - HA�12 I I I, .. I I L- E1 HA- AK LA-F3) 0 FB1 HA -10 FB1 HA -10 FB1 HA-10 MC3 MC MC1 FB1 HA -10 FB a C C6 C7 0 M NOTE REFER TO SHEET E7.0.0 FOR CONTACTOR SCHEDULE AND LIGHT FIXTURE SCHEDULE. -10 HA+ 0 FB1 HA -10 FB1 • HA -10 0 FB1 HA -10 FB1 HA -10 HA M O H LC-14 ®d I G Ii '' ar GENERAL NOTES A. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING OF LIGHT FIXTURES. B. ALL LIGHT FIXTURES IN SALES AREA EXCEPT NIGHTUGHT /EMERGENCY FIXTURES ARE CONTROLLED BY CONTACTORS. SEE CONTACTOR SCHEDULE FOR ADDITIONAL INFORMATION. C. ADJUST CIRCUIT WIRE SIZES FOR VOLTAGE DROP WHERE REQUIRED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LIGHTING PLAN KEY NOTES O 1. EMERGENCY LIGHTING AND EXIT SIGN SHALL BE CIRCUITED AHEAD OF SWITCHING. 2. PROVIDE FIXTURE TYPE "X" FAN /LIGHT COMBINATION IN TOILET. CONTROL FAN WM-I SAME SWITCH AS LIGHT. 3. PROVIDE TIMESWITCH: PARAGON MODEL 7000 SERIES OR EQUAL WITH 7 DAY 24 HOUR SCHEDULE FORMAT, MIN. (2) N.O., (2) N.C. 20 AMP 120/277 VOLT CONTACTS 120 VOLT COIL AND SPRING WOUND RIDE THROUGH SWITCH TO CONTROL STORE FRONT SIGN AND LIGHTING OR CONTACTORS AS INDICATED. 4. PROVIDE UGHIING CONTACTOR(S): ASCO 917 SERIES OR EQUAL WITH 120 VOLT COIL MINIMUM 20 AMP 120 /277 VOLT CONTACTS, ELECTRICALLY OPERATED AND MECHANICALLY HELD, 3 WIRE CONTROL CONTACTORS SHALL BE CONTROLLED VIA TIMESWITCH AND /OR MOMENTARY CONTACT SWITCHES AS INDICATED. REFER TO CONTACTOR SCHEDULE, PROVIDE NEMA 1 CONTACTOR CABINET AS REQUIRED. 5. MASTER SWITCH LOCATION. PROVIDE THREE (8) MASTER SWITCHES FOR CONTROL OF CONTACTORS. SEE CONTACTOR SCHEDULE FOR ADDITIONAL INFORMATION. 6. APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT. SEE SPECIFICATIONS, PANELBOARD SCHEDULES AND POWER RISER DIAGRAM. 7. MAKE FINAL CONNECTION OF ALL UGHIING TO J -BOX FOR LIGHTING IN MILLWORK FIXTURES. SEE ARCHITECT DETAIL FOR FURTHER INFORMATION. PROVIDE 5 FOOT PIG TAIL AS REQUIRED. COORDINATE WITH MILLWORK SUPPLIER PRIOR TO INSTALLATION. 8. CONNECT LIGHT FIXTURE EMERGENCY BALLAST TO UNSWITCHED CIRCUIT TO MAINTAIN CONSTANT POWER AND CONNECT NORMAL BALLAST TO SWITCHED CIRCUIT FOR ON /OFF CONTROL 9. PROVIDE CONNECTION TO UGI IT I1XTIJRE TYPE 'TX1' CONTROL MODULE CONVERTER. UGIIT FIXTURE MOUNTED IN COVE SPACE. CONCEAL MODULE IN CEILING SPACE. VERITY EXACT nrronnr,rr.rm •un Inr•mnur• urm ivam.In r•nnrnUrn .an TrkJ&UT Iuvr n►i£I r+n►ur rn IV.IT nvnmrr• FOREVER 21, INC. SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 XXI F O R E V E R SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Sheet Title DRAWN BY: THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO, DATE REVISION FINAL L.L. f(IBM11T,A41. N I VG0/Id1 maw FOR PLAN Gf K A L?/ZWM PLAN CHECK PIESFONEe ILA Job No. 2K -617 CHECKED BY: TBA . -." —. F FalltM LIGHTING PLAN DATE: SEPT., 2007 TBA E2.2.0 I No.: HA LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 277/480 VOLT 3PHASE, 4WIRE 65,000 MAIN: M.LO. 800 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION FIRST FLOOR EXIT /EMINL 0.5 20)1 1 * X 1.00 2 20 1 0.2 FIRST FL. FITTING ROOM UGHTS FIRST FL STOREFRONT LIGHTS 1.7 20 1 3 * X * 4 20 1 0.3 FIRST FL STOCKROOM LIGHTS FIRST FL STOREFRONT LIGHTS 1.5 20 1 5 * X TOTAL 6 20 1 0.8 FIRST FL CIRCLE LTG (Y4) FIRST FL SALES LIGHTS (M)_ 2.1 20 1 7 * X 7 8 20/1 0.4 SECOND FL FITTING ROOM UGHTS FIRST FL SALES LIGHTS AA 0.0 2.3 20 1 9 * X * 10 20 1 1.0 SECOND FL STOCKROOM LIGHTS FIRST FL STOREFRONT UGHTS 2.0 20 1 11 * X * 12 20 1 0.6 SECOND FL EXIT /EM /NL FIRST FL SALES LIGHTS 1.9 20 1 13 X X 14 14 20 1 1.5 SECOND FL STOREFRONT LIGHTS (AH6) FIRST FL SALES LIGHTS AA 0.9 20 1 15 * X 16 16 20 1 0.8 SECOND FL STOREFRONT LIGHTS SECOND FL SALES LIGHTS AA 1.6 20 1 17 * X 20/1 18 20 1 1.3 SECOND FL. STOREFRONT UGHTS SECOND FL SALES LIGHTS AA 1.9 20 1 19 * X * 20 20 1 0.3 SECOND FL SALES LIGHTS (AA) SPARE 0.0 20/1 21 22 X 0.2 22 20 1 0.8 SECOND FL SALES UGHTS (AH6) SPARE 0.0 20/1 23 24 X 1.0 24 20 1 0.0 SPARE 25 1.0 X 25 26 X 0.6 26 SECOND FL. SHOW WINDOW REC. 1.0 20/1 'FPVAV -1 1.7 15/3 27 28 X 0.6 28 15/3 1.7 FPVAV-2 29 1.0 X 29 30 X 0.9 30 SECOND FL SHOW WINDOW REC. 1.0 20/1 31 1.0 X 31 32 X 1.4 32 SECOND FL SHOW WINDOW REC. 1.0 20/1 FPVAV-3 1.7 15/3 33 34 X 1.3 34 1573 1.7 FPVAV-4 35 1.0 X 35 36 X 1.1 36 SPARE 1.0 20 1 37 1.0 X 37 38 X 0.0 38 SPARE 1.0 20 1 FPVAV -5 1.7 15/3 39 40 X 0.5 40 15/3 1.7 FPVAV-6 41 1.0 X 41 42 X 0.0 42 2' 1 1.0 SE 0 0 - A CO i LE' 1.0 A I B I X 43 X 44 CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 85 AMPS MAX 30.6 KVA 10.5 9.8 10.3 43.5 KVA 121 AMPS 1.0 FPVAV -7 1.7 15/3 45 X 46 15/3 1.7 FPVAV-8 1.0 47 X 48 1.0 1.0 49 X 50 1.0 FPVAV-9 1.7 15/3 51 X 52 15/3 1.7 FPVAV -10 1.0 53 X 54 1.0 1.0 55 X 56 1.0 FPVAV -11 1.7 15/3 57 X 58 15/3 1.7 FPVAV -12 1.0 59 X 60 1.0 1.0 61 X 62 1.0 FPVAV -13 1.7 15/3 63 X 64 1573 1.7 FPVAV-14 1.0 65 X 66 1.0 1.0 67 X 68 20/1 0.0 SPARE FPVAV-15 1.7 15/3 69 X 70 20 1 0.0 SPARE 1.0 71 X 72 20 1 0.0 SPARE SPARE 0.0 20/1 73 X 74 20 1 0.0 SPARE SPARE 0.0 20/1 75 X 76 20/1 0.0 SPARE SPARE 0.0 20/1 77 X 78 20/1 0.0 SPARE 24.6 77 X 80 12.0 112.5KVA TRANSFORMER 24.1 175/3 79 X 82 100/3 12.9 PANEL HB 24.3 81 X 82 12.6 A I B I C CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 229 AMPS MAX 190.4 KVA 60.4 70.3 59.7 240.5 KVA 290 AMPS No.: LA LOCATION: STOCKROOM MOUNTING SURFACE RATED OTC: 120/208 VOLT 3PHASE, 4WIRE 10,000 MAIN: CB 150 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION FIRST FL STOREFRONT LIGHTING 1.2 20/1 1 * X 1.00 2 20/1 0.9 FIRST FL FITTING ROOM LIGHTS FIRST FL STOREFRONT LIGHTING 0.9 20/1 3 * X * 4 20 1 0.4 FIRST FL FITTING ROOM LIGHTS FIRST FL STOREFRONT LIGHTING 0.6 20/1 5 * X TOTAL 6 20 1 0.6 FIRST FL FITTING ROOM LIGHTS SPARE 0.0 20/1 7 * X 7 8 20 1 1.0 FIRST FL SALES TRACK 36' SPARE 0.0 20/1 9 * X 20 1 10 20/1 0.7 FIRST FL STOREFRONT TRACK 36' FIRST. FL SHOW WINDOW REC. 0.8 20/1 11 * X 1.3 12 20/1 1.2 FIRST FL SALES TRACK 46' FIRST. FL SHOW WINDOW REC. 0.8 20 1 13 * X 4.2 14 20/1 1.2 FIRST FL. SALES TRACK 46' FIRST FL SIGN 1.2 20 1 15 * X 4.2 16 20/1 0.4 FIRST FL SALES LIGHTS (AD) FIRST FL SIGN 1.2 20 1 17 * X 4.2 18 20/1 1.0 FIRST FL CHANDELIER LIGHTS FIRST. FL SHOW WINDOW REC. 0.6 20/1 19 * X 0.0 20 20/1 0.2 FIRST FL SALES UGHTS (AD) FIRST. FL SHOW WINDOW REC. 0.8 20/1 21 * X 0.0 22 20/1 0.2 FIRST FL SALES LIGHTS (W) FIRST FL CASHWRAP LIGHTING 0.6 20/1 23 SPARE X _ 0.0 24 20 1 1.0 FIRST FL FOR LOVE LIGHTS SECOND FL SHOW WINDOW REC. 0.8 20/1 25 SPARE X * 26 20 1 0.6 FIRST FL FOR LOVE UGHTS SECOND FL. SHOW WINDOW REC. 1.6 20/1 27 X 28 20 1 0.6 SECOND FL FITTING ROOM LIGHTS SECOND FL SIGN 1.2 20/1 29 X 30 20 1 0.9 SECOND FL FITTING ROOM LIGHTS SECOND FL SHOW WINDOW REC. 1.2 20/1 31 X 32 20 1 1.4 SECOND FL FITTING ROOM LIGHTS SECOND FL SHOW WINDOW REC. 1.2 20/1 33 X 34 20 1 1.3 SECOND FL CHANDELIER UGHTS SECOND FL CASHWRAP LIGHTING 0.6 201 35 X X 36 2011 1.1 SECOND FL CHANDELIER LIGHTS SPARE 0.0 20 1 37 2 1 X 38 20/1 0.0 SPARE SPARE 0.0 20 1 39 I., X ` 9 40 20/1 0.5 SECOND FL CHANDELIER LIGHTS SPARE 0.0 20/1 41 0.0 X 41 42 20/1 0.0 SPARE 2' 1 '.6 SE 0 0 - A CO i LE' A I B I X A I B l CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 85 AMPS MAX 30.6 KVA 10.5 9.8 10.3 43.5 KVA 121 AMPS No.: LC LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 120/208 VOLT 3PHASE, 4WIRE 10,000 MAIN: CB 200 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB IC A CIRCUIT DESCRIPTION SPARE 0.0 2041 1 * X 1.00 2 20/1 0.1 TIMESW /BUZZER /CONTAC SECOND FL CASHWRAP REC. 0.8 , 20/1 3 * X * 4 , 20 1 0.2 FACP SECOND FL CASHWRAP REC. 0.6 20 1 5 * X TOTAL 6 20 1 0.4 EMPLOYEE TIME CLOCK SECOND FL CAMERA REC. 0.4 20 1 7 * X 7 8 20 1 0.4 TELEPHONE EQUIPMENT REC. SECOND FL STOCKROOM REC. 1.0 20 1 9 * X 20 1 10 20 1 0.4 A/V RACK REC. SPARE 0.0 20/1 11 * X 1.3 12 20 1 0.4 A/V RACK REC. SPARE 0.0 20/1 13 * X 4.2 14 20 1 0.2 TOILET ROOM LTG /FAN SECOND FL SALES TRACK 46' 1.1 20/1 15 * X 4.2 16 20/1 0.2 SECOND FL STOREFRONT LIGHT SECOND FL SALES TRACK 46' 1.1 20/1 17 * X 4.2 18 20/1 0.9 SECOND FL STOREFRONT LIGHT SECOND FL SALES TRACK 16' 0.4 20/1 19 * X 0.0 20 20/1 0.9 SECOND FL STOREFRONT LIGHT SECOND FL. SALES TRACK 36' 0.7 20/1 21 * X 0.0 22 20/1 0.8 SECOND FL. STOREFRONT TRACK 32' SECOND FL. SALES TRACK 32' 0.8 20/1 23 SPARE X _ 0.0 24 20 1 0.6 SECOND FL STOREFRONT TRACK 24' SECOND FL SALES TRACK 24' 0.6 20/1 25 SPARE X * 26 20 1 0.8 SECOND FL STOREFRONT TRACK 32' SECOND FL. SALES TRACK 24' 0.8 20/ 27 X 28 20 1 0.0 SPARE SPARE 0.0 20/1 29 X - 30 20/1 0.0 SPARE SECOND FL SALES TRACK 24' 0.8 20/1 31 X 32 20/1 0.0 SPARE SPARE 0.0 20/ 33 X 34 20/1 0.0 SPARE SPARE 0.0 20/1 35 X X 36 36 - SPACE ELEVATOR CAB LIGHTS /FAN 8.5 . V COO V 37 2 1 X 38 - SPACE PANEL LB 8.3 100/3 39 I., X ` 9 40 XI - SPACE 8.7 I • EC. 41 0.0 X 41 42 C - SPACE 2' 1 '.6 SE 0 0 - A CO i LE' A I B I C A I B l CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 114 AMPS MAX 40.9 KVA 13.1 14.3 13.5 58.9 KVA 164 AMPS A No.: LB LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 120/208 VOLT 3PHASE, 4WIRE 10,000 MAIN: LO 100 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION FIRST FL P.O.S. RECEPT. 0.3 20/1 1 * X 1.00 2 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 3 * X * 4 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 5 * X TOTAL 6 20 1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 7 * X 7 8 20 1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20 1 9 * X 20 1 10 20 1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL P.O.S. RECEPT. 0.3 20/1 11 * X 1.3 12 20/1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL CASHWRAP REC. 0.6 20/1 13 * X 4.2 14 20 1 0.3 SECOND FL P.O.S. RECEPT. FIRST FL CASHWRAP REC. 0.6 20/1 15 * X 4.2 16 20 1 0.0 SPARE FIRST FL CAMERA REC. 0.4 20/1 17 * X 4.2 18 30/2 2.1 IWH FIRST FL SENSORMATIC 0.8 20/1 19 * X 0.0 20 19 2.1 X FIRST FL SENSORMATIC 0.8 20/1 21 * X 0.0 22 30/2 2.1 IWH FIRST FL FLOOR DISPLAY REC. 0.8 20/ 23 SPARE X _ 0.0 24 23 2.1 X FIRST FL FLOOR DISPLAY REC. 0.5 20/1 25 SPARE X * 26 20 1 0.8 SECOND FL SENSORMATIC FIRST FL FLOOR DISPLAY REC. 0.8 20/ 27 X 28 20 1 0.2 SECOND FL CEILING RECEPTACLE FIRST FL FLOOR DISPLAY REC. a5 20/1 29 X 30 20 1 0.0 SPARE FIRST FL SALES AREA REC. 1.0 20/1 31 X 32 20 1 1.2 SECOND FL SALES AREA REC. FIRST FL SALES AREA REC. 1.2 33 X 34 20 1 0.4 TOILET ROOM REC. "+ _ .' , O j X 36 15 1 1.2 ELEVATOR CAB LIGHTS /FAN . V COO V •. 