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HomeMy WebLinkAboutPermit D07-370 - WESTFIELD SOUTHCENTER MALL - SKECHERS - TENANT IMPROVEMENTSKECHERS USA 816 SOUTHCENTER MALL D07 -370 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.citukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -370 Occupant/Tenant: SKECHERS USA Building Address: 816 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 44 BUILDING OFFICIAL 0 8 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cit3Nidf Tukwila Parcel No.: 6364200010 Address: 816 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SKECHERS USA Address: 816 SOUTHCENTER MALL , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: DANIELLE GRATIOT Address: 805 LAKE AV, STE 650 , PASADENA CA 91101 Phone: 626 685 -2800 Contractor: Name: NATIONAL BUILDING CONTRACTORS Address: 1650 CARROLL AVE , SAINT PAUL MN 55104 Phone: 651 - 222 -1859 Contractor License No: NATIOBC962RG doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -370 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Expiration Date: 12/07/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT: NEW GYPSUM BD CEILING IN SALES AREA AND ACOUSTICAL TILE IN STOCKROOM. NEW FINISHES INCLUDING PAINT AND FLOORING. INSTALLATION OF DISPLAY FIXTURES AND STORAGE SHELVING (UNDER SEPARATE PERMIT). NEW LIGHTING IN SALES AREA AND STOCKROOM. Value of Construction: $55,000.00 Fees Collected: $1,392.78 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D07 -370 Printed: 03 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: tni Signature: Print Name: doc: IBC-10/06 City a,./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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Thee: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Thee: 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 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am a orized to sign and obtain this development permit. o © g Permit Number: D07 -370 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Date: 10 Date: - 3 I 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -370 Printed: 03 -10 -2008 Parcel No.: 6364200010 Address: 816 SOUTHCENTER MALL TUKW Suite No: Tenant: SKECHERS USA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -370 Status: ISSUED Applied Date: 09/20/2007 Issue Date: 03/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: 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. D07 -370 Printed: 03 -10 -2008 15: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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 extinguishers) 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) 18: 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 nun) 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) 19: 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) 20: 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) 21: 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) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) D07 -370 Printed: 03 -10 -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 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 - 370 Printed: 03 -10 -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 this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Date: avvIQS " PtiIO :3 r - doc: Cond -10/06 D07 -370 ordinances governing or local laws regulating Printed: 03 -10 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us SITE LOCATION Site Address: 8 O t* CevltW 140111 633 foutluenter trkway Tenant Name: Skuhers UsA Property Owners Name: Wtsf field Co1porMioon Mailing Address: II6 Wilshire Blvd., ktFloor CONTACT PERSON - who do we contact when your permit is ready to be issued Name: fli lI1 tr4rt j o''' Mailing Address: 80 LAlee Ave. , SmiFo 6b0 E -Mail Address: G19YOt tigtQCiiipvnaligItletmS. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T 13. V. Mailing Address: State Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Cht P man Adamtle U4. Mailing Address: 110 5. IAKG Ave , Swi le 6 5 Contact Person: 1ahle oral 10 E -Mail Address: ell rc tio+e, ipm4n4d4ms . eom Company Name: Sehnefael Erlimeets lrD. Mailing Address: ,035 R01 ." Sheet Contact Person: Sara Olso E -Mail Address: SQISON@ 6Ch 2-I. Gore Q: Applieations\Fonns- Applications On Linen -2006 - Permit Application.doe Revised: 9 -2006 bh 7a � MS Plumbing/Gas Permit No. QD V 919 Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. i%i - 10" f (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.: 262-34 - 1085 Suite Number: 1140 Floor: 1 US Alleles City Day Telephone: Oil. h$5 -1)$00 ?aAa4tal CA quo City State Zip Fax Number: &26. bS 29P3 Cit Day Telephone: Fax Number: Expiration Date: PaSgd2Y101 City New Tenant: [� Yes ❑..No State Sta e Day Telephone: 62b. b0. Woo Fax Number: 626. 686• Z$0 Omaha City Day Telephone: $ 4o%. MI. X686 Fax Number: 402 . $9 State 1°02 Zip Zip 91101 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record NE 6812* Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 95,000. CG Existing Building Valuation: $ — Scope of Work (please provide detailed information): IrtIerinr r,'Mnvaflen its an existtnal rolrnmerc.t I drIACAIAM . NEW OXvfiV. W. Cei(in.) in ,sal 4 a.w/A 4 at ousfiMI Ii in stvarootm. Nemi fi i' hes jn(4 4iril fbupt 4 floonn9 • IHstAl1ehati I/� 0( Asp/ fixtures {' s t o r a a skeIvin, (ithdel• 6e raiz p rrn ). New (i In salts aria. atncl s1 • Will there be new rack storage? lJ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N A Compact: NIA Handicap: N A Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [r Sprinklers [r Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes El No If - yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1Applications\Forms- Applications On Line 13 -2006 - Permit Application.doc Revised: 9 - 2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1° Floor 2,G23 2, 443 5F — -- 11-P> Mercantile 2n Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 95,000. CG Existing Building Valuation: $ — Scope of Work (please provide detailed information): IrtIerinr r,'Mnvaflen its an existtnal rolrnmerc.t I drIACAIAM . NEW OXvfiV. W. Cei(in.) in ,sal 4 a.w/A 4 at ousfiMI Ii in stvarootm. Nemi fi i' hes jn(4 4iril fbupt 4 floonn9 • IHstAl1ehati I/� 0( Asp/ fixtures {' s t o r a a skeIvin, (ithdel• 6e raiz p rrn ). New (i In salts aria. atncl s1 • Will there be new rack storage? lJ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N A Compact: NIA Handicap: N A Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [r Sprinklers [r Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes El No If - yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1Applications\Forms- Applications On Line 13 -2006 - Permit Application.doc Revised: 9 - 2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper Fumace>100K BTU Evaporator Cooler Diffuser l0 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I Thermostat . 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM l Incinerator — Comm/Ind Fuel Type: Electric MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T P • P Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 000. °D Scope of Work (please provide detailed information): InstatiA iovl of VAV sysf cmmm and duck. 1 . W t&) diffusers Wiff04 ventilation fun Ih new restrom. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... [ Replacement .... ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Fortms-Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 1 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T. 8 •D• Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ I D I 000 . cD Valuation of Gas Piping work (contractor's bid price): $ - Scope of Work (please provide detailed information): Net) ItThthrj avid Watch Kim Rohr draw l U1 new rp,droorn Building Use (per Intl Building Code): M9 rrai Occupancy (per Int'I Building Code): 4 OCC(1411tS Utility Purveyor: Water: Tu kW I la W a1ev Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QAApplications\Fortns- Applications On Line U-2006 - Permit Application.doc Revised: 9 - 2006 bh Sewer: Tukwila, Sewer Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. $uilding and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER UTHORIZED AGENT: Signature: ` ` W Print Name: 1 G'r°. - 00 ho6 Mailing Address: 13 t i5 GuV4 Date Application Accepted: Q:Wpplications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Date: t1 Q /07 Day Telephone: 01 L T S 2 , e.s LA /nil I City State Zip Date Application Expires: Staff Initials: Page 6 of 6 Receipt No.: R08 - 02461 Initials: WER User ID: 1655 Payee: NBC ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Cash 58.00 ParcelNo.: 6364200010 Permit Number: D07 -370 Address: 816 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 09/20/2007 Applicant SKECHERS USA Issue Date: 03/10/2008 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 07/08/2008 02:54 PM Balance: $0.00 4545 07/08 9711 TOTAL 58.00 Printed: 07-08 -2008 Receipt No.: R08 -00694 ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 36860 845.88 RECEIPT Parcel No.: 6364200010 Permit Number: D07 -370 Address: 816 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 09/20/2007 Applicant: SKECHERS USA Issue Date: Initials: WER Payment Date: 03/10/2008 04:03 PM User ID: 1655 Balance: $0.00 Payee: NATIONAL BUILDING CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Account Code Current Pmts 000/322.100 841.38 000/386.904 4.50 Total: $845.88 Payment Amount: $845.88 9750 03/11 9710 TOTAL. 