2 1 3 X 38 20 1 1.2 ELEVATOR RECEPT LTG S • -I I., I .. ` 9 XI I • EC. SPARE 0.0 20 1 41 C 42 2' 1 '.6 SE 0 0 - A CO i LE' A I B l CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 4 AMPS MAX _ 26.7 KyA 9 1" 28.8 KVA 80 AMPS No.: HB LOCATION: STOCKROOM MOUNTING SURFACE RATED AIC: 277/480 VOLT 3PHASE, 4WIRE 65,000 MAIN: LO 100 AMP CIRCUIT DESCRIPTION KVA CB No. HL A B C HL No. CB KVA CIRCUIT DESCRIPTION SPARE 0.0 20/1 1 MISCELLANEOUS X 1.00 2 20/1 2.6 SECOND FL SALES LIGHTS M6 FIRST Fl.. SALES LIGHTS M6 KITCHEN EQUIPMENT 2.3 20/1 3 HVAC (LARGEST) X 1.25 4 20 1 2.6 SECOND FL SALES LIGHTS M6 FL SALES LIGHTS M6 NON- COINCIDENTAL 1.3 20/1 5 TOTAL X 6 20 1 1.0 SECOND FL SALES LIGHTS M6 FIRST FL SALES LIGHTS M6 2.1 20/1 7 X 8 20 1 1.1 SECOND FL SALES LIGHTS M6 FIRST FL. SALES LIGHTS M6 1.2 20 1 9 X 10 20/1 2.6 SECOND FL SALES UGHTS M6 FIRST FL SALES LIGHTS M6 1.3 20/1 11 X 12 20/1 2.5 SECOND FL SALES UGHTS M6 4.2 13 X 14 20 1 2.0 SECOND FL SALES LIGHTS M6 ELEVATOR 4.2 15/3 15 X 16 20 1 0.0 SPARE 4.2 17 X 18 20 1 2.3 FIRST FL SALES LIGHTS (M6) SPARE 0.0 20/1 19 X 20 20 1 0.0 SPARE SPARE 0.0 20/1 21 X 22 20 1 0.0 SPARE SPARE _ 0.0 20/1 23 X _ 24 20 1 0.0 SPARE A I B I C CONNECTED LOAD: CALCULATED CODE DEMAND LOAD 45 AMPS MAX 37.5 KVA 12.0 12.9 12.6 47.1 KVA 57 AMPS LB - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 0.0 1.25 0.0 LIGHTING 0.0 1.25 0.0 TRACK LIGHTING ^ ..^.. ^ RECEPTACLES 1 .0 *** 0.0 WATER HEATER 0.0 . 0.0 MISCELLANEOUS 8.3 1.00 8.3 MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC REMAINING) 0.0 1.00 0.0 NON- COINCIDENTAL 0.0 0.00 0.0 TOTAL 6. 2 � HB - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 0,0 1.25 0.0 LIGHTING 24.9 1.25 31.3 TRACK UGHTING ** 0.0 ** 0.0 RECEPTACLES 0.0 *** 0.0 WATER HEATER 0.0 1.25 0.0 MISCELLANEOUS 0.0 1.00 0.0 MOTORS 12.6 1.25 15.8 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON - COINCIDENTAL 0.0 0.00 0.0 TOTAL 37.5 47.1 _ HA - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 3.6 1.25 4.5 LIGHTING 66.6 1.25 83.3 TRACK LIGHTING ** 12.6 ** 37.5 RECEPTACLES 20.6 *** 20.3 WATER HEATER 8.4 1.25 10.5 MISCELLANEOUS 10.5 1.00 10.5 MOTORS 23.1 1.25 28.9 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 45.0 1.00 45.0 NON-COINCIDENTAL 0.0 0.00 0.0 TOTAL 190.4 240.5 LC - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN NEON SIGN 0.0 1.25 0.0 LIGHTING 2.2 1.25 2.8 TRACK LIGHTING ** 8.5 " 25.2 RECEPTACLES 12.8 44* 11.4 WATER HEATER 8.4 1.25 10.5 MISCELLANEOUS A 9.0 1.00 9.0 A MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC 1.ARGEll 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON - COINCIDENTAL 0.0 0.00 A 0.0 TOTAL A 40.9 III 58.9 LA - LOAD SUMMARY CONN. KVA DEM FACT. DEM. KVA SIGN / NEON SIGN 3.6 1.25 4.5 LIGHTING 15.1 1.25 18.9 TRACK LIGHTING ** 4.1 ** 12.3 RECEPTACLES 7.8 *** 7.8 WATER HEATER 0.0 1.00 0.0 MISCELLANEOUS 0.0 1.00 0.0 MOTORS 0.0 1.25 0.0 KITCHEN EQUIPMENT 0.0 0.65 0.0 HVAC (LARGEST) 0.0 1.25 0.0 HVAC (REMAINING) 0.0 1.00 0.0 NON- COINCIDENTAL 0.0 0.00 0.0 TOTAL 30.6 43.5 E n I- r - -- - -- MALL TEL CLOSET. L J LANDLORD MAIN TELEPHONE POINT OF CONNECTION. VERIFY EXACT LOCATION. E60 E601 LEASE LINE TIE TENANT TELEPHONE SERVICE CONDUIT TO EXISTING WIREWAY AT CLOSET. 1"C. (MIN.) WITH ALL WIRE TENANT TELEPHONE EQUIPMENT MOUNTING BOARD. SEE SHEET E201. TELEPHONE SYSTEM RISER NOT TO SCALE TO SCALE 3/4 "C. WITH ALL WIRE IN TENANT SPACE INSTALL ( M TLATE NEED PANELS, MEM DOOR. L 1 3 1" ,QNl COLO135: 1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS 2. EMERGENCY POWER - RED BACKGROUND, WHITE LEMING I IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES IDENUnNG ALL 'MAIN SERVICE NAMEPLATE DISCONNECTS" - RED BACKGROUND - WHITE LETTERING NAMEPLATE DETAIL ENGRAVED IAIACOID, 5/32' LEITER5 DESIGNATION J NAMEPLATES ARE REQUIRED ON ALL SWRCHBQARDS, DISTRIBUTION PM E S. PANELBOARDS, STARTERS, DISCONNECT SWflCN6, BELAYS MD JUNCTION BOXES GREATER THAN 4 11/16' SQUARE ALSO PROVIDE NAMEPLATES ON BRANCH SWTICIHES OF SWITCHBOARDS MID DISTRIBUTION PANELS. NOT TO SCALE CAMERA 01 CABLE UNE & LOW VOLTAGE WIRE 1SW14 TO J -BOX IN STORAGE ROOM. PROVIDE CONDUIT, 3/4" MINIMUM. SOURCE TAPPAN WIRE & CABLE INC. BEACH WIRE & CABLE 15881 CHEMICAL LANE HUNTINGTON BEACH, CA 92649 CONTACT : JUSTIN PHELPS TEL : 800 - 309 -2322 PART NO. : P2ORG59FM+ 18/2 DESC: PLENUM COAXIAL CABLES CCTV 95% BC BRAID O COLOR : NAT 21910 o * ® J -BOX BY ELECTRICAL CONTRACTOR 0 CAMERA - SUPPUED BY TENANT • * O PROVIDE LOW VOLTAGE SPEAKER WIRE 11SW -14 FROM EACH SPEAKER TO J--BOX LOCATED IN STORAGE ROOM. REFER TO POWER PLAN FOR LOCATION. COORDINATE WITH OWNER. • * 90 SPEAKERS PROVIDED BY TENANT, EC. TO COORDINATE WM-I F21 FOR SPEAKER /CAMERA WIRING & LOCATIONS CONTACT: BRIAN CHUNG TEL 213 -741 -5109 CAMERA AND SPEAKER DETAIL NOT TO SCALE A ✓ � 0 1800 /3P 1 L J Q LEASE LINE 0 800A /3P 800AF PANEL HB 0 0 PANEL HA ONE -LINE DIAGRAM NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY REQUIREMENTS PRIOR TO BIDDING & INCLUDE THE COST OF ALL ASSOCIATED LABOR, MATERIALS, & CHARGES IN HIS BID. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP DRAWING SUBMITTAL 3. ALL BUSSING SHALL BE COPPER. 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL PANELBOARDS. 5. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE 6. ALL WALL- MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. 7. ALL FLOOR- MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PAD. 8. PROVIDE NAMEPLATES PER NAMEPLATE DETAIL 9. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE - REQUIRED CLEARANCES. 10. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 11. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVICING OR MAINTAINING ELECTRICAL EQUIPMENT. 0 0 E6oi POWER RISER DIAGRAM NOT TO SCALE Q Q PANEL LA 0 TENANT SPACE PANEL LC 0 PANEL LB POWER RISER DIAGRAM NOTES Q t. NOT USED. 2. E.C. SHALL USE EXISTING 800A/3P DISCONNECT SWITCH, W /800AF. 3. NOT USED 4. EC. SHALL USE EXISTING (4) SETS (4) SETS OF 2 1/2" CONDUITS TO VERIFY. OF 4-1250 KCMIL THHN-CU AND 114 GND IN EXISTING STUB -IN POINT LOCATED IN TENANT SPACE. FIELD 5. PROVIDE 277/480 VOLT, 3 PHASE, SPECIFICATIONS. 6. PROVIDE 2 "C -3 12/0 THHN -CU. & 116 GND. 7. PROVIDE 112.5 INA, 480 - 120/208 VOLT, 3 PHASE, 4 WIRE TRANSFORMER. 8. PROVIDE 111/0 BARE COPPER GROUND WIRE AND TIE TO BUILDING STEEL PER NEC. 9. PROVIDE 1 1/2 "C. -4 11/0 THHN -CU & 1,6 GND. 10. PROVIDE PANEL "LA ". SEE PANELBOARD SCHEDULE FOR ADDMONAL INFORMATION. 11. PROVIDE PANEL "LC ". SEE PANELBOARD SCHEDULE FOR ADDITIONAL INFORMATION. 12. PROVIDE 2 "C -413/0 THHN -CU & 116 GND. 13. PROVIDE PANEL "LB ". SEE PANELBOARD SCHEDULE FOR ADDITIONAL INFORMATION. 14. PROVIDE 1 1/4"C. -412 THHN -CU & 118 GND. 15. PROVIDE 277/480 VOLT, 3 PHASE, 4 WIRE PANEL *HB". SEE PANELBOARD SCHEDULE AND SPECIFICATIONS. 16. PROVIDE 1 1/4"C. -412 THHN -CU & 118 GND. 17. E.C. SHALL EXTEND THE SERVICE FEEDER AS SHOWN, (4) SETS OF 4 -1250 KCMIL THHN -CU ,& 17. AND 114 GND IN (4) SETS OF 2 1/2" CONDUITS TO TENANT DISCONNECT SWITCH. FIELD VERIFY LOCATION OF TENANT DISCONNECT SWITCH, RELOCATE IF NECESSARY. 18. EC. SHALL PROVIDE AND INSTALL (4) SETS OF 4 -1250 KCMIL THHN -CU AND 114 GND IN (4) SETS OF 2 1/2" CONDUITS FROM TENANT DISCONNECT SWITCH TO PANEL HA. 4 WIRE PANEL "HA'. SEE PANELBOARD SCHEDULE AND A * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKER(S * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKERS * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKER(S) * HL = INDICATES HANDLE LOCK DEVICE ON CIRCUIT BREAKER(S * ui - 'Knipe Inv A A ** DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW U DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -1018 AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW ** DEMAND PER NEC 410 -101B AND 220 -43B TOTAL TRACK LENGTH *** 1.0 < 10KW 0.5 REMAINING KW RECEIVED CITY OF T _I ,A., FEB 0 7 2008 P iMI I.. CENTER FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Consultants Approvals: Consultants SCALE: Sheet Title DRAWN BY: Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. L= O FZ E V fEr FZ SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1 611 EXPIRES FXPIRFS SEP 0 3 2009 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL_ LI SUBHI TTAL AND 11/08./07 ISSSUED POR PLAN CHECK A 12/21/01 PLAN CHECK RESPONSE 02/01/08 PLAN CHECK RESPONSE (2) POWER RISER DIAGRAM AND PANEL SCHEDULES Job No. 2K -617 DATE: SEPT., 2007 TBA CHECKED BY: TBA Sheet No. E6.0.0 LIGHT FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACT. MODEL NO. LAMP TYPE / FIXTURE LAMP SPEC / FIXTURE VOLTAGE REMARKS • A 6' RECESSED CFL DOWNUGHT NORA LIGHTING TRIM: NT S N63 - C218EL (2) 18W CFL, 35001K (� ADD /E/830 277 UGHTING O AA B ARCHTIECTURAL HORIZO FLUORESCENT DOWNUGHT �� NORA LIGHTING TRIM: 83 C 218EI- (2) 18W CFL, 35001K ( SYLVANIA DD /E /830 2 77 W/ CLEAR TRIM, HORIZONTAL LAMPING, INCLUDES UNIVERSAL 120 /277V ELECTRONIC BALLAST • AB 6' RECESSED CFL DOWNUGHT NORA LIGHTING 218EL TRIM: NT S NHG3P1- C (2) 18W CFL, 3500'K (2) CF18DD /E /830 SYLVANIA 277 0 AD MR16 DOWNUGHT ADJUSTABLE CLEAR ALZAK, WHITE TRIM JUNO LIGHTING C3 12V 50W MR16 TS2, MC2 120 120 0 AF 6' RECESSED ADJUSTABLE INCAN. NORA UGHTING HOUSING: NH -26 TRIM: NTM57B 1 45W ( ) (1) 45 PAR38 /CAP /FL 120 AH2 RECESSED MULTI -SPOT INCAN. EUROFASE TE -166A (6) 50W (6) 50PAR20 /CAP /NFL 120 20 LA- 16,18,20,22,24,26,34,36 / 24 SALES LTG AH6 RECESSED METAL HALIDE MULTI -SPOT W /(3)ADJUSTABLE HEADS NORA LIGHTING NCR-1 3391 MAY (3) 39W PAR30 METAL HALIDE 25'FLOOD- 3000'KELVIN (3) CDM35/PAR3OL/M/FL 277 SALES LTG 000 120 ... AK 3' LOW VOLTAGE, ADJUSTABLE RECESSED. WHITE FINISH. UGHTOLER 303 MRE, 378WHX B1 MR16 IR. FL40 37W 120 277 0 B 6' INCANDESCENT RECESSED UGHT W /CLEAR TRIM NORA LIGHTING HOUSING: NH -26 TRIM: NTS -41 (1)50W PAR38 50 PAR38 /CAP /FL 120 12 ` BA1 CUSTOM CHANDELIER T.B.D. TBD. MID 60W 60W 120 in E1 SURFACE MOUNTED SINGLE FACE LED EDGELIT EXIT SIGN NORA UGHTING NX-604-LED/BR LED 12 UNIVERSAL 120/277 LA- 2,4,14,28,32 E3 LED EXIT SIGN JUNO LIGHTING INC. NXESB1RWH BRIGHT RED PREMIUM GRADE LED LID LC- 15,19,23,27 INCWDED TRI -MOUNT CANOPY PROVIDES TOP, END, OR BACK MOUNT: W/ BATTERY BACK -UP - 0 - E E4 LED EXIT SIGN (DBL SIDED) JUNO LIGHTING INC. NXESB2RWH BRIGHT RED PREMIUM GRADE LED LLD INCLUDED TRI -MOUNT CANOPY PROVIDES TOP, END, OR BACK MOUNT: W/ BATTERY BACK -UP ® FB1 4' (2)LAMP SUSPENDED LINEAR FLUOR. LIGHT SIMKAR LIGHTING CH232- B11 -UNV (2) 32W FLUOR. T8; O (2) 32W 3 TB SYLVANIA UNIVERSAL 120/277 IN STOCK ROOM AND /OR CORRIDOR; IN STOCKROOM W/ NO CEIUNG; HANG FIXTURES W/ CHAIN, 12' - 0' AF.F.(G.C. TO PROVIDE CHAIN); OPTION V FOR 277V ami ttimamili FK #28122 (22-1/21 #28134 (34 -1/2') 128146 (46 -1/2') BARTCO LIGHTING #28122 (22 -1 /21 #28134 (34 -1/21 128146 (46- -1/2') #28122: 1 -F14T5 128134: 1 -F21T5 '28146: 1 -F28T5 277 AT STOREFRONT COVE; STAGGER SPACING FOR MOST EVEN COVERAGE ;ma CC G -- CUSTOM CHANDELIER (2)11ER 39'DIA. GLASS LIGHT BULB CRY LB-EC21-SL (15)25W CA9 CANDLE 120 G3 CUSTOM CHANDELIER - 22 1/2"W x 24 1/2'H CHROME /CRYSTAL LIGHT BULB CITY LB- EC -4-SL (4)25W CANDLE LIGHT 120 07 G7 CUSTOM CHANDELIER — 2TWx30'HT. CHROME/ CRYSTAL FINISH LIGHT BULB CITY LB- EC8 -SL (8) 25W CANDLE LIGHT 120 XLS2 LG2 CUSTOM CHANDELIER - 42'Wx35'H GLOSS BLACK FINISH LIGHT BULB CITY LB- 1770 -BLK (12)25W CANDLE LIGHT 120 1.G3 X LG3 CUSTOM CHANDELIER IS 301Nx11'H BIRCH FINISH LIGHT BULB CITY LB -BSKT (3)40W HilOGEN 120 ®BOTANICAL GARDEN ROOM M EMERGENCY LIGHT UNIT SIMKAR LIGHTING SEMW N/A 120/277 •ZIEVICTIC ,B T B TRACK MH2 SERIES METAL HALIDE ELEC. BAL PAR20 TRACK HEAD JUNO LIGHTING INC. SP2517WH 39W PAR20 3,000 \M +3AIC6 K SYLVANIA 164748; MCP39PAR20 /U /830 /F1 120 TRACKS MUST BE PURCHASED; FOR TRACK USE TRAC - MASTER (ONE CIRCUIT TRAC SYSTEM) BY JUNO IN WHITE; CATALOG I'S T2WH, T4WH, T6WH, T8WH, AND T12WH; SEE RCP FOR TRACK LENGTHS c W CUSTOM METAL WALL SCONCE - PAINTED FINISH LIGHT BULB CITY LB-### (2) 25W CANDLE LIGHT (2) 25W CA9 120 AT DRESSING ROOM ONLY In WA WALL SCONCE HESS AMERICA TRENTO BASE TR150 (I) 18 W CFI.; 3500' K (0 CF18DD /E/835 SYLVANIA 120 X RESTROOM LIGHT W/ FAN BROAN 679FL (2) 13W FLUOR. LAMPS 120 • XA RECESSED HID LIGHT UTHONIA LIGHTING LP8H 70M 802AZ 120/277 (1) 70W METAL HALIDE MP70 /C /U /MED, 4800' (1) 70W METAL HALIDE MP70 /C /U /MED, 4800' UNIVERSAL 120/277 • XB2 RECESSED HID DOWNUGHT NORA LIGHTING TR NT M N5 - 770 /EL (1) 70WATT; 4000'K CDM70 /PAR3OL /M /FL 277 Y4 CA I FLUORESCENT CELESTIAL LIGHTING UBL5000CFX4P48 (6) 9W TWIN TUBE CFL; 277 CONTACTOR SCHEDULE MARK LOAD CONTROL COIL V LINE V POLES AMP CIRCUITS C1 STOREFRONT TS1 120 277 12 20 HA- 3,5,28,30,31,32 UGHTING C2 STOREFRONT TS2, MC1 120 277 8 20 HA-33,34,35,36 SALES LIGHTS C3 STOREFRONT TS2, MC2 120 120 8 20 LA -10 SALES LIGHTS LC- 22,24,26 C4 DISPLAY LTG TS2, MC3 120 120 10 20 LA- 16,18,20,22,24,26,34,36 C5 SALES LTG TS2, MC4 120 277 8 20 HA-- 2,6,7,9,22,23,25 C6 SALES LTG TS2, MC5 120 277 10 20 HB- 1 C7 SALES LTG TS2, MC6 120 277 10 20 HB- 3,4,7,8,11,12,14 C8 SALES LTG TS2, MC7 120 120 12 20 LA- 6,8,12,30 LC- 17,21,25,29 C9 SALES LTG TS2, MC8 120 120 12 20 LA- 2,4,14,28,32 LC- 15,19,23,27 C10 SIGNS TS1 120 120 12 20 LA- 1,3,5,15,17,29 LC- 16,18,20 E [.1 E 0 0 N N U 0 0 cn 0 0 0 w Zri co E O 0 LIGHT FIXTURE NOTES A. ALL LIGHT FIXTURES, LAMPS AND EXIT SIGNS SHALL BE FURNISHED BY TENANT AND INSTALLED AND CONNECTED BY TENANT'S ELECTRICAL CONTRACTOR. SUPPLIER: UGHT BULB CM' - MR. SAM UM (626) 279 -2658. B. COORDINATE EXACT FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN. C. AFTER MERCHANDISE FIXTURES ARE IN PLACE, CLEAN AND AIM ALL LIGHT FIXTURES AS DIRECTED BY TENANT. D. COORDINATE PROPER DELIVERY OF ALL TENANT SUPPLIED LIGHTING ITEMS. E. TRACK LIGHT FIXTURES WILL BE FURNISHED WITH 2 -FOOT, 4 -FOOT, 6 -FOOT AND /OR 8 -FOOT TRACK LENGTHS, OUTLET BOX FEEDS, 'L' /STRAIGHT FEED CONNECTORS AND FLEXIBLE FEED CONNECTORS. HOT 120 VOLT NEUTRAL TIME SWITCH (TS2 TIME SWITCH (TS1 —14 OVER RIDE SWITCH "MS" MC1 MC2 MC3 MC4 MC5 MC6 MC7 MC8 C1 C2 C3 C4 C5 C6 C7 C8 C9 11 TT 11 TT 11 TT 11 TT 11 TT 11 TT 11 TT 11 TT SEE CONTACTOR SCHEDULE FOR ADDITIONAL INFORMATION. CONTACTOR CONTROL DETAIL NOT TO SCALE STOREFRONT LIGHTS STOREFRONT SALES LIGHTS STOREFRONT SALES LIGHTS DISPLAY LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS SALES AREA LIGHTS C1 0 SIGNS ' cam FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE #1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Consultants THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION A 12/21/01 PLAN OHO= RIMPONEa Sheet Title LIGHT FIXTURE SCHEDULE Job No. 2K -617 DATE: SEPT., 2007 SCALE: DRAWN BY: CHECKED BY: TBA Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 IR. E \ E FZ 19NA LL 6,12W4IITAL AND 11/46/01 MED PON, PLAN GN GIC a TBA E7.0.0 LA Il�58 Wig^( SYMBOL SCHEDULE $ SWITCH - SINGLE POLE TOGGLE K SWITCH - SINGLE POLE KEY - OPERATED SWITCH - SINGLE POLE WITH PILOT LIGHT 3 SWITCH - 3 WAY 9 WALL RECEPTACLE - DUPLEX STRAIGHT BLADE WALL RECEPTACLE - FOURPLEX STRAIGHT BLADE RECEPTACLE - CEIUNG MOUNTED IG RECEPTACLE -- DUPLEX STRAIGHT BLADE, ISOLATED GROUND G RECEPTACLE - FOURPLEX STRAIGHT BLADE, ISOLATED GROUND GA WP RECEPTACLE - DUPLEX STRAIGHT BLADE, GROUND FAULT INTERRUPTER, WEATHER PROOF Q SPLIT CIRCUIT RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE ® MULTIOUTLET ASSEMBLY (PLUGMOLD) V TELEPHONE OUTLET - WALL MOUNTED Q DATA OUTLET MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS DJ NON -FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS Lai FUSED DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS ��� MAGNETIC MOTOR STARTER - SIZE AS NOTED ON DRAWINGS JO JUNCTION BOX - WALL, CEIUNG a SWITCHBOARD OR PANELBOARD TELEPHONE BACKBOARD �]B BUZZER 8 BELL OR CHIME 4 PUSHBUTTON CONTROL STATION - WALL MOUNTED LOW VOLTAGE CONTROL TRANSFORMER T 0 TIME SWITCH © CONTACTOR O THERMOSTAT (BY MECHANICAL CONTRACTOR OR AS INDICATED) /...--... CONU AB C ING S , FINISDHED IT -A AR EAS CONC , OR EXPOSED IN EIL UNFINISHIN ED WALLS IN AR -- CONDUIT - IN OR BELOW FLOOR SLAB OR BELOW FINISHED GRADE CONDUIT HOMERUN TO PANEL - CROSSMARKS INDICATE NUMBER OF CONDUCTORS. NO CROSSMARKS INDICATES 2 CONDUCTORS. DOT ON CROSSMARKS INDICATES EQUIPMENT ISOLATED GROUNDING CONDUCTOR ( iP FLOOR RECEPTACLE 0 FLUSH FLOOR TELEPHONE OUTLET Q UNDER FLOOR STUB UP 0 SPEAKER ia 1 EXIT LIGHT EMERGENCY FIXTURE FIRE ALARM PULL STATION F F 4 • FIRE ALARM AUDIOVISUAL DEVICE En FIRE ALARM VISUAL DEVICE Q FIRE ALARM SMOKE DETECTOR .g.-4.), LA -1a TOP LETTER INDICATES LIGHT FIXTURE TYPE, ( ) INDICATES NUMBER. REFER TO LIGHT FIXTURE SCHEDULE. BOTTOM LETTER AND NUMBER INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER. LOWER CASE LETTER INDICATES SWITCH DESIGNATION. gl -16 NOTE: LETTER AND NUMBER NEXT TO ALL DEVICES AND CONDUIT STUB -UPS INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER, TYPICAL NOTE: ALL IG RECEPTACLES SHALL BE ORANGE. A SQUARE ENCLOSING A WIRING DEVICE SYMBOL INDICATES A FLUSH FLOOR DEVICE. ELECTRICAL SPECIFICATIONS 16000 - GENERAL PROVISIONS 0.01 PERFORMANCE: ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANUKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE. 0.02 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL NOT BE ALLOWED OR APPROVED. 0.03 JOB SITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 0.04 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.05 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSER, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.06 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.07 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND MECHANICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES. 0.08 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.09 MECHANICAL SUBSTITUTIONS: INVOICE MECHANICAL CONTRACTOR, NOT TENANT, FOR COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.10 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.11 REFERENCE STANDARDS: COMPLY WITH NEC, AND APPLICABLE STANDARDS OF NFPA, ANSI, NEMA, AND UL, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.12 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF LOCAL CODES, LANDLORD, SERVING UTILITY, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.13 SCHEDULE: ORDER EQUIPMENT WITHIN 5 DAYS OF RECEIPT OF CONTRACT TO MAINTAIN CONSTRUCTION SCHEDULE. 0.14 TEMPORARIES: PROVIDE ALL TEMPORARY SERVICE, LIGHTING AND POWER FOR ALL TRADES AS REQUIRED. REMOVE ALL TEMPORARIES BY THE TIME OF PROJECT COMPLETION. 0.15 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL USTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. COMPLY WITH CURRENT CODES. 0.16 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' RECOMMENDATIONS. 0.17 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. VERIFY PROPER MOTOR ROTATION OF ALL EQUIPMENT. 0.18 0 & M MANUALS: AT COMPLETION OF PROJECT, PROVIDE TO TENANT ALL OPERATING AND MAINTENANCE MANUALS AND INFORMATION FOR MATERIAL, EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS CONTRACT. 0.19 CORRECTIVE PERIOD: PROVIDE A CORRECTIVE PERIOD FROM DATE OF FINAL ACCEPTANCE OF NOT LESS THAN ONE (1) YEAR FOR THE ENTIRE INSTALLATION, DURING WHICH PERIOD UNCONDITIONALLY MAKE GOOD ANY DEFECTS IN MATERIALS OR WORKMANSHIP WITHOUT COST TO TENANT. 0.20 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION. 0.21 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.22 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.23 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS SPECIFIED MAY BE REQUIRED FOR THIS PROJECT. 0.24 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME. 0.25 CERTIFICATION: PROFESSIONAL ENGINEER CERTIFICATION OF THESE DOCUMENTS DOES NOT EXTEND TO STANDARDIZED DESIGN OR INSTALLATION GUIDELINES PREPARED BY OTHERS AND REQUIRED BY A THIRD PARTY TO BE INCLUDED HEREON. 0.26 DEFINITIONS: THE TERMS USTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DMSION 16 AND ONLY DMSION 16. A. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDTION AND GUARANTEE. B. INSTALL RECEIVE AT THE JOB SITE, UNLOAD, STORE. SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. C. PROVIDE: FURNISH AND INSTALL D. REMOVE: REMOVE INSTALLATION BACK TO NEXT REMAINING POINT OF USE. 16100 - MATERIALS 1.01 RACEWAY: CONTINUOUS SYSTEM, 1/2" MINIMUM EMT EXCEPT: 3/4" MINIMUM RNC WITH GROUND CONDUCTOR WHERE EMBEDDED IN CONCRETE OR MASONRY; 3/4" MINIMUM GALVANIZED RMC OR IMC WHERE EXPOSED TO WEATHER (ALSO PERMITTED WHERE EMBEDDED IN CONCRETE OR MASONRY); AND FMC (OR LTFMC IF WET LOCATION) FOR SHORT FINAL CONNECTIONS TO LIGHTING FIXTURES, TRANSFORMERS, AND MECHANICAL EQUIPMENT. 1.02 IG RACEWAY: PROVIDE SEPARATE RACEWAY SYSTEM FOR IG CIRCUITS. 1.03 RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES. ROUTE SQUARE WITH BUILDING LINES AND SUPPORT PER NEC. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. FIRE /SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 1.04 RACEWAY ADJUSTMENTS: WHERE INDIVIDUAL HOME RUNS ARE SHOWN FOR CLARITY, COMBINE AND ADJUST RACEWAY SIZE PER FIELD CONDITIONS. 1.05 WIRE: TYPE THHN, COPPER ONLY, 12AWG MINIMUM, STRANDED FOR 8AWG AND LARGER. LV WIRING FOR EMERGENCY LIGHTING, 10AWG MINIMUM. USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. 1.06 COLOR CODE: COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT ALL BRANCH CIRCUITS AS FOLLOWS: FOR 120/208 VOLT SYSTEM, PHASE A - BLACK, PHASE B - RED, PHASE C - BLUE, NEUTRAL - WHITE; FOR 277/480 VOLT SYSTEM, PHASE A - BROWN, PHASE B - ORANGE, PHASE C - YELLOW, NEUTRAL - WHITE WITH TRACER OR GRAY; GROUNDING CONDUCTOR - GREEN. 1.07 WIRE SIZE: WHERE WIRES ARE SIZED PER 60 DEG. C TEMPERATURE RATING FOR SIZES UP TO 1 AWG, SUBJECT TO COMPLIANCE WITH EQUIPMENT UL LISTING, AND APPROVAL OF LOCAL AUTHORITY AND ENGINEER, SUCH WIRES MAY BE REDUCED TO 75 DEG. C RATED SIZE, WITH RACEWAY SIZE ADJUSTED ACCORDINGLY. WIRE SIZE PER 90 DEG. C TEMPERATURE RATING IS NOT APPROVED. 1.08 VOLTAGE DROP: FOR CONDUCTORS SIZED PER NEC ON DRAWINGS, INCREASE SIZE BY NUMBER OF STANDARD SIZES SHOWN IN TABLE TO COMPENSATE FOR VOLTAGE DROP. CONTACT ENGINEER FOR ASSISTANCE IF CIRCUIT LENGTH FROM SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN. CCT VOLTS /PH 120/1 120/1 208/3 OR 277/1 208/3 OR 277/1 480/3 480/3 CCT LENGTH FT. UPSIZE 75 -150 1 150 -200 2 150 -200 1 200 -250 2 300 -450 1 450 -550 2 1.09 TYPE MC CABLE: MC CABLE EQUIPPED WITH A GREEN INSULATED GROUND PERMITTED FOR BRANCH CIRCUITS IN CONCEALED LOCATIONS ONLY SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.10 SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING "WIRENUT" CONNECTORS FOR 8AWG AND SMALLER, OR MECHANICAL COMPRESSION CONNECTORS WITH INSULATION KIT FOR 6AWG AND LARGER. 