1335.36 Printed: 03 -10 -2008 Receipt No.: R07 -02034 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Parcel No.: 2623049023 Permit Number: D07 -370 Address: 633 SOUTHCENTER MALL TUICW Status: PENDING Suite No: Applied Date: 09/20/2007 Applicant: SKECHERS USA Issue Date: Initials: JEM Payment Date: 09/20/2007 10:39 AM User ID: 1165 Balance: $845.88 Payee: CHIPMAN ADAMS PACIFIC ARCHITECTURE PC TRANSACTION LIST: Type Method 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 RECEIPT Amount Payment Check 3737 546.90 Account Code Current Pmts 000/345.830 546.90 Total: $546.90 Payment Amount: $546.90 ',T013 9/20 7 7'710 TOTAL .56 don: Rareint -Ofi Printari fl -90 -9(107 Project, K . le 4-W ZS Type of Inspection: F s N.►i Address: 8) /C.v 44/ Date Called: Special Instructions: Date Wanted: 7 -Z — c 3 a.m Requester: Phone No: .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I7- -370 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36,7 Corrections required prior to approval. COMMENTS: r rynt4 C.c.m /F'11.1►4 0001lPako4 ■- NOT (jps -1-0» -4v Ce-- L ALIN(o G'' L.1 Date: z 3-v �. " 6 1 .00 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 10.0. Call to schedule reinspection. 'Receipt No.: 'Date: Project: 5 ICe.- err 5 Type of Inspection / Address: / � � / / Date Called: Special Instructions: Date Wanted: 7 / / er a.m. p.m. Requester: Phone No: INSPECTION RECORD .� Retain a copy with permit r *° INSP 1ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /7/ 'Inspector: I 1 Z El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: P Address: 8 I ( Date Called: Special Instructions: Date Wanted: Requester: Phone No: • I i r‘ t :�\Ote� VC-- S ' f , jjj'\\\`��� (' t `� 4. At2'P\`,/'ee... 0 l \\ Q \l L \ <I-, \ 0 - - _ Project: Ck e 4c se V Type of Inspection: / 24 n �G c Address: 8 I ( YV , A P ti, Date Called: Special Instructions: Date Wanted: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1�. --- 700 PERMIT NO. 1"" (206)431 -367 Approved per applicable codes. El Corrections required prior to approval. J Inspectors. ipDate: G / 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: Project: S icg...e_ N* 2-, - u Type of Inspection: , s A stIsPF! _ Address: 3i( vii Date Called: Special Instructions: Date Wanted: a.m. "L I -LS-67 (p.r1` Requester: Phone No: a03 7O 3 '8e 5 IE Approved per applicable codes. 'Inspector: UcY -370 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 -3670 E1 Corrections required prior to approval. COMMENTS: 0 'Date: -25�� 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: Project: citeCh fri (/i/V Type of Inspection: 5 ,te, deo( Address: V' 5a...) (y#. 1p PM // Date Called: Special Instructions: • Date Wanted: t.....M p.m. Requester: Phone No: 1 120- 37o 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 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: cite-- To ci,D41/4-Lt cs4p4 Cu — CA LES EL- 5...)c (2. C Lc . 'Inspector: FILL6i-- rate: ‘-f $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: —5 //FPS 215 4 Type of Inspection: Address: (,, a ))//4 fiti? 4111 Pate Called: / ./ Special Instructions: Date Wanted: 3- 2- 6 - ° c' a.m. ( I Requester: L., Phsego___ 7 C - j ., 49 c.., bo7- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: itA9 (MOM/ /ige etervs- 64K Date: .00 REINSPECTI N FEE EQUIRED. Prior to inspection. fee must be aid at 6300 Southc nter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: ,Sa re,/fas 2/$ 4 Type of Inspection: r� ,4M /: /. Address: 8 /C #'rr1Q // Date Called: Special Instructions: Date Wanted: 3 -26 -06 . Requester: Phone No: 2 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. D Corrections required prior to approval. COMMENTS: rf4r-1 frcf6 — ('on-,P /Se - 4�rt tiv� Date: 58 1 REINSPECTION FE REQUIRED. Prior to inspection. fee must be p - d at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD De7 -37b COMMENTS: /. / /Pr /.7 //( - 4j7 /A ,=ice -= /Al Type of Ins ti n: /142= , ' I eP P " 1 �r C{ 7 /se ,pA/J /,-✓ (-7,9th 4 r- G f / 6i, 4 c'ef /•-• d �9r st // /:SIL /. t� -A pl te Called: / ateal Special Instructions: D ant d u. - / /gT 0 P.m. Requester: Proje Type of Ins ti n: /1 S e / ef% pl te Called: / ateal Special Instructions: D ant d u. - / /gT 0 P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit' L2 7 _ 3 ' PE RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. El Approved per applicable codes. Corrections required prior to approval. inspectori 4 REINSPECTION FE RE paid at 6300 Southcenter Blvd., R. P or to inspection, fee must be uite 104 Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: � Type of Inspection , y reg , 4 . � V, re_ t �- M q � Address: ?- b Suite #: S . C ..Yti1 `.- Contact Person: Spedal Instrucctions: Permits: j.,5 Eli ss 11 0-4- %N Phone No.: A lee-- S 40 s (a) hi- 1)A-e. Die_ -1-o 5A-0-1---e - p F Che (A.,c_ - Ai I -- r - 5P - © 7 -a -e) F L. c, 0 v. L - ok 5(1. 5 i .1 ri C 1 M e r_ r-r, le (? A c.(c ,- e) • Project: ) k�C � � Type of Inspection , y reg , 4 . � V, re_ t �- M q � Address: ?- b Suite #: S . C ..Yti1 `.- Contact Person: Spedal Instrucctions: Permits: j.,5 Phone No.: Needs Shift Inspection: tr Sprinklers: S Fire Alarm: Y Hood & Duct: fJ Monitor: ( \ io,,J Pre -Fire: Permits: j.,5 Occupancy Type: /� INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT D67- - 7o 1 - 19f� PERMIT NUMBERS 188 206 - 575 -4407 (Approved per applicable codes. ri Corrections required prior to approval. Inspector: i a,c Date: - 7 1 1 5 ( 0 y Hrs.. A1 V7- n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 5 ��5 f Type of Inspection: P 5p 4 Hood & Duct: Monitor: Address: ? / ( Suite #: S . C.. /NIA t L , Conta Person: t r- Bo1- -e--e Special Instructions: Phone No.: 50 5- 7o.6- 31 $ 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 TUKWItA FIRE DEPARTMENT -� -/c T-367- -47r7 o&- s 03ej PERMIT NUMBERS Wa. 98188 206 - 575 -4407 ,Approved per applicable codes. n Corrections required prior to approval. COMMENTS: c ok Inspector: s ly I Date: 7 ,)2 Hrs.: xi ) n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: `�(Le C�.� -s Sprinklers: Type of Inspection: 1 r+ ue ewLy / riN 1 • y N J Address: C Suite #: r 5 L 1_ Contact Pe lson: J let. Special Instrucctions: Phone No.: SO '7 - 31Yv 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 � - 3 PERMIT NUMBERS 444 Ando Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. L orrections required prior to approval. COMMENTS: ETh -eIt1 o _CAI' 1 P� I 7 6A-Q l 44-/c A - Prt)t) et opt._ /14..4.-CA, S Inspector: ', 5-i y Date: '712 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: S k C cH (5 ,—,2 S U A Type of Inspection: S Pie ► m tLur - x-- Address: 81 (0 S, < ". g /11 vt w Suite #: Contact Person: W - =� - -rz Special Instructions: Phone No.: yZS - `✓ ■ - 01 00 (off.) 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 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 oa -3 - 4v 08 - 5 - 635 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Q tC *Tv C 0 v >;--- G Pce-- vt,t e 1• Da() 0 )L Inspector Date: 0/0 Hrs.: 7i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: S K 4 -c k c2 S Type of Inspec Address: g I(0 S Suite #: C . M r- L Contact, Person: CCU Special Instructions: Occupancy Type: Phone No.: Lids'- 73b- vas 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: rk East, Tukwila, Wa. 98188 206 -575 -4407 COMMENTS: Inspector: (% Date: y i 5 5' Hrs.: INSPECTION NUMBER J 7_ - A pProved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 (4:. 7 d�- S- 0 )1 PERMIT NUMBERS ri Corrections required prior to approval. $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 Info Project Address Skechers Tukwila, WA . ,..