1.11 BOXES: NEMA 051 IN INTERIOR DRY LOCATIONS, CAST WEATHERPROOF TYPE IN WET LOCATIONS. 1.12 WALL SWITCHES: FED SPEC W -S -896, AC GENERAL USE, 20 AMP, 120 -277 VOLT, TOGGLE HANDLE. INSTALL 48" A.F.F TO CENTER. 1.13 WALL RECEPTACLES: FED SPEC W -C -596, NEMA 5 -20R CONFIGURATION OR AS REQUIRED. PROVIDE IG (ISOLATED GROUND) AND GFCI /WP (GROUND -FAULT CIRCUIT INTERRUPTER) RECEPTACLES WHERE APPROPRIATE OR INDICATED. INSTALL 18" A.F.F TO CENTER, OR AS INDICATED. 1.14 WALL PLATES: SMOOTH PLASTIC. KITCHEN ARE STAINLESS STEEL 1.15 WALL DEVICE AND PLATE COLOR: MATCH ADJACENT SURFACE, OR AS DIRECTED BY ARCHITECT. PROVIDE ORANGE IG RECEPTACLES. 1.16 MANUFACTURED WIRING SYSTEMS: PERMITTED FOR BRANCH CIRCUITS SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.17 GROUNDING: PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL 16400 - EQUIPMENT 4.01 DISCONNECT SWITCH: NEMA KS1, GENERAL DUTY, 3 POLE, S/N IF NEUTRAL IS PRESENT, NEMA 3R ENCLOSURE IF OUTDOORS, LOCK -OFF, NON- FUSIBLE UNLESS INDICATED WITH FUSES. 4.02 DRY -TYPE TRANSFORMER: NEMA ST20, 480:208Y120 CONNECTED, 115 DEGREE RISE, KVA RATING AS INDICATED. INSTALL USING VIBRATION ISOLATORS. STATES WITH REQUIREMENTS FOR ENERGY EFFICIENT TRANSFORMERS PROVIDE NEMA TYPE -TP1, 150' RISE. RE -USE EXISTING IF APPLICABLE. 4.03 PANELBOARD: NEMA PB1 AS SCHEDULED, 20" WIDE SECTION, 225 AMP BUS (100 AMP BUS PERMITTED IF LESS THAN 30 BRANCH POLES). PROVIDE GROUND BUS FOR IG CIRCUITS. INSTALL PER NEMA PB1.1. PROVIDE TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. LOAD CENTERS NOT APPROVED. RE -USE EXISTING IF APPLICABLE AND STILL MEETS CODE REQUIREMENTS. ALL COMBINATIONS OF EQUIPMENT AND MAIN /BRANCH OVERCURRENT PROTECTION SHALL BE FULLY RATED AIC. (NEC 110.9) 4.04 CIRCUIT BREAKER: NEMA AB1 AS SCHEDULED, BOLT -ON, CENTER TRIP, SWD IF SINGLE POLE, COMMON TRIP IF MULTI -POLE, HACR IF REQUIRED BY LOAD. MATCH EXISTING EQUIPMENT. 4.05 FUSE: UL CLASS J. WHEN FUSING EXISTING EQUIPMENT FUSES SHALL BE CURRENT UMII1NG AND MATCH EXISTING FUSE MANUFACTURER PROVIDE 3 SPARE OF EACH SIZE AND TYPE INSTALLED 4.06 MAGNETIC MOTOR STARTER: NEMA ICS2, FVNR, SIZE PER MOTOR REQUIREMENTS BUT SIZE 0 MINIMUM, NEMA 3R ENCLOSURE IF OUTDOORS. PROVIDE CLASS 20 HEATERS PER ACTUAL MOTOR NAMEPLATE DATA. PROVIDE 120VAC OR 24VAC FUSED CONTROL CIRCUIT AS REQUIRED. 4.07 MANUAL MOTOR STARTER: NEMA RATED, FHP, SINGLE SPEED, TOGGLE OPERATED, MANUAL RESET OVERLOAD, NEMA 1 ENCLOSURE. 6500 - LIGHTING 5.01 TENANT - FURNISHED EQUIPMENT: FOR LIGHT FIXTURES AND AUXILIARY ITEMS SCHEDULED AS FURNISHED BY TENANT, RECEIVE, PROTECT, INSTALL, CLEAN, AND LAMP UGHT FIXTURES AS SCHEDULED, OR EQUAL 5.02 CONTRACTOR - FURNISHED EQUIPMENT: FOR LIGHT FIXTURES SCHEDULED AS FURNISHED BY CONTRACTOR, FURNISH AND INSTALL COMPLETE, OR APPROVED EQUAL 5.03 ACCESSORIES: PROVIDE ACCESSORIES, INCIDENTAL MATERIALS AND MOUNTING HARDWARE AS REQUIRED. 5.04 LOCATION: REFER ALSO TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING DETAILS. 5.05 INSTALLATION: PROPERLY INSTALL AND SUPPORT ALL FIXTURES PLUMB AND TRUE, AND FREE OF LIGHT LEAKS. CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY PRACTICE. LEAVE PROTECTIVE FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN -UP. INSTALL LIGHT FIXTURES IN RATED CEILINGS TO MAINTAIN THE RATING OF CEILING. 5.06 EMERGENCY LIGHTING: PROVIDE AND LOCATE EMERGENCY LIGHTING TO MEET LOCAL REQUIREMENTS. 5.07 FLUORESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ELECTRONIC HPF, RAPID START, PARALLEL LAMP OPERATION, CBM, TYPE 1, CLASS P, SOUND RATED A, THDC20%, CCF<1.5, NAECA COMPLIANT WHERE APPLICABLE, ENERGY SAVING BALLASTS. 5.08 RECESSED INCANDESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE FMC AND 150 DEGREE C FIXTURE WIRE FROM LAMP HOUSING TO INDEPENDENT BRANCH CIRCUIT OUTLET BOX. 5.09 HID FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ANSI C82.4 COMPLIANT, HPF, ENCAPSULATED BALLASTS, ADVANCE SERIES 73B OR EQUAL 5.10 FINAL ADJUSTMENT: AFTER TRADE FIXTURES ARE INSTALLED BY OTHERS, CLEAN ALL LIGHTING FIXTURES, REPLACE ALL EXPIRED LAMPS, AND ADJUST DIRECTIONAL LIGHTING AS DIRECTED BY TENANT AND ARCHITECT. 5.11 SIGN DISCONNECT: PROVIDE DISCONNECT SWITCH IN ACCESSIBLE CEIUNG SPACE FOR STORE SIGN AND MAKE FINAL CONNECTIONS. VERIFY LOCATION IN FIELD. SIGN FURNISHED AND INSTALLED BY OTHERS. COORDINATE ALL REQUIREMENTS PRIOR TO BID. 16700 - SYSTEMS 7.01 DATA SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM DATA SYSTEM EQUIPMENT LOCATION TO ALL DATA SYSTEM OUTLETS. FOR NON- PLENUM ACCESSIBLE CEIUNG SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND BLANK PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND BLANK PLATE. 7.02 TELEPHONE SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM LANDLORD STUB- IN TO BACKBOARD, AND FROM BACKBOARD TO ALL TELEPHONE OUTLETS. FOR NON- PLENUM ACCESSIBLE CEIUNG SPACES. AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY. BUSH ALL RACEWAY ENDS. A RACEWAY CAN BE STUBBED FROM OUTLET BOXES TO CEILING SPACE WHERE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND TELEPHONE PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND TELEPHONE PLATE. PROVIDE 3/4" FIRE- TREATED PLYWOOD BACKBOARD OF SIZE REQUIRED FOR TELEPHONE EQUIPMENT. PROMPTLY NOTIFY TENANT WHEN ROUGH -IN INSTALLATION IS COMPLETE. 7.03 SECURITY SYSTEM ROUGH -IN: PROVIDE CONTINUOUS RACEWAY SYSTEM WITH PULL WIRE AS INDICATED FOR INSTALLATION OF SECURITY SYSTEMS BY OTHERS. 16721 FIRE ALARM SYSTEM 7.04 THE TENANT'S ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERATIONAL EXTENSION OF THE LANDLORD'S FIRE ALARM SYSTEM. THE SYSTEM SHALL CONSIST OF ALL DEVICES INDICATED ON THE DRAWINGS. THIS EQUIPMENT SHALL BE OF THE SAME MANUFACTURER AND SERIES AS THE EXISTING SYSTEM. ALL EQUIPMENT INSTALLATIONS AND WIRING WITHIN THE TENANT SPACE SHALL BE BY THE TENANT'S ELECTRICAL CONTRACTOR. ALL EQUIPMENT, DEVICES, WIRING, AND CONNECTIONS TO THE LANDLORD'S SYSTEM OUTSIDE THE TENANT'S SPACE SHALL BE BY THE LANDLORD'S CONTRACTOR AT THE TENANT'S CONTRACTOR'S EXPENSE. GENERAL ELECTRICAL NOTES A. ALL CORE BORING, TRENCHING AND PATCHING OF CONCRETE SLAB FLOORS AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE BY THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL BE IN COMMON TRENCH WHERE PRACTICAL FINISH ALL SURFACES TO MATCH EXISTING SURFACES. CUTTING OR WELDING OF STRUCTURAL MEMBERS SHALL BE ALLOWED ONLY WITH WRITTEN APPROVAL OF THE LANDLORD, STRUCTURAL ENGINEER AND ARCHITECT. MAINTAIN RATINGS OF ALL ASSEMBLIES. B. ALL CUTTING AND PATCHING OF THE ROOF AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE PROVIDED BY THE LANDLORD'S ROOFING CONTRACTOR AT THE TENANT'S ELECTRICAL CONTRACTOR'S EXPENSE. C. EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING MAY BE RE -USED WHERE APPLICABLE AND MEETS CURRENT CODE REQUIREMENTS, UNLESS OTHERWISE NOTED. D. REMOVE ALL EQUIPMENT, DEVICES, EXPOSED CONDUIT AND WIRING NOT BEING RE -USED. E. COORDINATE WITH THE LANDLORD IF CONCEALED CONDUIT NOT BEING RE -USED MAY BE ABANDONED IN PLACE. F. SPECIFIC CIRCUITS WERE CHOSEN IN ACCORDANCE WITH THE INFORMATION AVAILABLE IN ORDER TO CORRESPOND TO THE EXISTING INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL MAKE MAXIMUM PRACTICAL USE OF EXISTING CONDUIT AND WIRING AND RE- ASSIGN CIRCUITS AS REQUIRED. PROVIDE NEW TYPE WRITTEN DIRECTORIES IN PANELBOARD DOOR(S). G. THE CONTRACTOR CAN COMBINE HOMERUNS WHEN CONDUIT AND WIRE CODE REQUIREMENTS ARE ADHERED TO. H. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGE AND PHASE OF ALL MECHANICAL EQUIPMENT FURNISHED BY OTHERS PRIOR TO ANY ROUGH -IN. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND EQUIPMENT FURNISHED, NOTIFY THE ENGINEER AT (952)346 -4180. I. ALL LINE VOLTAGE WIRING SHALL BE IN E.M.T. OR RIGID CONDUIT. PVC MAY BE USED WHEN BURIED. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION FROM A J -BOX OR OVER CURRENT DEVICE TO A UGHT FIXTURE, MOTOR, APPLIANCE, ETC PER N.E.C., MAXIMUM LENGTH 6 FEET. LIQUIDTIGHT COATED PVC SHALL BE USED IN ALL DAMP OR WET LOCATIONS. TYPE BX, ROMEX OR ARMORED CABLE SHALL NOT BE ALLOWED. J. ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL OF THE ENGINEER, (952)346 -4180. K. ALL PANELBOARDS SHALL BE BALANCED BETWEEN PHASES AS PER LANDLORD REQUIREMENTS, ADJUST CIRCUITING AS REQUIRED PER FIELD CONDITIONS. L ALL EMERGENCY AND EXIT LIGHTING SHALL MEET OR EXCEED THE LOCAL AUTHORITIES REQUIREMENTS. ADJUST THE INDICATED SYSTEM AS NEEDED. COORDINATE WITH THE LOCAL AUTHORITY PRIOR TO BID. M. TENANTS ELECTRICAL CONTRACTOR SHALL DISCONNECT, REMOVE AND DISPOSE OF ALL EQUIPMENT, DEVICES, CONDUIT, WIRE, ETC., NOT BEING RE -USED. N. ELECTRICAL MATERIALS REQUIRING DISPOSAL TO A HAZARDOUS CLASSIFICATION SHALL BE DISPOSED OF AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ALL COSTS SHALL BE INCLUDED IN THE CONTRACT. UPON REQUEST, CERTIFICATION OF PROPER DISPOSAL SHALL BE SUBMITTED TO THE OWNER. 0. LOCATE, IDENTIFY AND PROTECT ALL ELECTRICAL SERVICES PASSING THROUGH THE TENANT SPACE. WHEN SERVICES MUST BE INTERRUPTED, COORDINATE WITH LANDLORD AND OWNER PRIOR TO ANY CONSTRUCTION. FOREVER 21, INC. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Consultants THORSON BAKER & Associates, Inc. NO. DATE REVISION D w CA= tespvea Sheet Title Job No. 2K -617 DATE: SEPT., 2007 SCALE: 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 SOUTH CENTER Sheet No. XXI F O FR. 6'/ 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 PIIdAL LL MITTAL N� IVOb/101 I93I.11212 FOR PLAN CHECK r 1✓ & C 6"i ELECTRICAL SPECIFICATIONS DRAWN BY: TBA CHECKED BY: TBA E8.0.0 ELEVATOR EQUIPMENT RM SALES AREA 4 (BLACK LLOW) DRESSING ROOM I SALES AREA 3 (BLACK ROOM) 1 0 . 300 CF RG - n - ---- RG -1 100 RG-1 r r RG -1 x N L _ 12 "• 450 CFM 2 J A 100 100 IT l CD -1, 10'6 300 CFM 10 "6 300 FM II / 120 120 A C x N FPVAV -1 1950 CFM CO CO RG -1 100 CD -1, 10'6 325 CFM 100 CD -1, 10'6 325 CFM 1 x14 100 L L Ob 100 r L L - - -- CD -1, 10'6 350 CFM CD -1, 10 "6 I 350 CFM RG -2 � -- -- -- - FPVAY -2 1300 CFM \mi r __J l i . - -. \ CD-No-6 325 CF M r CD -1, 10'6 325 CFM Ig 106 • CD -2, 6 80 CFM 100 100 CD -1, 10'0 325 CFM STOOK ROOD 18 100 CO V -4 1950 CFM Co x 0] CD -1, 300 C 100 ACCESSORY SALES AREA 2 MEMEMMEMEM N reJ CD -1, 10'6 350 CFM Ht M 10x12 CD -1, 10'6 RG -1 350 CFM (\ ENTRY 2 ir 60 L I L 100 1 a CD -1, 10'6 325 CFM LI LI L t CD -1, 10 "o 325 CFM Csl t0 120 w-1, 12 "0 600 CFM J 120 Dom- , 12'0 600 CFM 32x14 16x16 SALES AREA I (WHITE ON WHITE) 1 1.0.0 CASH SALES AREA 2 (WHI WHITE) L MECHA C —1, 10 "0 3 5 CFM 100 CD 1, 10 "0 3 CFM H 1-1 0 1 2 4 8 LD -1, 12"0 450 CFM N x 0 120 v V V V V V V 100 100 ' 16 FEET CD -1, 1 0'6 325 CFM RG -1 ICAL PLAN 1ST FLOOR CD -1, 10'6 325 CFM \ \ AG 41 1111 MECHANICAL CODED 01 THERMOSTAT MOUNTED AT 4' -0' AFF. V AIR DEVICE USED FOR ACCESS TO MECHANIC L EQUIPMENT ABOVE CEILING. 3/16" = 1' -0" 20 NOTES ACCESSORY SALES I ENTRY NOTE: — VERIFY WITH MALL'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. -- CEILING SUPPORT SHALL COMPLY WITH SEISMIC SRACINS REQUIREMENTS FOR THAT REGION. — ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONGEALED POP OF COVER TYPE. SCALE : 3/16" = 1' -0" RECEIVED CITY OF ,II<MLA FEB 0 7 2008 PEHMI t CENTER FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT © FOREVER 21 1999 ALL RIGHTS RESERVED. XXI F= C] FZ E V E F2 SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Consultants JUN 8 09 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION • 12/21/01 PLAN CHECK RESPONSE © O2/OI /O8 PLAN OI4EGK RESPONSE (2) Sheet Title Job No. 2K -617 DATE: SEPT., 2007 SCALE: DRAWN BY: Sheet No. MECHANICAL PLAN LEVEL 1 TBA CHECKED BY: TBA M1.O.O FINAL LL SUBMITTAL AND II /O8 /O7 ISSUED FOR PLAN GFIBGK SCALE : 3/16" = I -O" lit 5ALE5A AREA 5 (MEN'S) SALE5A AREA 1 (SGENIG ROOM) SALESA AREA 5 (WHITE ON WHITE) NEW STAR GASH WRAF 2 . CD -1, 10'0 350 CFM CD -1, 10'0 300 CFM CD -1, 10'0 350 CFM CD -1, 1D'0 350 CFM CD -1, 10 "0 350 CFM CD -1, 10 "0 300 CFM EThn - - 1 - - - T I I I L -_ L__J r - 1 r - i I c' L_J c7 L —J L 100 L -L_ -i CD -1, 10 "0 300 CFM CD -1, 10'1 300 CFM 0 CD -1, 10'1 300 CFM CUD 11 1 1 rd T T - r - 1 r — 1 100 c L — J c�L — J 14x14 CD -1, 10'1 300 CFM Wit, 8'0 225 CFM fit! 8 "0 225 CFM CD -1, 10'0 300 CFM 2mt, 10'0 300 CFM r CD -1, 10'0 CD--1, 10'0 300 CFM (E)44x30 100 01 1 I0 00l A Hf A H6 . P 1 10 300 CFM IN; CD -1, 10'0 300 CFM_ 10 001 1O¢ / 10001 1 0001 ME �-'- A1-16 Mb AHb t- , c r I I T I 1 1 I i I I 1 �II I 11 ..0 1 1 — A� I I •rr. 1 i 1 1. ' . � "� 1 100 r 30 C44 / — 1 300 CF OOO 1 1 I o o b i •, -o 1 l i . 100 °a I 1 I 1 — 4 J _ ..[ 0 0 1 000 I 10001 000 A AH6 A1-16 •,• . MIMU CD -1, 10 "0 300 CFM E., 12 "0 600 CFM 1 7 - 14x14 __026x24 _ CD -1, 10 "0 300 CFM CD -1, 10'0 300 CFM 1.0.0 H 0 1 2 4 8 p 4' ENTRY 5 16 FEET CD -2, 6'1 50 CFM MECHANICAL PLAN 2ND FL001 — 120 .1/16" = 1'— „ SALES AREA 1 (VINTAGE ROOM) 1 i i i I I I I SALESA AREA 6 (BOTANIGAL GARDEN) T — [— 7 r r 1 I i I I I L - - - 1. - - - _L - - - 1 - - - _, - - - J SALE5A AREA 10 (WHI WHITE) I L- e RECEIVED CITY OF TLFMLA FEB 0 7 2008 PE -VII T CENTER 1 FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Sheet Title SCALE: DRAWN BY: Sheet No. XXI F= O R E V E R SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 sicr q 1l 51 I 1 i 1 I I I Consultants JUN `I 8 2009 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL SUBMITTAL AND 11 /O8 /O7 ISSUED FOR PLAN CHECK 12/2•T /O7 PLAN CHECK RESPONSE A 02101 /08 PLAN CFECK RESPONSE (2) MECHANICAL PLAN LEVEL 2 Job No. 2K - 617 DATE: SEPT., 2007 TBA CHECKED BY: TBA M1.1.0 1 RG-1 N LESA AREA II N W/TREE5) LESA AREA 10 IITE ON WHITE) mums ilui I ' ! lKl IMor _ N u L ( COO A T t { / 43, L 100 O CD -1, 10'0 X50 CRi AHb 1f 10 "0 350 CFM 000 r. 10001 AH6 IV Al a0 t I I I r RG -1 16x16 120 .Samt, 12'0 530 CFM CD -1, 1 2"0 530 CFM 60 4 4 1 120 1� ■ 1 1 1 1 1 CD -2, 6 "0 . 100 FM tf 12 '0 530 CFM E. 80 CFM 80 CFM 4' EXIT CORRIDOR 1 80 IL- 1 1.0.0 0 1 2 4 STOG® WOMEN'S TOILET MEN'S TOILET 8 16 FEET MECHANICAL PLAN 2ND FLOOR 3/16" = 1'— f! MECHANICAL CODED NOTES @1 THERMOSTAT MOUNTED AT 4' -0" AFF. 0 CONNECT NEW 8 "0 EXHAUST DUCT TO MALLS EXISTING DUCT. VERIFY EXACT SIZE AND LOCATION PRIOR TO COMMENCING WORK. O3 AIR DEVICE USED FOR ACCESS TO MECHANICAL EQUIPMENT ABOVE CEILING. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. 633 SOUTHCENTER PARKWAY SPACE # 1145 TU KW I LA, WA 98188 -2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: Consultants Sheet Title SCALE: DRAWN BY: Sheet No. mil[ F= OF2E SOUTH CENTER NO. DATE REVISION THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 FINAL LL SUBMITTAL AMP I VObd 1 196UEi? PDX PLAN G+ GlC 12/21/01 PLAN CFCGIC REPONSE c m MECHANICAL PLAN LEVEL 2 Job No. 2K -617 DATE: SEPT., 2007 TBA CHECKED BY: TBA M1.1.1 HVAC SYMBOL LEGEND DRAWING DESCRIPTION SYMBOL SP -1 CEILING DIFFUSER - TYPE- RUNOUT AND O r A - XX 300 NECK SIZE CFM GPM 20 FT HD C- RETURN EXHA TYP - 1; 180 GRI REGISTUST ER 1 RPM B RETURN EXHAUST - TYPE -SIZE - GRILLE REGISTER CFM 1, 2 ACCESS PANEL SURFACE MODULE SIZE 24x24 12x12 6' - O" SUPPLY MR 12x12 DAMPER MODEL NUMBER NA NA NA NA NA RETURN AIR 126 #26 126 126 - I MANUAL VOLUME DAMPER e POINT OF CONNECTION NEW TO EXISTING 0 THERMOSTAT 1: REVISION TRIANGLE 0 KEY NOTE ErV DUCT SMOKE DETECTOR M MOTORIZED DAMPER UC 1" DOOR UNDERCUT 12 ELEVATOR SUMP PUMP SCHEDULE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE MARK SP -1 MANUFACTURER VEIL MODEL No. 1405 SERVICE ELEVATOR GPM 20 FT HD 10 ELECTRICAL (VOLT /PH) 120/1 REMARKS 1 FAN SCHEDULE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE MARK EF -1 MANUFACTURER COOK MODEL No. GC1 44 SERVICE TOILET ROOM FAN TYPE CLG. MID. CFM 80 S.P. 0.55" MOTOR POWER 82.8 WATTS RPM 1,100 ELECTRICAL (VOLT /PH) 115/1 REMARKS 1, 2 GRILLE AND DIFFUSER SCHEDULE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE MARK CD -1 CD -2 LD -1 RG -1 RG -2 MANUFACTURER TITUS TITUS TITUS TITUS TITUS MODEL No. OMNI OMNI ML -39 350RL 350RL FRAME OR BORDER TYPE SURFACE SURFACE SURFACE SURFACE SURFACE MODULE SIZE 24x24 12x12 6' - O" 24x24 12x12 DAMPER MODEL NUMBER NA NA NA NA NA FINISH 126 #26 126 126 126 REMARKS 1,2,3,5 1,2,3,5 2,5,6 2,4 2,4 FAN POWERED PARALLEL FLOW BOX SCHEDULE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE MARK FPVAV -1 FPVAV -2 FPVAV-3 FPVAV -4 FPVAV-5 FPVAV -6 FPVAV -7 FP/AV-8 FWAV -9 FPVAV -10 FPVAV-11 FPVAV-12 FPVAV -13 FPVAV -14 FPVAV -15 MANUFACTURER WANE TRANS TRANE TRANE WANE WANE TRANS TRANS IRONS WANE TRANE TRANE WANE WANE WANE MODEL Na VPEF1206 VPEF1005 VPEF1206 VPEF1206 VPEF1206 VPEF1206 VPEF1005 VPEF1206 VPEF1206 VPEF1206 VPEF1206 VPEF1005 VPEF1005 V1 VPEF1206 INLET SIZE 12"1 10'1 12"i 12-1 in 12-1 10.0 12'1 12 1211 12'1 10'0 10'1 10 12 CFM MAL 1950 1300 2000 1950 1750 1650 1200 1850 1800 2000 2000 1400 1200 1400 1690 HEATING 00V) 3 3 3 3 3 3 _ 3 3 3 3 3 3 3 3 3 FAN ESP (" WC) 0.55' 0.55' 0.55" 0.55' 13.55' 0.55' 0.55' 0.55 0.55" 0.55' 0.55' 0.55' 0.55' 0.55' 0.55' FAN HP 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 ELECTRICAL - HEATING COIL (V/PH) 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 480/3 ELECTRICAL - FAN (V/PH) 277/1 277/1 277/1 277 /1 277/1 277/1 277/1 277 /1 277/1 277/1 277 /1 277/1 277 /1 277/1 277/1 FOREVER 21 INC. 2001 S. Alameda Street Los Angeles, CA 90058 Phone. 213.747.2121 Fax. 213.741.5111 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECT'S CLARIFICATION WHERE APPLICABLE NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREII INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. XX][ FCo IR. IEVEIR. SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 - 2888 Consultants MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 Approvals: ,. , -64:EY 14 t :b t -. x 3 ', Consultants THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL U. t3U0JMI11TAL AND IV0b/l01 IM MO PGR PLAN Gierdic 12/21101 PLAN GM= 9r3PIONla PECEIVFD CITY ui- IUV\VVILA JAN 1 7 ?i)DG PEI.11viIl GEN'f ER Sheet Title MECHANICAL DETAILS & SCHEDULES Job No. 2K -617 DATE: SEPT., 2007 SCALE: DRAWN BY: TBA CHECKED BY: TBA Sheet No. M2.0.0 Air System Information Air System Name Total Equipment Class UNDEF Air System Type VAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 44.4 Tons Total coil load 532.6 MBH Sensible coil load 441.2 MBH Coil CFM at Jul 1500 20957 CFM Max block CFM at Jan 2300 24585 CFM Sum of peak zone CFM 24585 CFM Sensible heat ratio 0.828 ft 571.4 BTU /(hr -ft 21.0 Water flow © 10.0 °F rise 106.58 gpm Supply Fan Sizing Data Actual max CFM at Jan 2300 24585 CFM Standard CFM 24189 CFM Actual max CFM /ft 0.97 CFM /ft Outdoor Ventilation Air Data Design airflow CFM 2536 CFM CFM /ft 0.10 CFM /ft Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor : Totazohe Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss TatalSystem _Loads Central Cooling Coil Terminal Reheat Coils »"Tatal Conditioning 'DESIGN COOLING COOLING DATA AT 4,11500 : COOLING OA'DB / WB 85.,0 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft 2 6680 ft 0 ft 0 ft 55792 W 12675 W 10000 W 497 10% / 10% 0% 70% 30% 20957 CFM 2162 CFM 20957 CFM 0% Sensible (BTU%hr) 0 0 0 0 0 0 0 0 0 133250 43246 34120 121871 0 0 33249 365737 365683 0 0 57108 0 18409 0 0 0 X41'199 441199 0 �14'L.199 Latent • (BTU!hr) 101975 0 0 10198 ;1121.73 112173 -20799 ,91373 91391 91391_ ositive values are cig Loads egative values are • htg Toads D1=SIGN. HAT-1 1\1G HEATING DATA AT DES HTG HEATING OA DB /WB 23d °F 7'192 °F 0 ft 0 ft 0 ft 0 ft 0 ft Dft 6680 ft 0 ft 0 ft 0 0 0 0 10% 0 0 0 2536 CFM 262 CFM 2536 CFM 0% enslble BTUlhr) 0 0 0 0 0 4390 0 0 0 0 0 0 0 0 439 .4829 -2876 0 0 0 0 12003 0 0 0 127 -10061 19187 91 - 27: latent BTLI /hr) 0 0 0 0 0 0 0 os∎tive values are htg toads egative valuesare clg: loads` Design Parameters: City Name Seattle IAP Location Washington Latitude 47.5 Longitude 122.3 Elevation 449.0 Summer Design Dry-Bulb 85.0 Summer Coincident Wet -Bulb 65.0 Summer Daily Range 18.3 Winter Design Dry -Bulb 23.0 Winter Design Wet -Bulb 19.2 Atmospheric Clearness Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 Local Time Zone (GMT +1- N hours) 8.0 Consider Daylight Savings Time No Simulation Weather Data noneN /A Current Data is 2001 ASHRAE Handbook Design Cooling Months January to December Number of zones 1 Floor Area 25358.0 ft Location Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul '1500 OA DB / WB 85.0 / 65.0 °F Entering DB /WB 77.8 / 65.3 °F Leaving DB / WB 58.0 / 56.8 °F Coil ADP 55.8 °F Bypass Factor 0.100 Resulting RH 59 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM /person 5.10 CFM /person Deg. Deg. ft °F °F °F °F BTU /(hr -ft- °F) hours SECURE INSULATION WITH STICK -PINS AT 18" O.C. AND ADHESIVE ON BOTTOM, FOR DUCTS 24" AND LARGER SPIN -IN FITTING: WITH SCOOP AND DAMPER, EXCEPT IN GYP. BOARD CEILINGS, DAMPER IN NECK CONCENTRIC SPIN -IN FITTING RECTANGULAR TO ROUND DUCT SUPPLY DUCT SUPPLY DUCT FLAT OVAL DUCT BRANCH TAKE -OFF SIMLAR DIM "B" 1.25xDIM "B" CONCENTRIC TEE FITTING DUCT BRANCH TAKE 1 1/2 "WRAP INSULATION: OVERLAP 4" MINIMUM, STAPEET.S. & TAPE FOR VAPOR SEAL MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER WRAP INSULATION ABOVE' THE CEILING DIFFUSERS 24" MAXIMUM VERTICAL DUCT RUN RETURN OR EXHAUST DUCT ECCENTRIC TEE FITTING RETURN OR EXHAUST DUCT OFF DETAILS 1■■fir FLEXIBLE DUCT: ■���■ INSULATED, ONLY I IN VERTICAL CEILING DIFFUSER: SET THROW AS SHOWN ON PLANS CEILING DIFFUSER CONNECTION DETAIL NT 4" MIN. ROUND " SNAPLOCK` (FLEX ONLY IN VERTICAL) BAND CLAMP AND THREE SHEET METAL SCREWS THROUGH HEUX OF FUMBLE DUCT UNER (TYPICAL) t 1.25xDIM "B" DIM w e HANGER STRAPS: 1 "x 22 GAUGE, SUPPORTED FROM STRUCTURE ABOVE, (3) SHEET METAL SCREWS BELOW. ROUND 'SNAPLOCK" SHEET METAL WITH 1 1/2" WRAP INSULATION. REMARKS: 1. PROVIDE WITH CORD AND PLUG, 1750 RPM MOTOR. REMARKS; 1. INTERLOCK TO OPERATE WITH TOILET ROOM LIGHT SWITCH. 2. PROVIDE WITH BACKDRAFT DAMPER. REMARKS: 1. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS INDICATED OTHERWISE ON PLAN. 2. APPROVED EQUALS: PRICE OR KRUEGER. 3. SUPPLY AIR DIFFUSER WITH OPPOSED BLADE DAMPER. 4. 