� r V ror ■ v. a t ODF COMPLIANCE orBuildirlg� artment 1` oo���� Us �� NOV f 3 O 2O y � / Westfield Southcenter Mall Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: 86.0 Project Description • New Building • Addition .'a Alteration d lu kW' ki ■ _in e Refer to WSEC Section 1513 for controls and commissi 86.0 Compliance Option 0 Prescriptive • Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ■ No changes are being made to the lighting II Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 100A70S - Adjustable Downlight, (1)70 -W )Di, Electronic E 12 86.0 1032.0 100A7OW - Adjustable Downlight, (1)70 -W MH, Elect. Ballast 2 86.0 172.0 100B70W - Adjustable Downlight, (2)70 -W MH, Elect. Ballast 3 172.0 516.0 100D170W - Track Head, (1) 70 -W MH, Electronic Ballast 7 86.0 602.0 1008325 - Downlight, (1) 32 -W TRT, Electronic Ballast 3 35.0 105.0 100E32W - Downlight, (1) 35 -W TRT, Electronic Ballast 3 35.0 105.0 1005 - LED Strip Light, 2 -W Per Linear Foot 84 2.0 168. 0 100070ALU - Suspended Pendant, (1) 25 -W CPL, Elect. Ball 5 28.0 140.0 102E32 - 4. Strip Light, (1) P32T8, Electronic Ballast 23 32.0 736.0 103K - Pan /Light, 100 -W, Incandescant 1 100.0 100.0 100 Track - 30 -W Per Linear Foot 40 30.0 1200.0 Location (floor /room no.) Occupancy Description Allowed Watts s per � " Area in ft Allowed x Area 101, 102, 103 Retail 1.50 2413.0 3619.5 100 Retail - Table 15 -1, Footnote 10 (Track 4 D170W) 1.50 1208.0 1812.0 2006 Washin•ton State Nonresidential Ener. Code Com•Iiance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage ** From Table 15 -1 (over) - document all exceptions on form LTG-LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the Tamp 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. RECEIVED CITY OF TUKWIIA SEP 2 0 ?007 PERMIT CENTER FILE COPY Permit Noe ect to errors and o :ss n Plar reviPv. approval Is sub] : �4� O the ►, f . r r Grt' - • 007 Total Allowed Watt 5431.5 Total Proposed Watt s) 4876.0 Use' LPA` (W/sf) 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 hal1 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers o Other Qualification Checklist Note: If occupancy type is'Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) R Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic balia6 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -1 Unit Lighting Power Allowance (LPA 2006 Washin ton State Nonresidential Ener Code Com•liance Form Revised July 2007 s 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 1501t with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft 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 drectly 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 Skechers Tukwila, WA 'Date 8/10/2007 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 Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E2 yes 1513.2 Area controls Maximum limit per switch E2 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E2 yes vertical glazing Indicate vertical glazing on plans E2 n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E2 1513.5 Exterior shut -off Schedule with type and features, indicate location p.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E2 EXIT SIGNS (Section 1514) yes I 1514 (Max. watts Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yea 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 I TRANSFORMERS (Section 1540) n.a. 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: 2006 Washin ton State Nonresidential Ene • Code Com•Iiance Form • Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming 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 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 tuming off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). 9nnR Wachinntnn Statc Nnnrccirinntial Fnornu rnrin rmmnlianrn I nrm EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or Cooling Equipment Schedule Equip. ID Brand Name' Model No . Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location VAV -1 CARRIER 45J NA 2750 NA NA NA CEILING Fan Equipment Schedule Equip. ID Brand Name' Model No .I CFM SP HP/BHP Flow Control Location of Service VAV -1 CARRIER 45J 2750 34100 (2) 0.75 VAV CEILING 34100 97.000 Heating Equipment Schedule Equip. ID Brand Name' Model No . Capacity Btu/ti Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency VAV -1 CARRIER 45J 34100 2750 34100 34100 97.000 Project Info Project Address Skechers Tukwila, WA Date 8/10/2007 Westfield Southcenter Nall For Building Dept. Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ® Indudes Plans 2006 Washin ton State Nonresidential Ene Code Come Hance Form Mechanical Summary MECH -SUM Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option • Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 System Description If Heating /Cooling 0 Constant vol? Q Air cooled? ■ Packaged sys? • <20,000 Btuh? See Section 1421 for full description System or Cooling Only: Split system? Economizer included? • • of Simple qualifications. If Heating Only: • <5000 cfm? • <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only 2006 Washin ton State Nonresidential Ener• Code ComeIiance Form otal Ca . wo economize <240,000 Btuh r 10 %' ( Reference Section 1421 Heating/Cooling or Cooling Only Yes CSedi 1423 Reference Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans 2006 Washington State Nonresidential Energy Code Compliance Forms Checklist MECH -CHK Revised July 2007 Project Address skechers Tukwila, WA 'Date 8/10/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requirec Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M2 n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans Mi yes 1412.2 Deadband control Indicate 5 degree deadband minimum M3 11.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback indicate thermostat with night setback and 7 diff. day types M3 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage Mi n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yea 1412.7 Balancing Indicate balancing features on plans M1 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans M n.a. 1423 Economizers Equipment schedule 1413 Alr economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule no 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary M1M3 yes 1414.2 Duct insulation Indicate R -value of insulation on duct n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan M3 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M no 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M n.a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping P n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable altemative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu/h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint 2. Equipment with full bad demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity ( nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 1t2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is Tess than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak Toad calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures 011 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable altemative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu/h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint 2. Equipment with full bad demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity ( nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 1t2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is Tess than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak Toad calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures 011 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, ,.2p flpg ag Xg,1a4jsjntiaLEnergy Canopliance.Eami __.._... duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut-off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1416 Piping Systems 1416.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping installed within unitary HVAC equipment Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 1 )1 - 3`7a Tenant improvement permit for [tenant name], Tukwila Permit No. 0 ? 