35' DEFLECTION RETURN AIR GRILLE. AIM FINS TOWARD NEAREST WALL. 5. PROVIDE "TRM" PLASTER FRAME FOR ACCESS TO VOLUME DAMPERS IN DIFFUSERS IN GYP. CEILING. 6. LINEAR SLOT SUPPLY AIR DIFFUSER WITH (2) 1" SLOTS AND MPI -39 -SP INSULATED PLENUM. PROVIDE WITH AIRFLOW SWITCH, POWER FUSE & DISCONNECT SWITCH. GENERAL NOTES; (HVAC) 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS AND FITTINGS WHICH MAY BE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. 2. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. 3. THE CONTRACTOR SHALL COORDINATE FLOOR, WALL AND ROOF PENETRATIONS, LOUVER SIZES, ETC. WITH GENERAL TRADES. 4. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO FABRICATION OF ANY WORK. 5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF CEILING GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. 6. ALL HOT WATER HEATING SUPPLY AND RETURN BRANCH RUN -OUT PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED ON DRAWING. 7. DUCTWORK SHALL NOT BE LOCATED OVER THE TOP OF ANY ELECTRICAL PANELS OR EQUIPMENT. 8. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILINGS FOR ALL EQUIPMENT WHICH REQUIRES ACCESS, SUCH AS: FIRE AND SMOKE DAMPERS, SMOKE DETECTORS, BALANCING DAMPERS, VAV BOXES, ETC. 9. VERIFY ALL CONDITIONS IN FIELD. PLUMBING FIXTURE SCHEDULE FIXTURE NO. FIXTURE TYPE MANUFACTURER TYPE & MODEL NO. TRIM NO. SUPPORT PIPE SIZES REMARKS TRAP WASTE VENT CW HW F -1 WATER CLOSET FLUSH VALVE AMERICAN STANDARD OR EQUAL CADET (WHITE) 2234.015 SLOAN ROYAL 1 1 1 -YB FLOOR MOUNT _ 4„ Z " 1 " _ WHITE SEAT - CHURCH MODEL 295C F -2 LAVATORY AMERICAN STANDARD LUCERNE (WHITE) CHICAGO FAUCET WALL 1 -1 4" 1 -1 2" 1 -1 2" 1 2" 1 2" PROVIDE INSULATED CAST BRASS P -TRAP, PROVIDE HANDICAP INSULATION KIT. F -3 _____________ FD -1 HD -1 IWH HI -LO WATER COOLER FLOOR DRAIN INSTANTANEOUS WATER HEATER ELKAY OR EQUAL JOSAM OR EQUAL CHRONOMITE BARRIER -FREE LI EATL -8 30000 -A SR -20L - - WALL MOUNT MOUNT - - WALL MOUNT 1 _-1 /2 " -==3= 3" 1 -1 /2 " - 3" 1 -1 /2 " i> 1 -1/2" 1 /Z " w - 1/2 _ 4 _ _ UNIT TO BE INSTALLED WITH ACCESSORY LKAPR -188 APRON FOR A.D.A. COMPLIANCE PROVIDE DEEP -SEAL TRAP 0.5 GPM 0 57' RISE, 4.2KW 20 AMPS, 208/1/60. FCO FLOOR CLEAN -OUT JR SMITH 4020 - - SATIN FINISH WITH BRONZE TOP WCO WALL CLEAN -OUT JR SMITH 4402 - WALL MOUNT SATIN FlNISH WITH BRONZE COVER FOREVER 21 - SOUTHCENTER TUKWILA, WA TBA #2007 -0649 MECHANICAL SPECIFICATION INDEX SECTION 15010 - GENERAL REQUIREMENTS SECTION 15050 - BASIC MATERIALS AND METHODS SECTION 15100 - INSULATION SECTION 15200 - PIPING AND VALVES SECTION 15300 -- FIRE PROTECTION SYSTEMS SECTION 15400 - PLUMBING FIXTURES AND EQUIPMENT SECTION 15700 - HVAC SYSTEMS AND EQUIPMENT SECTION 15800 - AIR DISTRIBUTION SYSTEMS SECTION 15900 - HVAC INSTRUMENTATION AND CONTROLS SECTION 15950 -- TESTING, ADJUSTING AND BALANCING SECTION 15010 - GENERAL REQUIREMENTS A. GENERAL 1. SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND /OR SUBCONTRACTORS FOR MECHANICAL SYSTEMS. 2. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER TRADES, OWNER AND ARCHITECT REQUIREMENTS. 3. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY ARCHITECT AND /OR OWNER. 4. VISIT SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS AND MEASUREMENTS. NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND TAKE ALL ITEMS INTO CONSIDERATION IN BID. 5. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED. 6. EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN -UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH DAILY. 7. CONTRACTOR SHALL PROTECT HIS WORK, HIS EXISTING AND ADJACENT PROPERTY AGAINST WEATHER. 8. CONTRACTOR TO PROTECT HIS WORK, MATERIALS, APPARATUS AND FIXTURES FROM DAMAGE. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR MUST CONFIRM ALL UTILITY COMPANY REQUIREMENTS AND CONNECTION POINTS IN FIELD, PRIOR TO STARTING WORK. 10. ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR ANY SERVICE SHUTDOWNS. 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKMEN. 12. NO PIPING, DUCTWORK, WIRING, ETC., SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL PANELS AND EQUIPMENT OR THROUGH ELEVATOR EQUIPMENT ROOMS. 13. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTACTOR AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL CHARACTERISTICS OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING OF EQUIPMENT. NO ADDITIONAL PAYMENT WILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL CHARACTERISTICS. 14. DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT WILL HAVE TO BE MODIFIED. ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR WITHOUT EXTRA COST TO THE OWNER, AS THOUGH FULLY DETAILED ON PLANS AND /OR DESCRIBED IN THE SPECIFICATIONS. 15. WORK RELATED TO THE EXISTING BUILDING SHALL BE COORDINATED TO MINIMIZE INTERFERENCE OR INTERRUPTION OF NORMAL BUILDING USE BY OWNER. REFER TO ARCHITECTURAL PLANS FOR PHASING REQUIREMENTS. B. CODES, PERMITS, STANDARDS AND REGULATIONS 1 CONFORM TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.), GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE STANDARDS. 2. OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS. C. RELATED WORK SPECIFIED ELSEWHERE 1. OPENINGS AND CHASES, WHEN SHOWN ON ARCHITECTURAL DRAWINGS. 2. TEMPORARY WATER SERVICE, SANITARY FACILITIES, FIRE PROTECTION AND HEATING DURING CONSTRUCTION. 3. POURED -IN -PLACE CONCRETE. 4. FINISHED PAINTING. 5. ELECTRIC POWER WIRING. D. DRAWINGS 1. THE SYSTEMS AS SHOWN ON MECHANICAL DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL DIMENSIONS BY FIELD MEASUREMENT. 2. THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY DRAWINGS, SHALL BE OBTAINED FROM THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD AND THE WORK SHALL BE LAID OUT ACCORDINGLY. 3. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ONE ANOTHER. ANY MATERIALS OR LABOR CALLED FOR IN ONE BUT NOT THE OTHER SHALL BE FURNISHED AS IF BOTH WERE MENTIONED IN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS. E. BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND U.L. LABELED. 2. BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATIONS OR LISTED IN SCHEDULES ON THE DRAWINGS. ALL OTHER MANUFACTURERS ARE CONSIDERED A SUBSTITUTION. 3. THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE, ETC., STATED IN THIS SPECIFICATION, WHETHER OR NOT THE WORDS "OR APPROVED EQUAL" ARE USED, SHALL BE KNOWN AS A "STANDARD ". 4. ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED. 5. THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON. THE USE OF OTHER MANUFACTURERS EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES THAT ENTAILS GENERAL TRADES, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC., REVISIONS IS THIS CONTRACTOR'S RESPONSIBILITY. ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID BY THE CONTRACTOR SUBMITTING THE ACCEPTABLE ALTERNATES WHICH NECESSITATES CHANGES IN INSTALLING SUCH SUBMITTED ALTERNATE EQUIPMENT, EVEN THOUGH SUCH COSTS MAY BE PART OF ANOTHER DIVISION OF' WORK. 6. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. 7. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, SUBCONTRACTORS, ETC., AFFECTED BY THE SUBSTITUTION AND FULLY COORDINATE WITH THEM. ANY COSTS RESULTING FROM SUBSTITUTION, WHETHER BY THIS CONTRACTOR OR OTHERS, SHALL BE THE RESPONSIBILITY OF AND PAID FOR BY THE SUBSTITUTING CONTRACTOR. APPROVED SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY. 8. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO CHECK AND CONFORM THESE REQUIREMENTS PRIOR TO STARTING WORK. F. WARRANTY 1. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. 2. EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER, INCLUDING FIVE YEAR (5) COMPRESSOR WARRANTY ON HVAC EQUIPMENT. 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. G. SHOP DRAWING SUBMITTALS 1. SUBMIT SHOP DRAWINGS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION SYSTEMS, INCLUDING BUT NOT LIMITED TO SHEETMETAL, PLUMBING FIXTURES AND EQUIPMENT WITH ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE THE OPERATING CHARACTERISTICS FOR EACH REQUIRED ITEM. CLEARLY IDENTIFY EACH ITEM ON THE SUBMITTAL AS TO MARK, LOCATION AND USE, USING SAME IDENTIFICATION AS PROVIDED ON THE CONSTRUCTION DOCUMENTS. 2. SHEETMETAL AND FIRE PROTECTION DRAWINGS SHALL BE FULLY DIMENSIONED AND COORDINATED BASED ON FIELD VERIFIED BUILDING CLEARANCES AND ARCHITECTURAL CEILING LAYOUTS. INDICATE STRUCTURAL, LIGHTING, DUCTWORK AND PIPING AT ALL CRITICAL LOCATIONS. 3. CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWING PRIOR TO SUBMITTAL FOR REVIEW. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER UNLESS THE CONTRACTOR'S APPROVAL IS NOTED. DO NOT START WORK OR FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND RETURNED TO THE CONTRACTOR. 4. SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES. THE SUBMITTAL REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF ANY ITEM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER INSTALLATION. 5. WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL CLEARLY INDICATE ON SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND REASON FOR THE VARIATIONS. 6. EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS EQUIPMENT AND CERTIFY AT TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE INSTALLED, SERVICED AND MAINTAINED WHERE INDICATED ON THE DRAWINGS. ADVISE ENGINEER IN WRITING WITH SUBMITTAL DRAWINGS OF ANY POTENTIAL PROBLEMS. THE MANUFACTURER SHALL BE RESPONSIBLE FOR ANY CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF EQUIPMENT THAT HAVE NOT BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF SUBMITTAL. H. RECORD DRAWINGS 1. EACH CONTRACTOR OR SUBCONTRACTOR SHALL KEEP ONE (1) COMPLETE SET OF THE CONTRACT DRAWINGS ON THE JOB SITE ON WHICH HE SHALL REGULARLY RECORD ANY DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING CONSTRUCTION. 2. THESE DRAWINGS SHALL RECORD THE INSTALLED LOCATION OF ALL CONCEALED EQUIPMENT, PIPING, ELECTRIC SERVICE, SEWERS, WASTES, VENTS, DUCTS, CONDUIT, ETC., BY MEASURED DIMENSIONS TO EACH SUCH ITEM FROM COLUMN CENTERLINES OR READILY IDENTIFIABLE AND ACCESSIBLE WALLS OR CORNERS OF THE BUILDING. PLANS ALSO SHALL SHOW INVERT ELEVATION OF SEWERS AND TOP ELEVATION OF ALL OTHER BELOW -GRADE LINES. 3. RECORD DRAWINGS SHALL BE KEPT CLEAN AND UNDAMAGED AND SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN RECORDING DEVIATIONS FROM WORKING DRAWINGS AND EXACT LOCATIONS OF CONCEALED WORK. 4. AFTER THE PROJECT IS COMPLETED, THESE DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT IN GOOD CONDITION, AS A PERMANENT RECORD OF THE INSTALLATION AS ACTUALLY CONSTRUCTED. SECTION 15050 - BASIC MATERIALS AND METHODS A. GENERAL 1. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, AND ACCESSORIES REQUIRED TO FURNISH AND INSTALL THE MECHANICAL ITEMS IDENTIFIED IN THIS SECTION. 2. THIS SECTION INCLUDES BASIC MECHANICAL MATERIALS AND METHODS TO COMPLEMENT OTHER DIVISION 15 SECTIONS IN THIS SPECIFICATION AND REQUIREMENTS INDICATED ON THE MECHANICAL DRAWINGS. B. EXCAVATION AND BACKFILL 1. PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF BELOW -GRADE PIPING. 