3G to the following condition: is issued subject 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 Building Division. This condition is hereby acknowledged by: Print Na Title ( c -� �► n' Z� c `�, S keGL.tet, s V S Tenant Name: RECEIVED CITY OF TUKWILA MAR 10 2008 ERMi1 QE,NTER ' Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO, etc). The contractor, contact person for the project or the architect will not be acceptable. CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT 1�..4 �.vrvil N s0- xGoi ... vstervi ,. , „vs rte sr4sr s as�s�a State of California County of S 1t S On 31 ate e before me, t�`'1 SAY reprised Nadie and Title of the Off. vk Cc Na me(sy of ign r4�L personally appeared 8. Notary • ln 1 LZ #J Angst County epaktin30,20i Place Notary Seal Above Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHTTHUMBPRINT OF SIGNER Top of thumb here } who proved to me on the basis of satisfactory evidence to be the personisrwhose name(s) is/a e- subscribed to the within instrument and acknowledged to me that he /she tbe* executed the same in hisAietftheirauthorized capacity(4es), and that by him - .,sir- signature(s).on the instrument the person(s); or the entity upon behalf of which the person(sjacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand : nd official sea Notary Signature OPTIONAL tore of .Iic Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: S Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here ®2007 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 •Chatsworth, CA 91313.2402 • www.NationalNotary.org item #5907 Reorder: Call Toll -Free 1- 800-876 -6827 4KraZari & ASSOCIATES, INC. April 7, 2008 KA No. 066 -08056 RECE 'ED 'APR 14 2088 Mr. Dan Towle National Building Contractors 1650 Carroll Ave St. Paul, MN 55104 RE: Special Inspection Sketchers Tukwila, WA Dear Mr. Towle, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION 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 March 28, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Chipman Adams Attn: Justin Carroll, Architect Schnackel Engineers Inc, Engineer COMiMUN1TY DEVELOPUENT Offices Serving The Western United States Permit No. 07 -370 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08056 DFR Template V.� aZn & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �R e "eft PROJEC #: PROJECT: if{e4erir LOCATION: .Yvizr KRAZAN PROJECT MANAGER: 1/&z r 9f- coeY mP /- e..lr ,0i4e` i .% !t ' ✓. i ' !�� �r -inerizzomert- 4 1' .4 11 .; drar j) /,bky Lei CA/fined tiler` ' inerit)7610 r 1p A:r t cg.- And btittxk i ! ! .r• ! / ./ /i!. a. > rL I _iii Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed In accordance w th the approved plans, specifications, and regulatory requirem . Superintendent /Representative: 1501 Field Report.doc CONTRACTOR: 4/ C JURISDICTION: 0/r_ 4� , %,��, /� �V PERMIT #: ' _ INSPECTOR: _ Ar WEATHER: 4 0-07 , 0 1 --- r TEMP: t3 Serving the Western Unit Technicia FIELD REPORT NO: 8 u 316 States Revision 1 Effective Date: 5/25/05 02 -12 -2008 DANIELLE GRATIOT 805 LAKE AV, STE 650 PASADENA CA 91101 RE: Permit Application No. D07 -370 816 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/20/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/18/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/18/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fig Ter Marshall 't Technician xc: Permit File No. D07 -370 City of Tukwila Jim Haggerton, Mayor Department of Communit,' Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 11, 2007 Danielle Gratiot 80 S Lake Ave, Suite 650 Pasadena CA 91101 Dear Ms. Gratiot, Bill Rambo Permit Technician encl File No. D07 -370 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -370 Skechers USA – Southcenter Mall This letter is to inform you of corrections that must be addressed before your development pennit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, R•CtAJ41 P:\Pernrit Center\Correction Letters\ZOOM/07 -370 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 1, 2007 Project Name: Skechers USA Permit #: D07-370 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 specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2"). Details shall include seismic bracing requirements. (ASCE Standards 9.6.2.6.2.2.) 2. The 2003 ANSI requires an 18" vertical grab bar on the adjacent wall to the toilet. Revise plan to show vertical grab bar. In addition provide a note requiring pipes under the sink shall be covered or protected. (2003 ANSI 604.5.1 & 606.6) Should there be questions concerning the above requirements, contact the Building Division at 206431.3670. No further comments at this time. ACTIVITY NUMBER: D07 -370 DATE: 05 -28 -08 PROJECT NAME: SKECHERS SITE ADDRESS: 816 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B l : l 1.• ion � Pub jp Work 6 - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS R CORRECTIONS: 12 ?■ Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required t "VII Planning Division Permit Coordinator DUE DATE: 05 -29 -08 Not Applicable ❑ No further Review Required DUE DATE: 06 -26 -08 ACTIVITY NUMBER: D07 -370 DATE: 11 -14 -07 PROJECT NAME: SKECHERS USA SITE ADDRESS: XXX SOUTHCENTER MALL, STE 1140 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: B i 'J n g i ivisi i Public Works Complete Comments: Approved ❑ Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2&02 PE�wr , vUORD COPY �- PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11-15-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: Approved with Conditions DUE DATE: 12-1 3-07 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -370 DATE: 09 -20 -07 PROJECT NAME: SKECHERS USA SITE ADDRESS: XXX SOUTHCENTER MALI X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: PublicWorks aV 1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: i1 APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ Structural Review Required 6 1I �111/0/ la"90 4 — Fire Prevention PI'akir3 Division ❑ Permit Coordinator ❑ DUE DATE: 09-25-07 Not Applicable ❑ No further Review Required DATE: DATE: DUE DATE: 10-23-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg. Fire ❑ Ping ❑ PW ❑ Staff Initials: "'U� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: pe LA) s 'loft frrwf Summary of Revision: Received by: - 1 �►Ae s Q,, -,--,) ,� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: S ILt(,i,t f PERMIT NO: DM' 370 SITE ADDRESS: 8 ( lP S 004-ivevvi Mc, � ( ORIGINAL ISSUE DATE: - 10 REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: Z.- C`) Created: 8 -13 -2004 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: jittp : //www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # t ' Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: `J (t5`l — 3- 0 Steven M. Mullet, Mayor Steve Lancaster, Director s s 39 Y (, «� >s i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: cy. e2 c 4-E e Q S Project Address: 4,3 p3 Sot-t i_l CP h -k1° 2 rw► Gj Contact Person: 'Z tx L'Q Phone Number: ( d ? b 6 8 R Summary of Revision: &ew 'S'T-a r2 e 4tm RECEIVED err 1.A MAY 2 8 2008 PERU - CENT ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,, R47k 1 gr Entered in Permits Plus on t ')-i —() 9 Vppliations\fornu- applications on knelrevision submittal Date: 11 -07 -07 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.cltukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -370 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TI I MIILA NOV 14 2007 Steven M. Mullet, Mayor Project Name: Skechers USA Project Address: XXX Southcenter Mall 1 6444e , 1140 Contact Person: Danielle Gratiot Phone Number: 626.685.2800 Summary of Revision: Response 1: Please refer to sheet A - 10 for new details about the suspended gypsum board ceiling. Detail 1 shows the type of perimeter supporting enclosure angle and detail 2 includes the the seismic bracing requirements per the ASCE Standards. RAsponse 9 Please refer to sheet A -1 in detail 1 An 18" vertical grab har has been shown 40" from the rear wall and 40" above the finish floor A note has also been added to restrnom elevation r1 stating the pipes below the sink are to be covered and protected. Sheet Number(s): A -1 & A -10 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l((1 t . \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 I , Z Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 $ink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 f 4 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification 20 44 e t4 nie: /f A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units j g Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ Lib RCE Mont ly: Six Month' 1A /L..." __ Vinn r', . nfi, A B 4 11) 6 tio RCE King County Vailnw — I nn.l Ccu,or Anonnv Pink — Cou,or r:i ictnmor Department of Natural Resources and Parks (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Property Tax ID # to 3h Z — U 1 Owner's Name Sk_ G fl ors (Last, First, Middle Initial) Party to be Billed (if different from owner) Subdivision Name Lot # Party's Mailing Address: Subdiv. # Block # Building Name (if applicable) 'IC 11' k ( I Property Street Address S1 to Ses Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. City or Sewer District Date of Connection City, State, ZIP 1 (A kv, t 14 w Pr g i t 8 g Side Sewer Permit # Owner's Phone Number ( ) ?1 -2' $2 K ¢ Owner's Mailing Address (if different from above) 22-i A to -n:& J t -41 4 1101 61A qt)24. or Property Contact Phone # (__) Demolition of pre - existing building? O Yes Xislo Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA MAR 1.0 2008 I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require res - ' ion of corrected data for determination of a re sed ca e : city charge. Signature of 0 Representative Print Name of Owner/ Representative /74i'" et) Date 3!