2. EXCAVATE AS REQUIRED TO INSTALL PIPING AT REQUIRED DEPTH AND PITCH. PIPE TO BE LAID ON SAND BEDDING TO GIVE UNIFORM BEARING ALONG LENGTH OF PIPE (SAND INSIDE BUILDING AND INTERLOCKING AGGREGATE OUTSIDE BUILDING). 3. BACKFILL WITH BEDDING MATERIAL TO A MINIMUM OF TWELVE (12) INCHES ABOVE TOP OF PIPE AND COMPACT. BALANCE OF BACKFILL IN OUTDOOR GRASS AREAS SHALL BE CLEAN EARTH UP TO SIX (6) INCHES ABOVE SURROUNDING GRADES. BACKFILL BELOW FINISHED FLOORS SHALL BE SAND, AND OUTDOORS UNDER PAVING SHALL BE INTERLOCKING AGGREGATE. ALL BACKFILL SHALL BE COMPACTED IN MAXIMUM TWELVE (12) INCH LAYERS. 4. ALL OTHER EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH, EXCLUDING RUBBISH AND BOULDERS. BACKFILL SHALL BE THOROUGHLY TAMPED AND PUDDLED. 5. PATCH FLOOR TO MATCH EXISTING ADJACENT SURFACES. C. SUPPORTS AND HANGERS 1. HANGERS AND SUPPORTS ARE TO BE PROVIDED TO PROPERLY SUPPORT, SECURE AND ALIGN PIPING AND TO MEET FIELD CONDITIONS AND AS MANUFACTURED BY GRINNELL OR MICHIGAN. 2. SPACING TO COMPLY WITH ASHRAE STANDARDS AND LOCAL CODE REQUIREMENTS. D. ESCUTCHEONS 1. FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH STEEL OR BRASS ESCUTCHEONS. WHERE SURFACE IS TO RECEIVE A PAINT FINISH MAKE ESCUTCHEONS PRIME PAINTED; OTHERWISE MAKE ESCUTCHEONS NICKEL OR CHROME PLATED. WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE INSULATION. E. PIPE IDENTIFICATION 1. IDENTIFY EACH PIPE, VALVE IN EQUIPMENT ROOMS, ABOVE ACCESSIBLE CEILINGS AND IN ACCESSIBLE SHAFTS. 2. COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF PIPE AND DIRECTION OF FLOW LOCATED NEAR EACH VALVE AND FITTING, ON BOTH SIDES OF PIPE PASSING THROUGH WALLS AND ON LONG RUNS AT NOT OVER 20 FOOT INTERVALS. F. FIRESTOPPING 1. ALL OPENINGS THROUGH FIRE RATED WALLS, FLOORS, AND /OR ROOFS FOR DUCTWORK, PIPING, ETC., SHALL BE FIRE SEALED WITH CALCIUM SALICATE, SILICONE "RN" FOAM, "3M" FIRE RATED SEALANTS, HILTI FIRESTOP SYSTEMS, OR APPROVED EQUAL TO MAINTAIN THE INTENDED FIRE RATING AND ASSOCIATED 'UL' RATINGS. G. CUTTING, PATCHING AND DRILLING 1. ALL CUTTING AND PATCHING OF THE BUILDING CONSTRUCTION REQUIRED FOR THIS WORK SHALL BE BY THIS CONTRACTOR UNLESS SHOWN ON ARCHITECTURAL DRAWINGS AND CONFIRMED AS TO SIZE AND LOCATION PRIOR TO NEW CONSTRUCTION. CUTTING SHALL BE IN A NEAT AND WORKMANLIKE MANNER. 2. NEATLY SAW CUT ALL. RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH PATCH OR PROVIDE TRIM FLANGE AROUND OPENING. 3. NEATLY SAW CUT FLOORS AND PATCH FLOOR TO MATCH EXISTING, INCLUDING FLOOR COVERING. 4. CONTRACTOR SHALL FIELD VERIFY SLAB -ON -GRADE OR SUPPORTED FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THIS CONTRACTOR CUT A STRUCTURAL FLOOR SLAB, WHETHER ON GRADE OR SUPPORTED, WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. IF FLOOR SLAB INDICATED TO BE CUT ON MECHANICAL PLANS IS FOUND TO BE STRUCTURAL IN NATURE, DO NOT CUT. CONTACT ARCHITECT IMMEDIATELY FOR FURTHER DIRECTIONS. 5. CORE DRILL AND SLEEVE ALL ROUND OPENINGS. 6. DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S WRITTEN APPROVAL, INCLUDING, BUT NOT LIMITED TO ROOF JOISTS, COLUMNS, FLOOR JOISTS, BEAMS, GIRDERS, STRUCTURAL FLOOR SLABS, ETC. 7. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE INSTALLATION OF THE MECHANICAL SYSTEMS. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVED MANNER. 8. ALL CONTRACTORS SHALL CONFIRM WITH OWNER, PRIOR TO BID, TIMES AVAILABLE FOR NOISE PRODUCING WORK SUCH AS CUTTING AND CORE DRILLING OF FLOORS, WALLS, ETC., AS WELL AS TIMES FOR WORK WHICH REQUIRES ACCESS INTO ADJOINING TENANT SPACES. INCLUDE ANY PREMIUM TIME IN BID. 9. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. THE MECHANICAL CONTRACTOR SHALL PROVIDE INFORMATION REGARDING OPENINGS IN WALLS, FLOORS, ETC., CONCRETE EQUIPMENT PADS AND FOUNDATIONS TO THE GENERAL CONTRACTOR. IF THE MECHANICAL CONTRACTOR FAILS TO COMPLY WITH THIS REQUEST, OR IF INCORRECT INFORMATION IS GIVEN, THE NECESSARY CUTTING AND PATCHING WILL BE PERFORMED BY THE GENERAL CONTRACTOR, AT THE MECHANICAL CONTRACTOR'S EXPENSE. J. DEMOLITION AND REMOVAL 1. DISCONNECT, CAP AND REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT INDICATED ON THE DRAWINGS OR AS REQUIRED FOR THE PROJECT. 2. DEMOLITION SHALL BE DONE IN A MANNER SO AS NOT TO DAMAGE ADJACENT WORK AND NOT AFFECT THE OPERATION OF SYSTEMS TO REMAIN IN USE. ANY ITEM TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AND /OR REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. ALL OPEN ENDED PIPING AND DUCTWORK THAT IS TO REMAIN SHALL BE CAPPED AND PROPERLY SECURED. 4. ALL ELECTRICAL DEVICES, WIRING, CONDUIT, ETC., RELATED TO DEMOLISHED EQUIPMENT /SYSTEMS SHALL BE REMOVED. WIRING SHALL BE DISCONNECTED AT CIRCUIT BREAKERS, REMOVED AND BREAKERS MARKED "SPARE ". 5. ALL ASBESTOS REMOVAL WILL BE HANDLED BY THE OWNER AND IS NOT A PART OF THIS WORK. 6. EXAMINE AREAS AND CONDITIONS UNDER WHICH DEMOLITION WORK MUST BE PERFORMED. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES PERFORMING DEMOLITION WORK AND /OR DEMOLITION WORK PERFORMED BY THE OWNER. 7. REMOVE ALL SUPPORTS, HANGERS, ETC., RELATED TO EQUIPMENT AND MATERIAL INDICATED TO BE DEMOLISHED. SECTION 15100 - INSULATION A. GENERAL 1. FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF OR SCHULLER) 1. INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBERGLASS HAVING AN ALL SERVICE JACKET. A. INSULATION THICKNESS SCHEDULE: 1. LESS THAN (C) 1-1/2" DIAMETER PIPE: 3/4" THICK. 2. 1- 1/2 " -8" DIAMETER PIPE: 1" THICK. 2. INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. APPLY TO MANUFACTURER'S RECOMMENDATIONS. 3. HANDICAPPED LAVATORY INSULATION - INSULATE ALL EXPOSED WASTE AND WATER SUPPLY PIPING UNDER LAVATORY WITH SAFETY COVERS PER ADA REQUIREMENTS AS MANUFACTURED BY PLUMBEREX SPECIALTY PRODUCTS, MCGUIRE OR TRUEBRO. 4. REPAIR SECTIONS OF EXISTING PIPING INSULATION DAMAGED OR DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, INSTALL NEW JACKET LAPPING AND SEALED OVER EXISTING. C. HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER, ARMSTRONG, OR RUBATEX) 1. INSULATE ALL NON -LINED SUPPLY, RETURN, OA, AND EXHAUST DUCTS WITH 1-1/2" THICK FOIL FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. LAP AND TAPE SEAMS AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS. 2. ALL INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH 25/50 FLAME AND SMOKE HAZARD RATINGS PER ASTM E -84, NFPA 255 AND UL 723. 3. INSULATE AIR CONDITIONING CONDENSATE DRAIN PIPING WITH 1/2" THICK MOLDED FIBERGLASS INSULATION. 4. PROVIDE REMOVABLE INSULATION SECTIONS TO COVER PARTS OF EQUIPMENT WHICH MUST BE OPENED PERIODICALLY FOR MAINTENANCE INCLUDE METAL VESSEL COVERS, FASTENERS, FLANGES, CHILLED WATER PUMPS, FRAMES AND ACCESSORIES. 5. REPAIR DAMAGED SECTIONS OF EXISTING MECHANICAL INSULATION DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION, INSTALL NEW JACKET LAPPING AND SEAL OVER EXISTING. 6. REPLACE DAMAGED INSULATION WHICH CANNOT BE REPAIRED SATISFACTORILY, INCLUDING UNITS WITH VAPOR BARRIER DAMAGE AND MOISTURE SATURATED UNITS. SECTION 15200 - PIPING AND VALVES A. GENERAL 1. FURNISH ALL MATERIAL, LABOR, EQUIPMENT, AND ACCESSORIES AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC PIPING SYSTEMS AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 2. INSTALL IN FULL ACCORDANCE WITH LOCAL CODE REQUIREMENTS, OTHER SPECIFICATION SECTION REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS. B. CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS 1. PROVIDE VALVED WATER CONNECTION FOR EQUIPMENT FURNISHED BY OTHER CONTRACTORS OR OWNER. 2. INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS. C. SANITARY AND STORM SEWERS 1. INSTALL SANITARY SEWERS, STACKS, VENTS, DRAINS, CLEANOUTS, ETC., AS INDICATED ON THE DRAWINGS. 2. SEWERS TO BE PITCHED A MINIMUM OF 1/4" PER FOOT FOR 3" SIZES AND UNDER AND 1/8" PER FOOT FOR 4 SIZES AND LARGER OR TO GRADES INDICATED ON DRAWINGS. 3. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS INSTALLED. 4. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN FOLLOWS: A. BELOW GRADE SANITARY INSIDE BUILDING 1. SERVICE WEIGHT - CAST IRON PIPE ASTM A -74 -82 WITH ASTM C- 564 -70 NEOPRENE COMPRESSION JOINTS OR NO- B. AB MATERIAL SHALL BE AS FOLLOWS: 1. NO -HUB CAST IRON PIPE CISPI 1 --301- 78. 2. SCH. 40 GALVANIZED STEEL PIPE ASTM A- 120 -83 WITH CAST IRON SCREWED n D. DOMESTIC WAT 1. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS, AND OTHER ACCESSORIES INCLUDING WATER METER AND BACKFLOW PREVENTER. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION. 2. INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT. VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE. 3. INSTALL SHOCK ABSORBERS AT EACH QUICK CLOSING FIXTURE AND WHERE REQUIRED TO PREVENT WATER HAMMER AS MANUFACTURED BY J.R. SMITH, SIOUX CHIEF OF ZURN. 4. HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION, SIZED ACCORDINGLY AND WITH A SUFFICIENT SADDLE TO PROTECT INSULATION AS MANUFACTURED BY GRINNELL OR MICHIGAN. 5. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS: A. ABOVE GRADE - TYPE " L " HARD COPPER ASTM B 88-832 WITH WROUGHT COPPER FITTINGS ASTM B 16.22 1980 AND NON -LEAD OR ANTIMONY SOLDER JOINTS. 6. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. 7. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. 8. ALL PIPING UNDER CONCRETE FLOOR SHALL BE TYPE " K " SOFT COPPER, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE ALLOWED. 9. EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB. E. FIRE PROTECTION PIPING 1. SEE SECTION 15300, FIRE PROTECTION SYSTEMS. F. FIRESTOPPING 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. SECTION 15300 - FIRE PROTECTION SYSTEMS A. GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO INSTALL A COMPLETE FIRE PROTECTION SYSTEM FOR PROJECT. B. DESIGN BASIS 1. DESIGN BASIS FOR SYSTEM SHALL BE PER NFPA 13 (LATEST EDITION) AND LOCAL CODE REQUIREMENTS. 2. SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS REQUIRED BY CODE. 3. PIPE SIZES INDICATED ON DRAWING ARE APPROXIMATE AND SHALL BE VERIFIED PER THE CONTRACTORS HYDRAULIC CALCULATIONS. C. DRAWINGS AND CALCULATIONS 1. CONTRACTOR SHALL PREPARE SUBMITTAL DRAWINGS AND HYDRAULIC CALCULATIONS FOR SPACE IN ACCORDANCE WITH OWNER'S INSURANCE COMPANY BUILDING DEPARTMENT, AND LOCAL FIRE AUTHORITY REQUIREMENTS. 2. CONTRACTOR SHALL PERFORM A FLOW TEST DATA ON CITY WATER MAIN AND SUBMIT DATA WITH CALCULATIONS. 3. CONTRACTOR AND DESIGNER SHALL BE STATE CERTIFIED. D. PIPING 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13, AND LOCAL CODE REQUIREMENTS. 2. FIRE PROTECTION PIPING SHALL BE AS FOLLOWS: A. INSIDE BUILDING - PIPE AND TUBING SHALL BE STEEL OR COPPER IN ACCORDANCE WITH NFPA REQUIREMENTS. B. PIPING SHALL MATCH EXISTING BUILDING STANDARDS. C. CONTRACTOR SHALL ARRANGE WITH OWNER AND INSURANCE UNDERWRITER PRIOR TO SHUTDOWN OF EXISTING SYSTEMS. D. FLUSH ALL PIPING UPON COMPLETION OF PROJECT AND TEST PER NFPA REQUIREMENTS. E. NO PIPING SHALL BE INSTALLED AT LOCATIONS SUBJECT TO FREEZING. E. SPRINKLER HEADS 1. SPRINKLER HEADS SHALL BE U.L. LISTED, MATCH EXISTING BUILDING STANDARDS AND BE MANUFACTURED BY CENTRAL, STAR OR VIKING. 