/c /e License Information License NATIOBC962RG Licensee Name NATIONAL BUILDING CONTRACTORS Licensee Type CONSTRUCTION CONTRACTOR UBI 601990646 Ind. Ins. Account Id #4 Business Type INDIVIDUAL Address 1 1650 CARROLL AVE Address 2 City SAINT PAUL County OUT OF STATE State MN Zip 55104 Phone 6512221859 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/7/2004 Expiration Date 12/7/2008 Suspend Date Separation Date Parent Company Previous License NBCGECI011QC Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CORCORAN, WILLIAM B OWNER 12/07/2004 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 BANCINSURE INC BIWA24216A 11/01/2005 Until Cancelled $12,000.00 12/02/2005 #3 BANCINSURE INC BIWA22928A 11/01/2004 Until Cancelled 11/01/2005 $12,000.00 11/15/2004 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= NATIOBC962RG 03/10/2008 RESPONSIBILITY MATRIX ? " and may include additional plan review Tees. NATIONWIDE SECURITY 9045 E. IMPERIAL HWY. DOWNEY, CA 90242 PHONE: 800 - 804 - 0063 x2228 CONTACT: MICHELE THOMASON NO. DESCRIPTION P.O REQ. SUPPLIED BY INSTALLED BY REMARKS PROFORMA RETAIL SPACE SOLUTIONS (MOBILE SHELVING - STOCKROOM) 72 ST. ANDREWS DR., UNIT 2 BRANTFORD, ONTARIO CANADA N3T 6H3 PHONE: 866- 533 -8233 CONTACT PERSON: KATHRYN MITCHELL SIGNAGE SOLUTIONS 1336 ALLEC STREET ANAHEIM, CA 92805 PHONE: 714-491-0299 FAX: 714 -491 -0439 CONTACT: HEATHER KETCHEM 1 ALARM YES NUTECH NUTECH COORDINATE WITH SKECHERS LOSS PREVENTION 2 AUDIO SYSTEM YES AV VENDOR AV VENDOR CONTRACTOR TO COORDINATE INSTALLATION 3 CEILING GRID NO CONTRACTOR CONTRACTOR SEE FINISH SCHEDULE - IF APPLICABLE. 4 CEILING PANELS NO CONTRACTOR CONTRACTOR SEE FINISH SCHEDULE - IF APPLICABLE D -1- DEMOLITION PLAN 5 CASHWRAP & BACKWRAP YES FIXTURE VENDOR CONTRACTOR CONTRACTOR TO INSTALL, FINISH SCHEDULE DIMENSION PLAN • 6 DISPLAY FIXTURES FLOOR YES FIXTURE VENDOR CONTRACTOR CONTRACTOR TO INSTALL, FINISH SCHEDULE 7 GRAPHICS HOLDERS YES GRAPHICS VENDOR CONTRACTOR SEE INTERIOR ELEVATIONS FOR LOCATIONS • 8 GRAPHICS INSERTS NO SKECHERS CONTRACTOR CONTACT VERNAL LARROUY AT SKECHERS • 9 INTERIOR PARTITIONS NO CONTRACTOR CONTRACTOR SEE FINISH SCHEDULE • 10 FLOORING INSTALLATION NO CONTRACTOR CONTRACTOR SEE FINISH SCHEDULE/FLOOR PLAN A -7 11 FLOORING MATERIAL YES SKECHERS CONTRACTOR SEE FINISH SCHEDULE A -8 ARCHITECTURAL DETAILS & MOBILE SHELVING DETAILS 12 VINYL BASE NO CONTRACTOR CONTRACTOR CONTRACTOR TO COORDINATE INSTALLATION, SEE FINISH SCHEDULE FIXED STORAGE SHELVING DETAILS 13 NON -VINYL BASEBOARD YES FIXTURE VENDOR CONTRACTOR SEE FINISH SCHEDULE 14 DOOR LOCKS (RE -KEY) YES* NATIONWIDE NATIONWIDE N.I.C. - COORDINATE WITH SKECHERS LOSS PREVENTION 15 DOOR ALARM NO CONTRACTOR CONTRACTOR DETEX, SEE PLAN FOR LOCATION 16 FIRE ALARM SYSTEM YES FIRE ALARM VENDOR FIRE ALARM VENDOR SEE PLAN FOR LOCATION 17 FIRE SPRINKLERS YES IRE SPRINKLER VENDOFIRE SPRINKLER VENDOR CONTRACTOR TO ADJUST AS NECESSARY M -3 18 FIRE EXTINGUISHERS YES FIRE SYS VENDOR FIRE SYS VENDOR CONTRACTOR TO COORDINATE INSTALLATION 19 HVAC AIR HANDLER UNIT NO CONTRACTOR CONTRACTOR CONTRACTOR TO PROVIDE WORKING SYSTEM. COORDINATE W/ LANDLORD ROOFING CONTRACTOR 20 HVAC DUCT I DIFFUSER NO CONTRACTOR CONTRACTOR CONTRACTOR TO MODIFY DUCTS AS NECESSARY 21 THERMOSTATS, SENSORS NO CONTRACTOR CONTRACTOR CONTRACTOR TO PROVIDE NEW THERMOSTAT & SENSORS 22 ELECTRICAL PANELS NO EXISTING CONTRACTOR SEE PLAN FOR LOCATION 23 LIGHT FIXTURES YES P.Q.L. CONTRACTOR SEE LIGHTING SCHEDULE 24 MONITERS W/ BRACKET YES AN VENDOR AN VENDOR MONITER BACKER SUPPLIED BY AN VENDOR, INSTALLED BY CONTRACTOR E -1 25 RESTROOM NO CONTRACTOR CONTRACTOR MULTIPLE ITEMS REQURIED E-2 LIGHTING PLAN 26 RESTROOM ACCESSORIES NO CONTRACTOR CONTRACTOR MULTIPLE ITEMS REQURIED ELECTRICAL SCHEDULES & DETAILS 27 STOCKROOM SHELVING YES FIXTURE VENDOR CONTACTOR CONTRACTOR TO INSTALL 28 STOCKROOM EQUPMENT YES STAPLES CONTRACTOR SEE SHEET A -3 FOR DIRECT ORDER INFO. 29 LADDERS (WORKRM AREA) YES CONTRACTOR CONTRACTOR CONTRACTOR TO COORDINATE ORDER AND DELIVERY 30 WATER DISPENSER YES SKECHERS CONTRACTOR CONTACT SKECHERS' CONSTRUCTION DEPTARTMENT FOR DETAILS 31 TRASH SERVICE NO - - CONTACT LANDLORD 32 SAFE YES* CSS CONTRACTOR CONTRACTOR TO BOLT TO FLOOR - REFER TO FLOOR PLAN FILE COPY 33 SIGNAGE - INTERIOR YES SIGN VENDOR SIGN VENDOR CONTRACTOR TO COORDINATE INSTALLATION UNDER SEPARATE PERMIT perm, • 34 SIGNAGE EXTERIOR YES SIGN VENDOR SIGN VENDOR 35 WINDOW DECALS YES SIGN VENDOR SIGN VENDOR SEE EXTERIOR ELEVATIONS 1,1r- raulaw to MA RA is SubJect to error and 36 GLASS TILE YES CONTRACTOR CONTRACTOR SEE FINISH SCHEDULE A of �� � S , or - the violation of any aced or °'I'' o, approve. i - i .f, . r ..: —" r - - — 1`7 B �� y:.(JA _I�/�'�.- . . BUIILDINC DNIVO r * P.O. FOR THESE VENDORS WILL BE ISSUED BY SKECHERS LOSS PREVENTION DEPARTMENT - REFER TO PROJECT DIRECTORY. 3cbA , ti o ^o ,moo PREMIUM QUALITY LIGHTING 1871 TAPO ST. SIMI VALLEY, CA 93063 PHONE: 800 - 323 -8107 FAX: 805- 579 -8822 CONTACT: LISA FIEDLER NATIONWIDE SECURITY 9045 E. IMPERIAL HWY. DOWNEY, CA 90242 PHONE: 800 - 804 - 0063 x2228 CONTACT: MICHELE THOMASON DS WATERS 5660 NEW NORTHSIDE DRIVE, SUITE 500 ATLANTA, GA 30328 PHONE: 678 -486 -3637 CONTACT: PHIL GANT CORPORATE SAFE SPECIALISTS 14825 McKINLEY POSEN, IL. 60469 PHONE: 800- 342 -3033 x118 FAX: 714- 633 -0199 CONTACT: PAIG PARISH EUROWEST (TILE) 1380 SOUTH VERNON ST. ANAHEIM, CA 92805 PHONE: 818- 383 -0999 FAX: 714- 937 -7510 CONTACT: EDMOND ORDUBEGIAN CS COVER SHEET CONTACT: BETTY POTTS PROFORMA RETAIL SPACE SOLUTIONS (MOBILE SHELVING - STOCKROOM) 72 ST. ANDREWS DR., UNIT 2 BRANTFORD, ONTARIO CANADA N3T 6H3 PHONE: 866- 533 -8233 CONTACT PERSON: KATHRYN MITCHELL SIGNAGE SOLUTIONS 1336 ALLEC STREET ANAHEIM, CA 92805 PHONE: 714-491-0299 FAX: 714 -491 -0439 CONTACT: HEATHER KETCHEM ELS ENTERTAINMENT LIGHTING SOLUTIONS 11440 SHELDON ST. SUN VALLEY, CA 91352 PHONE: 800- 622 -6628 COLOR KINETICS GRAPHICS FRAME VENDOR: T -1 GENERAL NOTES & CONVENTIONS *CONTRACTOR TO CONTACT SKECHERS' PROJECT MANAGER BEFORE CONSTRUCTION BEGINS TO DETERMINE WHICH VENDORS WILL BE USED FROM ABOVE LIST. T -2 GENERAL NOTES T -3 GENERAL NOTES D -1- DEMOLITION PLAN • • A -1 DIMENSION PLAN • • A -2 FINISH PLAN A -3 FIXTURE PLAN • • • A-4 REFLECTED CEILING PLAN • • • • A -5 INTERIOR & EXTERIOR ELEVATIONS • • A -6 STOREFRONT SECTIONS & DETAILS A -7 ARCHITECTURAL DETAILS A -8 ARCHITECTURAL DETAILS & MOBILE SHELVING DETAILS A -9 FIXED STORAGE SHELVING DETAILS • A -10 SUSPENDED CEILING DETAILS • M -1 MECHANICAL PLAN M -2 MECHANICAL SCHEDULES & DETAILS • M -3 MECHANICAL SPECIFICATIONS • P -1 PLUMBING PLAN " P -2 PLUMBING SCHEDULES, DETAILS & RISERS • P-3 PLUMBING SPECIFICATIONS • • E -1 ELECTRICAL PLAN • • E-2 LIGHTING PLAN • • E-3 ELECTRICAL SCHEDULES & DETAILS • E-4 ELECTRICAL SPECIFICATIONS a REVIEWED FOR CODE COMPLIANCE APPROVED • JUN - 2 2 ACCEL GROUP (FIXTURES) 325 QUADRAL DR. WADSWORTH, OH 44281 PHONE: 800- 747 -0317 x119 FAX: 330-336-1224 CONTACT: DENNIS CARRACHER PREMIUM QUALITY LIGHTING 1871 TAPO ST. SIMI VALLEY, CA 93063 PHONE: 800 - 323 -8107 FAX: 805- 579 -8822 CONTACT: LISA FIEDLER NATIONWIDE SECURITY 9045 E. IMPERIAL HWY. DOWNEY, CA 90242 PHONE: 800 - 804 - 0063 x2228 CONTACT: MICHELE THOMASON DS WATERS 5660 NEW NORTHSIDE DRIVE, SUITE 500 ATLANTA, GA 30328 PHONE: 678 -486 -3637 CONTACT: PHIL GANT CORPORATE SAFE SPECIALISTS 14825 McKINLEY POSEN, IL. 60469 PHONE: 800- 342 -3033 x118 FAX: 714- 633 -0199 CONTACT: PAIG PARISH EUROWEST (TILE) 1380 SOUTH VERNON ST. ANAHEIM, CA 92805 PHONE: 818- 383 -0999 FAX: 714- 937 -7510 CONTACT: EDMOND ORDUBEGIAN NUTECH NATIONAL 150 CANDACE DR. MAITLAND, FL. 32751 PHONE: 800 - 873 -2580 STAPLES DIRECT 500 STAPLES DR. FRAMINGHAN, MA 01701 PHONE: 800 - 333 -3330 x1 CONTACT: BETTY POTTS PROFORMA RETAIL SPACE SOLUTIONS (MOBILE SHELVING - STOCKROOM) 72 ST. ANDREWS DR., UNIT 2 BRANTFORD, ONTARIO CANADA N3T 6H3 PHONE: 866- 533 -8233 CONTACT PERSON: KATHRYN MITCHELL SIGNAGE SOLUTIONS 1336 ALLEC STREET ANAHEIM, CA 92805 PHONE: 714-491-0299 FAX: 714 -491 -0439 CONTACT: HEATHER KETCHEM ELS ENTERTAINMENT LIGHTING SOLUTIONS 11440 SHELDON ST. SUN VALLEY, CA 91352 PHONE: 800- 622 -6628 COLOR KINETICS GRAPHICS FRAME VENDOR: 4733 TORRANCE BLVD., SUITE #354 TORRANCE, CA 90503 PHONE: 310 - 787 -1454 CONTACT: BEVERLY FRICK *CONTRACTOR TO CONTACT SKECHERS' PROJECT MANAGER BEFORE CONSTRUCTION BEGINS TO DETERMINE WHICH VENDORS WILL BE USED FROM ABOVE LIST. TENANT IMPROVEMENT FOR: RESPONSIBILITY MATRIX SCALE: N.T.S. WESTFIELD SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SPACE #1140 TUKWILA, WASHINGTON 98188 NOTE TO CONTRACTORS: ALL SUBCONTRACTORS SHALL RECEIVE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND SHALL BE RESPONSIBLE FOR THEIR COMPLETE SCOPE OF WORK REGARDLESS OF WHERE IN THE DOCUMENT SET THE DESCRIPTION OF WORK APPEARS. CONTRACTORS VERIFICATION OF RESPONSIBILITES: CONTRACTOR SHALL REPORT ANY DISCREPANCIES, OMISSIONS OR INCONSISTENCIES ON THE DRAWINGS TO THE ARCHITECT FOR VERIFICATION BEFORE STARTING CONSTRUCTION. OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ERRORS IN CONSTRUCTION WHERE SUCH DISCREPANCIES, OMISSIONS OR INCONSISTENCIES HAVE NOT BEEN PROPERLY REPORTED IN A TIMELY MANNER. .__ REVISIONS No rhanpes shall be made to the scone of work without prior approval of 1 n, Rovic;nnR w ill requ a new plan submittal ns. ae pt ed: SCOPE OF WORK INTERIOR RENOVATION TO AN EXISTING COMMERCIAL STRUCTURE,INCLUDING BUT NOT LIMITED TO: CEILING: NEW GYP. BD. CEILING IN SALES AREA. NEW ACOUSTICAL TILE CEILING IN STOCKROOM. INTERIOR IMPROVEMENTS: FINISHED DRYWALL STOCKROOM WALLS TO 6" BELOW THE UNDERSIDE OF ROOF DECK, TAPED, SANDED AND PAINTED NEW FINISHES INCLUDING PAINT, INSTALLATION OF DISPLAY FIXTURES, NEW STORAGE SHELVING. (STORAGE RACKS ARE UNDER SEPARATE PERMIT) ELECTRICAL SYSTEM: NEW LIGHTING: NEW TRACK LIGHT FIXTURES AT SALES FLOOR, NEW FLOURESCENT STRIP LIGHTING IN STOCK ROOM. EMERGENCY LIGHTS, THERMOSTATS AND SENSORS. NEW POWER CONNECTIONS, SECURITY AND ALARM SYSTEMS. PANEL L MIN. 125 AMPS. FLOORING: NEW TILE IN SALES AREA & SHEET VINYL IN STOCKROOM. PLUMBING SYSTEM: NEW BATHROOM: TOILET, SINK, ACCESSORIES & FINISHES. MECHANICAL SYSTEM: NEW HVAC SYSTEM. FIRE SYSTEM: NEW FIRE SAFETY SYSTEM. (UNDER SEPARATE PERMIT) SIGNAGE: INSTALL NEW EXTERIOR SIGN AND INTERIOR DISPLAY SIGNAGE. (UNDER SEPARATE PERMIT) DN SCOPE OF WORK SCALE: PROJECT VENDORS SCALE: N.T.S. 8 PROPOSED SKECHERS SCALE: TOTAL BUILDING AREA: CONSTRUCTION TYPE OCCUPANCY TYPE GENERAL BUILDING LIMITATIONS (CHAP. 5 & 6): BUILDING HEIGHT = UNCHANGED BUILDING AREA = 2,623 S.F. BUILDING OCCUPANT LOAD: MERCANTILE (1 PER 30 S.F.) 1,2071 S.F. / 30 S.F. STORAGE (1 PER 300 S.F.) 1,121 S,F./ 300 S.F, TOTAL NO. OF EMPLOYEES: NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED EXIT WIDTH REQUIRED (TABLE 10 -A) EXIT WIDTH PROVIDED 1. THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: - 2006 INTERNATIONAL BUILDING CODE w/ WASHINGTON STATE AMENDMENTS - 2006 INTERNATIONAL MECHANICAL CODE w/ WASHINGTON STATE AMENDEMENTS - 2006 UNIFORM PLUMBING CODE w/ WASHINGTON STATE AMENDMENTS - 2006 INTERNATIONAL FIRE CODE w/ WASHINGTON STATE AMENDMENTS - 2005 NATIONAL ELECTRICAL CODE w/ WASHINGTON STATE AMENDMENTS - 2006 WASHINGTON STATE ENERGY CODE - CHAPTER 11 IBC & OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 - 2003 2. CONTRACTOR SHALL PREPARE AND ACQUIRE FROM THE OWNER AND THE CITY OF TUKWILA FIRE AND BUILDING DEPARTMENTS PRIOR TO INSTALLING APPROVALS FOR FIRE SPRINKLER SYSTEM. CODE REVIEW SCALE: RETAIL: 1,207 S.F. STORAGE: 1,121 S.F. VENDOR NOTES SCALE: N.T.S. SCALE: N.T.S. NORDSTROM PROJECT DATA: TOTAL 2,623 SQ. FT. II -B, UNPROTECTED NONCOMBUSTIBLE M, MERCANTILE - COVERED MALL = 40 = 4 = 44 OCCUPANTS 3 EMPLOYEES MAX. AT ANY GIVEN TIME 1 2 44 PERSONS x 0.2" = 8.8" 108" BUILDING CODES: 1. CONTRACTOR SHALL COORDINATE THE DELIVERY (DATE, TIME) AND INSTALLATION OF ALL PRODUCTS SUPPLIED BY THE LISTED VENDORS, WHERE APPLICABLE. 2. ALL VENDORS SHALL VERIFY DATE OF DELIVERY WITH CONTRACTOR UPON RECEIPT OF AN APPROVED PURCHASE ORDER FROM SKECHERS, USA. SEE RESPONSIBILITY CHART. 3. IT IS THE VENDORS RESPONSIBILITY TO INSURE THAT THEIR MATERIALS OR FIXTURES ARE DELIVERED TO THE JOBSITE UNDAMAGED. IN THE EVENT THAT DAMAGE OCCURS DURING SHIPPING, THE VENDOR SHALL IMMEDIATELY REPLACE ALL DAMAGED MATERIAL OR FIXTURES AT NO COST TO SKECHERS USA OR THE CONTRACTOR. ALL CLAIMS MADE FOR DAMAGES DURING SHIPPING WILL BE MADE BY THE VENDOR DIRECTLY WITH THE SHIPPING AGENT. 4. UPON DELIVERY AND ACCEPTANCE OF VENDOR SUPPLIED PRODUCTS, IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE ITEM IN LIKE NEW CONDITION UNTIL TURN OVER OF STORE. 5. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY LENNY SMITH OF SKECHERS LOSS PREVENTION. SKECHERS LOSS PREVENTION WILL REPLACE EXISTING DOOR CYLINDERS WITH MEDICO CYLINDERS. 6. THE SKECHERS USA VIDEO MUST BE OBTAINED ON SITE BY THE CONTRACTOR PRIOR TO TURN OVER DATE. CONTACT PROJECT MANAGER AT SKECHERS USA. 7. PRIOR TO TURN OVER TO RETAIL, CONTRACTOR IS RESPONSIBLE FOR A COMPLETE CLEANING, INCLUDING EXPOSED CEILING ELEMENTS AND JOISTS. 8. THE GENERAL CONTRACTOR SHALL INVENTORY THE LIGHTING FIXTURES AND LAMPS UPON RECEIPT OF SHIPMENT FROM PREMIUM QUALITY LIGHTING. SHOULD ANY INACCURACIES OR DAMAGE TO SHIPMENT OCCUR, THE CONTRACTOR MUST CONTACT LIGHTING VENDOR. UPON ACCEPTANCE OF SHIPMENT, LIGHTING FIXTURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING STOCK ROOM LADDERS. PROVIDE VENDOR (O'CONNOR) WITH HEIGHT OF SHELVING AND NUMBER OF LADDERS REQUIRED. ORDER ONE SERIES 400 LADDER PER 2000 PAIRS (OR PORTION) OF STOCKROOM STORAGE CAPACITY. 10. CONTRACTOR SHALL COORDINATE INSTALLATION OF WATER DISPENSER, SEE VENDOR DIRECTORY AND RESPONSIBILITY CHART. 11. FIREMASTER SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE GOVERNING FIRE AUTHORITY. CONTRACTOR SHALL COORDINATE INSTALLATION. 12. IF ITEM SHOWN IN RESPONSIBILITY CHART IS SHOWN AS EXISTING, CONTRACTOR MUST MAKE SURE THAT ITEM IS IN WORKING AND LIKE NEW CONDITION. SITE MAP - LOWER FLOOR macys . . . . y ❑ ❑ ❑ ❑ SHEET INDEX SCALE: SKECHERS USA 228 MANHATTAN BEACH BLVD. MANHATTAN BEACH, CA 90266 PHONE: 310 -318 -3100 FAX: 310 -937 -1360 CONSTRUCTION DEPT. CONTACT: BRUCE WILLIAMS PHONE: 310- 318 -3100 x4210 FAX: 310 -937 -1360 brucew @skechers.com PURCHASE DEPT. CONTACT: PHONE: 310 -318 -3100 FAX: 310- 937 -1360 LOSS PREVENTION DEPT, CONTACT: LENNY SMITH PHONE: 310 - 318 -3100 x4802 FAX: 310-374-6491 lennys @skechers.com VISUAL MERCHANDISE DEPT. CONTACT: VERNA LARROUY PHONE: 310 - 318 -3100 x4980 FAX: 310 -374 -6491 vernal @skechers.com WATER COMPANY: 600 MINKLER BLVD. TUKWILA, WA 98188 PH: 206.433.1863 (WATER) PH: 206.433.1864 (SEWER) GAS SERVICE: PUGET SOUND ENERGY 10885 NE 4TH STREET PO BOX 97034 BELLEVUE, WA 98009 PH: 425,452.1234 SCALE: N.T.S. PROJECT DIRECTORY CONTRACTOR: T.B.D. UTILITIES DIRECTORY ARCHITECT: CHIPMAN ADAMS LTD. ARCHITECTS 80 S. LAKE AVE., SUITE 650 PASADENA, CA 91101 PHONE: 626- 685 -2800 FAX: 626 -685 -2803 MEP ENGINEER: SCHNACKEL ENGINEERS, INC. 3035 S. 72ND ST OMAHA, NE 68124 PHONE: 402 -391 -7680 FAX: 402-391-7488 TELEPHONE COMPANY: QWEST BUSINESS CUSTOMERS PH: 1.800.603.6000 LDIN D ON LANDLORD: WESTFIELD CORPORATION, INC. TENANT COORDINATION DEPT. 11601 WILSHIRE BLVD., SUITE 1100 LOS ANGELES, CA 90025 PH: 310.575.5959 CONTACT: JOSHUA KIMMEL FIRE SPRINKLER VENDOR: T.B.D. FIRE ALARM VENDOR: T.B.D. ROOFING VENDOR: CASCADE ROOFING 6308 212TH ST. SW LYNWOOD, WA 98036 PH: 206.464.0441 CONTACT: BOB PETERSON BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 PH: 206.431.3670 FIRE DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WA 98188 PH: 206.575.4404 DIRECTORIES REVISION NEI_ JCPenney PROPOSED SKECHERS SPACE # 1140 NORTH ❑ Q z 2 0 U 6367 ARCHITECT ARCHITECT Scale Sheet No. 0 0 N 'o a7 v CD 0 E '° Op y I— m 0 • C .0 z - 6 — � Z o 0 go Q � Drawn By DLG 0 0 •o a0 0, CV ri o3 I- 2 CS A REVISION PER CLIENT / \ 05 -21 -08 Revisions A ISSUE TO LANDLORD 07 -06-07 A REVISION PER LANDLORD / \ 08 10 07 A REVISION PER LANDLORD / \ 09 -10 -07 A ISSUE FOR PERMIT / \ 09 10 07 A REVISION PER CITY • \ 11 07 07 A REVISION PER CLIENT / \ 03 07 08 Q ISSUE FOR CONSTRUCTION 03 -07 -08 A. HIPMAN OF WASHINGTON RECEIVED MAY 2 8 2008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OP TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. Checked By DTR Date 05 -21 -08 1oe 0 7 -9110 1.1 THE TERM "CONTRACTOR" IN THE PLANS SHALL REFER TO THE GENERAL CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE SUBCONTRACTOR WORK WITH THESE PROJECT DOCUMENTS. 1.2 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, STANDARD FORM OF THE AMERCIAN INSTITUTE OF ARCHITECTS, CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALL MODIFIED BELOW AND /OR BY THE AGREEMENT. 1.3 PRIOR TO BEGINNING ANY WORK, THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF HIS WORK AND ALL REALTED WORK FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE AND THE START AND PROJECTED COMPLETION DATES. 1.4 ALL WORK PERFORMED BY THE CONTRACTOR/SUB - CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS INCLUDING LANDLORD'S REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 1.5 WHERE THE CONTRACT NOTES OR DRAWING CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. 