2. SPRINKLER HEADS SHALL BE AS FOLLOWS: A. AREAS WITH EXPOSED STRUCTURE 1. UPRIGHT - ROUGH BRASS. B. AREAS WITH CEILINGS 1. PENDENT - CHROME PLATED WITH MATCHING TWO (2) PIECE, FLUSH ESCUTCHEON. 2. SEMI - RECESSED - CHROME PLATED WITH TWO (2) PIECE ADJUSTABLE ESCUTCHEON. 3. RECESSED - BRASS FINISH WITH OFF - WHITE CEILING COVER PLATE. 4. SIDEWALL - CHROME PLATED WITH OFF - WHITE, TWO (2) PIECE, SEMI - RECESSED ESCUTCHEON. 3. INSTALL RECESSED HEADS WITH WHITE FLUSH MOUNTED COVER PLATE IN SALES AREA. 4. INSTALL HIGHER TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY CODE OR APPLICATION. 5. SUBMIT SAMPLES OF SPRINKLER HEADS TO ARCHITECT PRIOR TO FABRICATION OF ANY PIPING. 6. INSTALL INSPECTOR'S TEST CONNECTION WITH VALVE AND TERMINATE DRAIN THROUGH EXTERIOR WALL WITH TEST FITTING AND SPLASH BLOCK. F. VALVES 1. INSTALL ALL VALVES AS REQUIRED BY NFPA 13, "UL" OR "FM" LISTED AND AS MANUFACTURED BY GRINNELL, HAMMOND OR MILWAUKEE. G. FIRESTOPPING 1. SEE SECTION 15050, BASIC MATERIALS AND METHODS. SECTION 15400 -- PLUMBING FIXTURES AND EQUIPMENT A. GENERAL 1. FURNISH ALL FIXTURES AND EQUIPMENT INDICATED AND SCHEDULED ON DRAWINGS, COMPLETE WITH ALL ACCESSORIES, CONTROLS, ETC., AS REQUIRED. 2. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PLACE IN SATISFACTORY OPERATION. 3. REFER TO SHEET M2.1.0 FOR FIXTURE SPECIFICATIONS. SECTION 15700 - HVAC SYSTEMS AND EQUIPMENT A. GENERAL 1. FURNISH ALL EQUIPMENT, MATERIALS, LABOR, TOOLS, ETC., FOR THE COMPLETE HVAC SYSTEM. INSTALL COMPLETE AND PLACE IN OPERATION. 2. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE BEGINNING NEW WORK. 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED EQUIPMENT, PIPING, CONDUITS AND DUCTWORK IN FIELD. 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ARCHITECT'S RESOLUTION TO CONFLICTS SHALL BE FINAL. 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND /OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER. B. EQUIPMENT 1. MECHANICAL CONTRACTOR TO FURNISH ALL HVAC EQUIPMENT INDICATED AND /OR SCHEDULED ON THE DRAWINGS COMPLETE WITH BASES, ISOLATORS, SUPPORTS AND OTHER REQUIRED ACCESSORIES. 2. INSTALL COMPLETE AND PLACE IN PROPER OPERATION PER MANUFACTURER'S RECOMMENDATIONS, LUBRICATE AND ADJUST AS REQUIRED. FURNISH AND INSTALL CLEAN SET OF FILTERS PRIOR TO BALANCING. 3. EQUIPMENT TO BE MAKE AND MODEL AS SCHEDULED UNLESS ALTERNATE EQUIPMENT OF EQUIVALENT QUALITY AND PERFORMANCE IS SUBMITTED AS A SUBSTITUTION PRIOR TO BIDDING. ALL SUBSTITUTIONS ARE SUBJECT TO ACCEPTANCE WITHOUT QUALIFICATION BY OWNER, ENGINEER AND ARCHITECT. 4. CONTRACTOR SHALL PERFORM ROUTINE SERVICE INSPECTION OF ALL EXISTING HVAC EQUIPMENT TO REMAIN. LUBRICATE BEARINGS, SERVICE CONTROL A. SYSTEMS, REPLACE FAN BELTS AND INSTALL NEW FILTERS IN EACH ROOFTOP UNIT. 5. SUBMIT SERVICE REPORT TO TENANT INDICATING CONDITION OF UNIT AND REPORT ANY MAJOR COMPONENT FAILURES OR MALFUNCTIONS. REPORT SHALL INCLUDE COST TO SERVICE ALL MALFUNCTIONING OR DAMAGED ITEMS LISTED. COST SHALL INCLUDE PARTS AND LABOR. EQUIPMENT SHALL BE PLACED IN FULL OPERATION WITH CONTROLS CALIBRATED UPON COMPLETION OF PROJECT. C. COOLING COIL CONDENSATE DRAINS 1. PROVIDE EACH AIR CONDITIONING UNIT WITH A FOUR (4) INCH DEEP TRAPPED CONDENSATE DRAIN WITH CLEANOUT OF SCHEDULE 40 PVC. TERMINATE OVER FLOOR DRAIN, SPLASH BLOCK OR AS REQUIRED PER LOCAL CODE. D. SEE EQUIPMENT SCHEDULES ON MECHANICAL DRAWINGS. SECTION 15800 - AIR DISTRIBUTION SYSTEMS A. GENERAL 1. FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND ACCESSORIES REQUIRED TO INSTALL COMPLETE AIR DISTRIBUTION SYSTEMS. 2. CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THIS SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. 3. VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE BEGINNING NEW WORK. 4. DETERMINE EXACT LOCATIONS FOR ALL NEW AND RELOCATED DUCTWORK AND ACCESSORIES FIELD. 5. COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. 6. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 7. BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND /OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER. B. DUCTWORK 1. FABRICATE AND ERECT ALL DUCTWORK TO ASHRAE AND SMACNA STANDARDS FROM NO. 1 GALVANIZED STEEL. COMPLY WITH NFPA 90A REQUIREMENTS. 2. DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2" STATIC PRESSURE RATING WITH SEAL CLASS B SEAMS AND JOINTS. 3. INCLUDE ALL ACOUSTIC, AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, MANUAL DAMPERS, FLEXIBLE CONNECTORS, GRILLES AND DIFFUSERS, ACOUSTIC LINING, AND OTHER SHEET METAL ACCESSORIES FOR THE PROJECT. 4. ALL BRANCH CONNECTION FITTINGS IN RECTANGULAR DUCTWORK SHALL BE 45 DEGREE TRANSITION TYPE, CONICAL FITTINGS OR SPIN -IN FITTINGS WITH INTEGRAL AIR SCOOPS. BUTT FITTINGS ARE NOT ACCEPTABLE. 5. DUCTWORK UPSTREAM OF VAV TERMINALS SHALL BE SMACNA MEDIUM PRESSURE CONSTRUCTION 4" STATIC PRESSURE RATING WITH CLASS A SEAMS AND JOINTS SEALED WITH EC -800 COMPOUND OR SIMILAR. C. DUCT LINER 1. ACOUSTIC LINE ALL RECTANGULAR DUCTS INDICATED ON DRAWINGS WITH ONE (1) INCH THICK NON - FLAKING, COATED MEDIUM DENSITY LINER, APPLY TO MANUFACTURER'S RECOMMENDATIONS. 2. DUCT DIMENSIONS INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA). 3. ALL RECTANGULAR DUCTWORK DOWNSTREAM OF FPVAV BOXES SHALL BE LINED WITH 1" COATED MEDIUM DENSITY LINER. APPLY TO MANUFACTURER'S RECOMMENDATIONS. 4. DUCT LINER SHALL COMPLY WITH NFPA 90A AND 90B (LATEST EDITION) REQUIREMENTS. D. DUCT ACCESSORIES 1. FLEXIBLE DUCTWORK (AS MANUFACTURED BY CLEVAFLEX, FLEXMASTER OR WIREMOLD). A. FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE AND CONNECTED WITH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL BE LIMITED TO 48" MAXIMUM STRAIGHT LENGTHS. FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF 1 1/2" INSULATION WITH VINYL VAPOR BARRIER JACKET AND RATED AT 10" W.C. FOR SIZES THROUGH 12 ", U.L. LISTED, AND MEET 25/50 FLAME AND SMOKE TEST. FLEXIBLE DUCTS ARE NOT PERMITTED IN ROOMS WITHOUT CEILINGS. 2. DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE-AIR) A. FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. PROVIDE END BEARINGS AND LOCKING, INDICATING QUADRANT REGULATORS. BLADE TO BE SINGLE THICKNESS WITH CONTINUOUS HINGE OR ROD. 3. ACCESS DOORS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR) A. FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE FABRICATED OF GALVANIZED STEEL WITH SEALING GASKET AND QUICK LOCKING DEVICE. B. FOR INSULATED DUCTWORK, DOORS SHALL HAVE MINIMUM ONE (1) INCH INSULATION WITH SHEET METAL COVER. E. FIRESTOPPING 1. SEE SECTION 15050 BASIC MATERIALS AND METHODS. SECTION 15900 - HVAC INSTRUMENTATION AND CONTROLS A. GENERAL 1. FURNISH AND INSTALL COMPLETE TEMPERATURE CONTROL FOR ALL HVAC SYSTEMS. 2. PROVIDE NEW CONTROL DEVICES INCLUDING THERMOSTATS, DAMPER OPERATORS, STAGING RELAYS AND OTHER RELATED DEVICES FOR A COMPLETE OPERATIONAL SYSTEM PER THE OPERATING SEQUENCE AND INDUSTRY STANDARDS. 3. MOUNT ALL CONTROLS FURNISHED AS ACCESSORIES TO EQUIPMENT AND PROVIDE ALL CONTROL WIRING REQUIRED FOR PROPER OPERATION. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. AND LOCAL CODE REQUIREMENTS. 4. MECHANICAL CONTRACTOR SHALL INSTALL ALL DUCT MOUNTED SMOKE DETECTORS. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE PHOTO- ELECTRIC DUCT SMOKE DETECTORS AT EACH UNIT TO SHUT DOWN FAN UPON ACTIVATION. DETECTOR SHALL BE LOCATED IN THE SUPPLY /RETURN AIR DUCT DOWNSTREAM /UPSTREAM OF THE UNIT CONNECTION. DETECTOR WILL HAVE MANUAL RESET AND WILL ACTIVATE A LOCAL ALARM PANEL. B. SEQUENCE OF OPERATION: 1. VARIABLE AIR VOLUME BOX (VAV) A. A SPACE MOUNTED THERMOSTAT (FURNISHED BY MECHANICAL CONTRACTOR) SHALL MODULATE THE DAMPER OPERATION ON THE VAV BOX TO MAINTAIN SPACE SETPOINT TEMPERATURE. THE DAMPER OPERATOR SHALL BE FURNISHED BY THE TEMPERATURE CONTROL CONTRACTOR. B. UPON A CALL FOR HEATING, VAV DAMPERS SHALL CLOSE COMPLETELY. 2. TOILET ROOM EXHAUST FAN (EF -1) A. INTERLOCK FAN WITH LIGHT SWITCH TO OPERATE WHEN LIGHTS ARE TURNED ON (INTERLOCK WIRING) BY ELECTRICAL CONTRACTOR. 3. ELEVATOR ROOM EXHAUST FAN (EF -2) A. INTERLOCK FAN WITH T'STAT TO OPERATE WHEN TEMPERATURE REACHES SET POINT. WIRED BY ELECTRICAL CONTRACTOR. B. 11.ON_ 1.5950_- __TESTING. ADJUSTING AND BALANCING GENERAL 1. AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR TESTS ON SECTIONS OF THE SYSTEM AT A TIME. 4. BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS. 5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND MAINTENANCE MANUAL FOR ALL EQUIPMENT AND SYSTEMS. 6. SUBMIT AIR AND WATER BALANCE REPORT FROM INDEPENDENT AABC OR NEBB CERTIFIED SUBCONTRACTOR FOR ALL AIR AND WATER SYSTEMS PER AABC OR NEBB STANDARDS. BALANCING, START UP AND INSTRUCTIONS 1. AFTER EQUIPMENT IS PLACED IN OPERATION, SYSTEMS SHALL BE BALANCED TO WITHIN 10% OF DESIGN FLOW WITH REPORT SUBMITTED TO OWNER. BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AABC OR NEBB CERTIFIED CONTRACTOR. 2. BALANCE THE AIR SYSTEMS PRIOR TO BALANCING HYDRONIC, STEAM, AND REFRIGERANT SYSTEMS. 3. TEST, ADJUST AND BALANCE COOLING SYSTEMS DURING SUMMER SEASON AND HEATING SYSTEMS DURING WINTER SEASON. BALANCE SYSTEMS WHEN THE OUTSIDE AIR CONDITIONS ARE WITHIN 5 DEGREES F WET BULB TEMPERATURE OF THE MAXIMUM SUMMER DESIGN CONDITION AND WITHIN 10 DEGREES F DRY BULB TEMPERATURE OF THE MINIMUM WINTER DESIGN CONDITION. 4. START UP AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND CONTROLS WITH PERMANENT LABELS. 5. INSTRUCT OWNER ON PROPER OPERATION AND PREVENTATIVE MAINTENANCE OF SYSTEM. FOREVER 21, INC. 2001 S. Alameda Street Los Angeles, CA 90058 THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO DETAILS, DIMENSIONS, PLANS SECTIONS AND SPECIFICATIONS) PERTAINING TO ANY SPECIFIC AREA OR ITEM OF CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS OFFICE IMMEDIATELY OF ANY INCONSISTENCIES, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK AND AWAIT THE ARCHITECTS CLARIFICATION WHERE APPLICABLE. NOTES: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF THE FOREVER 21. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. COPYRIGHT @ FOREVER 21 1999 ALL RIGHTS RESERVED. Consultants Consultants Sheet Title SCALE: DRAWN BY: Sheet No. Phone. 213.747.2121 Fax. 213.741.5111 XX][ F C R E V E R SOUTH CENTER 633 SOUTHCENTER PARKWAY SPACE # 1145 TUKWILA, WA 98188 -2888 MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL.510.865.8663 FAX. 510.865.1611 THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 TEL. 330.659.6688 FAX. 330.659.6675 NO. DATE REVISION FINAL LL WaM11TAL ARID I VG6/107 MEP FOR PLAN GICGK 12=01 PLAN CHICK Job No. 2K -617 CHECKED BY: TBA F;ECEI \/r D P:=f IVII i C.;LN i ER MECHANICAL SPECIFICATIONS I 1 ,:' • JU DATE: SEPT., 2007 TBA M3.0.0