1.6 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIALS AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. CONTRACTOR SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OF DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 1.7 THE CONTRACTOR/SUB- CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES TO THE ARCHITECT. 1.8 ALL ARCHITECTURAL DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL REALTED DRAWINGS. 1.9 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMEN AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 1.10 THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS. 1.11 THE GENERAL CONTRACTOR SHALL NOTIFY THE SRCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 1.12 BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND TO ITS EXECUTION. 1.13 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, EHICH COULD HAVE BEEN FORSEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 1.14 EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT TH EJOB SITE AS IT RELATES TO THEIR WORK. 1.15 ALL CONTRACTORS SHALL CONTACT THE BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING OWNER FOR CONSTRUCTION TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COSTS. THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK SHALL BE DONE REGULAR TIME EXCEPT FOR "CONSTRUCTION ACTIVITY DISRUPTIVE TO MALL." 1.16 EACH CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND /OR MATERIALS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE PREMISES, INCLUDING THE FOLLOWING: A) DATE AND TIME OF DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION OVER PREMISES. OVERTIME CHANGES AND /OR ANY NECESSARY EXPENSE SHALL BE PAID BY CONTRACTOR REQUIRING SERVICE. B) ALL CHANGES INVOLVING THE INSTALLATION AND /OR OPERATION OF A HOIST SYSTEM, IF REQUIRED, SHALL BE BORNE BY THE CONTRACTOR USING THE SYSTEM.CHARGES INVOLVING THE TEMPORARY REMOVAL AND REINSTALLATION OF WINDOW SASH AND /OR FIXED PANELS REQUIRED FOR DELIVERY SHALL BE BORNE BY THE CONTRACTOR. C) DELIVERIES ARE TO BE MADE "DIRECTLY" INTO TENANT SPACE. 1.17 THE GENERAL CONTRACTOR, HIS SUBCONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL -TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 1 1.18 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN AND OTHER SUB - CONTRACTORS EMPLOYEES, INCLUDING THAT RUBBISH WHICH IS A BY- PRODUCT OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPLANY INSTALLATION, ETC. AND PROVIDE FOR ITS REMOVAL FROM THE PROPERTY. 1.19 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 1.20 WHERE THE TERMS "APPROVED EQUAL," "OTHER APPROVED," "EQUAL TO," "ACCEPTABLE" OR THE OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF THE ARCHITECTS. 1.21 THE GENERAL CONTRACTOR SHALL SUPPLY CUT SHEET SPECIFICATIONS OF ALL FIXTURES AND EQUIPMENT CALLED FOR ON DRAWING, I.E., LIGHT FIXTURES, HARDWARE, ETC. 1.22 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY THE ARCHITECT. THEY SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. THE ARCHITECT SHALL RESPOND IN TEN WORKING DAYS TO SUBMITTAL. NO SUBSTITUTIONS SHALL BE ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED. 1.23 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND FIXTURE CUT SHEETS TO THE OWNER FOR REVIEW. THEY SHALL PROVIDE (2) SETS OF BLUE LINES AND (1) SET OF REPRODUCIBLE PAPER SEPIAS. THE ARCHITECT SHALL HAVE 40 WORKING HOURS (5 DAYS) SHOP DRAWING TURN - AROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTS SIGNED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. 1.24 ALL WOODWORK, BLOCKING, GROUNDS, ETC. TO BE FIRE RETARDANT TREATED. 1.25 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. 1.26 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING MANAGEMENT AND ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO SAME CAUSED BY THEIR WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE CONE BY THE GENERAL CONTRACTOR. 1.27 THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR THEIR WORK UNTIL TURNED OVER TO THE CLIENT. 1.28 THE GENERAL CONTRACTOR SHALL INCLUDE IN THEIR ESTIMATE ALL COSTS, (INCLUDING OVERTIME WORK) FOR REMOVAL, NEW INSTALLATION AND REINSTALLATION WORK FOR ANY PLUMBING, CEILING (TAKE -DOWN AND REINSTALLATION), ELECTRICAL, TELEPHONE COMMUNICATIONS EQUIPMENT OR HVAC WORK ON CEILING PLENUM. 1.29 THE CONSTRUCTION NOTES AND /OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 1.30 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 1.31 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND APPROVAL OF THE DRAWINGS ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND THEY WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN. 1.32 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND TENANTS CONTRACTOR SHALL SUBMIT CERTIFICATES TO THE ARCHITECT. UPON COMPLETION OF WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING A) FIREPROOF WOOD TEST REPORT (IF REQUIRED) B) ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY: - DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY -BOARD OF FIRE UNDERWRITERS, 1.33 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE. 1.34 ALL REQUIRED EXITS, WAYS OF APPROACH THERE TO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. 1.35 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 1.36 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, DUCTWORK, CABLES, PIPING, ETC., AND /OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND /OR PATCH AS REQUIRED ALL OPENINGS TO MATCH IMMEDIATE ADJACENT AREAS IN MATERIAL, FINISH AND FIRE RATING. 1.37 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) BY FIRE DEPARTMENT REGULATIONS, AND AS DIRECTED BY THE FIRE MARSHALL - ALLOW (3) F.E.C. 1.38 THE GENERAL CONTRACTOR SHALL REPLACE ALL BROKEN OR CRACKED WINDOW GLAZING. ALL WINDOW SASHES SHALL BE INSPECTED BY THE CONTRACTOR AND ALL INOPERABLE CONDITIONS SHALL BE REPAIRED. 1.39 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER & LIMITS OUTLINED IN LEASE. 1.40 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL WORK AND /OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. 1.41 OMITTED 1.42 CONTRACT CLOSE -OUT SHALL OCCUR ONLY AFTER THE CITY'S CERTIFICATE OF COMPLETION AND PUNCHLIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH THE FINAL APPLICATION FOR PAYMENT. THE ARCHITECT SHALL REVIEW ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED UPON THE GENERAL CONTRACTOR'S FINAL SUBMITTALS. 1.43 THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUB - CONTRACTORS RECEIVE COMPLETE SETS OF WORKING DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUB - CONTRACTORS. 1.44 MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 1.45 ALL ASSEMBLIES OR DETAILS MARKED AS ALTERNATES TO BASE REQUIREMENTS TO BE PRICED INDIVIDUALLY. 1.46 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE -IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY THE ARCHITECT AND TENANT AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES. 1.47 DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. DETAILS GOVERN PLANS. 1.48 EACH TRADE SHALL PROVIDE AND INSTALL CAULKING WHERE REQUIRED. 1.49 PROVIDE STRUCTURAL SUPPORTS AS REQUIRED AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES. 1.50 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, EACH TRADE SHALL BE RESPONSIBLE FOR REMOVING ANY DEBRIS FROM MALL PROPERTY. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION OF THE TENANT, OWNER AND ARCHITECT UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR. 1.51 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS OR SUBMITTING BIDS. 1.52 THESE DRAWINGS ARE FOR DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS, AND CALL TO THE ATTENTION OF THE ARCHITECT. ANY CONFLICTS OR ANY ADDITIONAL WORK NECESSARY TO PROVIDE A COMPLETE FINISHED PROJECT, PRIOR TO SUBMITTING BIDS. 1.53 PROVIDE CERTIFICATION OF ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES BE C.E.C. 1.54 CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT AND MAKE THE OWNER/TENANT AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENT. IF REQUIRED ITEMS ARE MISSING THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE OWNER DURING THE BIDDING PERIOD. 1.55 THE GENERAL CONTRACTOR SHALL PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL BY ARCHITECTS. CONTRACTOR IS TO PROVIDE THREE SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: DRAW DOWNS OF ALL PAINTS, SAMPLES OF ALL CARPETS, ALL SPECIFIED FLOOR BASE, SAMPLES OF ALL WALL FINISHES, SAMPLES OF SPECIFIED CABINET FINISHES, SAMPLES OF CEILING GRID AND CEILING TILE, PACKAGES OF LIGHTING SUBMITTALS, DOOR AND HARDWARE, MILLWORK SHOP DRAWINGS, MILLWORK HARDWARE SUBMITTALS, ETC. SAMPLES TO BE ISSUED TO LANDLORD. GENERAL NOTES SCALE: N.T.S. A A.B. A.C.I. ACOUST. A.D.A. ADH. ADJ. A.F.F. ALT. AL. /ALUM. AMP. ANOD. A.N.S.I. APPROX. ARCH. AREA ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ACOUSTICAL AMERICANS WITH DISABILITIES ACT ADHESIVE ADJACENT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM AMPERE ANODIZED AMERICAN NATIONAL STANDARDS INSTITUTE APPROXIMATE ARCHITECT/ -URAL A.S.T.M. AMERICAN SOCIETY FOR TESTING MATERIALS AVG. AVERAGE B/ BOTTOM OF BD. BOARD BEV. BEVERAGE BLDG. BUILDING B,F.P. BACK FLOW PREVENTOR BLK. BLACK BLK'G. BLOCKING BRG. BEARING BRKT. BRACKET BTM. BOTTOM BTN. BETWEEN CAB. CABINET C.F.M. CUBIC FEET PER MINUTE C.G.F. COMPACTED GRANULAR FILL C.J. CONTROL JOINT C.L. CENTER LINE CLG. CEILING CLOS. CLOSET CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT CNTR. COUNTER CO. COMPANY COL. COLUMN CONC. CONCRETE COND. CONDUIT CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORP. CORPORATE C.T. CERAMIC TILE C.S.I. CONSTRUCTION SPECIFICATION INSTITUTE CU. CUBIC OUST. CUSTOMER D. DEPTH DBL. DOUBLE DEG. DEGREES DIA. DIAMETER DIM. DIMENSION DISC. DISCONNECT DN. DOWN DR. DOOR DTL, DETAIL DWG./ DRWG. DRAWING DWLS. DOWELS EA. EACH E.I.F,S. EXTERIOR INSULATION FINISH SYSTEM ELEC. /ELECT. ELECTRIC / -AL ELEV./ EL. ELEVATION EMPL. EMPLOYEE ENG. ENGINEER/ED EQ. EQUAL EQUIP. EQUIPMENT 2 ETC. EXIST. EXP. EXT. F.D. FDN. F.E. F.E. FIN. FIXT. FLR. F.R.P. FT. FTG. GA. GAL. GALV. G.C. GD. GL. GWK GYP. H. H.C. H.C. H.D. HDR. HDW. HDWD, H.M. H.O. HORIZ. H.P. H.R.C. HT. H.V.A.C. HZ. I.G. IN. INCL, INFO. INSTL. INSUL. INT. J -BOX JST. JT. K.S.I. LAM. LAV. LBF. LBS. L.F. L.P. LL. MA. MATL. MAX. MECH. MFG./ MANUF. MIN. MISC. MM. M.O. M.R. MSRY. MTD. MTL. N/A ETCETERA EXISTING EXPANSION/ EXPOSED EXTERIOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISHED END FINISH FIXTURE FLOOR FIBERGLASS REIN- FORCED PLASTIC FEET /FOOT FOOTING GAGE/GUAGE GALLON GALVANIZED GENERAL CONTRACTOR E GLASS GWK ENTERPRISES INC. GYPSUM HIGH HANDICAP ACCESSIBLE HOLLOW CORE HIGH DENSITY HEADER HARDWARE HARDWOOD HOLLOW METAL HIGH OUTPUT HORIZONTAL HIGH POINT HEATING & REFRIGERATION CONTRACTOR(S) HEIGHT HEATING, VENTILATION, AIR CONDITIONING HERTZ ISOLATED GROUND INCHES INCLUDE/ED INFORMATION INSTALLATION/ INSTALLED INSULATION INTERIOR JUNCTION BOX JOIST JOINT KIPS PER SQ. IN. LAMINATE LAVATORY POUNDS FORCE POUNDS LINEAL FOOT LOW POINT LANDLORD MILLIAMPERE MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MILLIMETER MASONRY OPENING MOISTURE RESISTANT MASONRY MOUNTED METAL NOT APPLICABLE N.I.C. NOT IN CONTRACT NOM. NOMINAL NOJ NUM. NUMBER N.T.S. NOT TO SCALE OA. OVER ALL O.C. ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND OPNG. OPENING OPT. OPTIONAL OPP. OPPOSITE P.C. PERSONAL COMPUTER P.C.C. PRE -CAST CONCRETE PKG, PARKING PL. PLATE P.L. PLASTIC LAM. PLAS. PLASTIC PLMB. PLUMBING PLYWD. PLYWOOD PNL. PANEL P.O.S. POINT OF SALE PR. PAIR PREP. PREPARATION/ PREPARED P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PT. PART /POINT P.V.C. POLY VINYL CHLORIDE PVMT. PAVEMENT QTY. QUANTITY R.A. RETURN AIR R. /RAD. RADIUS R.D. ROOF DRAIN RECPT. RECEPTACLE REINF. REINFORCING REQ'D. REQUIRED RM. ROOM R.O. ROUGH OPENING R.R. RESTROOM R.T.U. ROOF TOP UNIT SAN. SANITARY S.C. SOLID CORE SCHD. SCHEDULE SECT. SECTION SERV. SERVICE SEV. SEVER SF. STOREFRONT SHT. SHEET SIM. SIMILAR S,J. SAWCUT JOINT SM. SMALL SPECS. SPECIFICATIONS SPRINK. SPRINKLERS SQ. SQUARE SQ. FT. SQUARE FEET 5,5., S/S STAINLESS STEEL STD. STANDARD STL. STEEL STN. STATION STRUCT. STRUCTURE/ -AL SUPPL. SUP PLY / -IED SUSP. SUSPENDED T/ TOP OF TB. THROUGHBOLT T &B TOP & BOTTOM T &G TONGUE & GROOVE TEMP. TEMPERED T.G.C. TENANT GENERAL CONTRACTOR THRU THROUGH TYP. TYPICAL U.L. UNDERWRITERS LABORATORIES UV. ULTRAVIOLET V. VOLTNOLTAGE V.B. VAPOR BARRIER V.C. VOLUME CONTROL V.C.T. VINYL COMPO- SITION TILE V.P. VENT PIPE VERT. VERTICAL W. WIDE / WIDTH w / -w /o WITH/ WITHOUT W.B. WALL BASE W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER WK. WORK WP. WATER PROOF WT. WEIGHT W.W.F. WELDED WIRE FABRIC ABBREVIATIONS SCALE: NO SCALE 3 [ARCHITECTURAL LEGEND SCALE: N.T.S. HIDDEN CENTERLINE A BREAK LINE _ � T-8' r DIMENSION LINES TO FACE OF FINISH ALL ITEMS EXCEPT AS BELOW: STAIR DIRECTION ARROW POINTS UP FOLDING DOOR POCKET DOOR BI -FOLD DOOR SLIDING DOOR FULL HEIGHT FRAMELESS WIN. ENCASED WINDOW LOUVER CASED OPENING 4 1. PRECEDENCE: LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 2. DIMENSION CONVENTIONS: a) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. b) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OF MATERIALS. c) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. d) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. e) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. 0 VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. g) DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. h) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 5 COLUMN GRID LINES WORK POINT CONTROL POINT DATUM POINT MATCH LINE SHADED PORTION IS SIDE CONSIDERED DETAIL NUMBER SHEET NUMBER AREA OF DETAIL THICKENED LINE SHOWS r __________ AREA OF SECTION DETAIL WALL SECTION KEY DETAIL NUMBER SHEET NUMBER VIEW DIRECTION N.I.C. INTERIOR ELEVATION DETAIL NUMBER SHEET NUMBER VIEW KEYNOTE ALIGN SURFACES NO WORK IN THIS AREA OWNER FURNISHED ITEM (NOT IN CONTRACT) REVISION REVISION NUMBER AREA OF REVISION 1)07510 C W = ^ = EXISTING TO BE REMOVED r II \ DOOR TO BE = = REMOVED F.E.C. S.F.E.C. EXISTING CONSTRUCTION TYPICAL NEW CONSTRUCTION NEW CONSTRUCTION NON TYPICAL NEW DOOR EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REUSED IN NEW POSITION FIRE EXTINGUISHER CABINET, FLUSH MOUNTED. FIRE EXTINGUISHER CABINET, SEMI RECESSED DRAFTING CONVENTIONS SCALE: N.T.S. 6 3. DEFINITION OF TERMINOLOGY: a) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. b) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. c) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. d) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. e) "INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. f) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. EWED FOR CODE COMPLIANCE APPROVED JUN - 2 2008 City Of Tukwila I DIVI ION DRAFTING CONVENTIONS NOTES SCALE: N.T.S. 1. THESE DOCUMENTS HAVE BEEN PREPARED EXPRESSLY FOR USE BY SKECHERS SOLELY FOR THE PURPOSE OF TENANT IMPROVEMENTS WITHIN AN EXISTING BUILDING PROVIDED BY SKECHERS. (AT THE SPECIFIC LOCATION MENTIONED) 2. ANY ADDITIONAL USE OF THESE DOCUMENTS FOR ANY REASON OTHER THAN THAT MENTIONED ABOVE MUST BE AUTHORIZED IN WRITING BY CHIPMAN ADAMS LTD. (THE COPYRIGHT HOLDER). 3. THESE DRAWINGS, AS LISTED IN THE DRAWING INDEX ALONG WITH THE SPECIFICATION & CONTRACT FOR CONSTRUCTION, CONSTITUTE THE INSTRUMENTS OF SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE CONTRACTOR IS THEREFOR BOUND BY ALL INFORMATION INCLUDED. 4. ONLY DRAWINGS MARKED "ISSUED FOR CONSTRUCTION" BY CHIPMAN ADAMS LTD. SHALL BE USED AS A BASIS FOR CONSTRUCTION. 5. CONTACT PROJECT /CONSTRUCTION MANAGER FOR COORDINATION OF STAGING AND REFUSE REMOVAL PRIOR TO SIGNING THE CONTRACT FOR CONSTRUCTION. ANY ADJUSTMENT IN THE CONTRACT AMOUNT OR DURATION DUE TO SKECHERS' REQUIREMENTS SHALL BE MADE PRIOR TO CONTRACT EXECUTION. 6, THESE DRAWINGS REFLECT SKECHERS' DESIGN INTENT AS OF JULY 2006. 7. ALL ITEMS SHOWN ARE NEW TO BE PROVIDED & INSTALLED BY G.C. UNLESS NOTED OTHERWISE. 8. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENT. 9. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO BID. 10. FOR BIDDING PURPOSES; WHERE CONFLICTS EXIST BETWEEN DRAWING DETAILS & SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 11. ANY DAMAGE BY G.C. OR SUBCONTRACTOR TO EXISTING ASPHALT PAVEMENT AND /OR EXISTING LANDSCAPING OUTSIDE OF CONSTRUCTION LIMIT LINE SHALL BE REPAIRED AT NO COST TO OWNER. 12. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT IS FIRST OBTAINED FROM THE PUBLIC WORKS DEPT. 13. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND WORK AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION DAILY. 14. CONTRACTOR SHALL PROVIDE A LIST OF SUBCONTRACTORS TO SKECHERS' PROJECT MANAGER. 15. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL RULES AND REGULATIONS CONCERNING LICENSING WHICH THE APPLICABLE GOVERNING AUTHORITY MAY HAVE ADOPTED. 16. IN CASE OF DISCREPANCIES OR CONFLICTS, NOTIFY ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 17. ALL FLOOR SLAB CUTTING, TRENCHING AND REMOVAL SHALL BE REPLACED WITH THE SAME MATERIAL IN THE SAME THICKNESS OF THE ADJACENT FLOOR MATERIAL. ADDITIONAL CONCRETE PATCHING SHALL BE DOWELED INTO THE ADJACENT CONCRETE SLAB TO MINIMIZE DIFFERENTIAL SETTLEMENT OF THE FLOOR SYSTEM. 18. ALL ROOF PENETRATIONS ARE TO BE PERFORMED BY PROJECT /CONSTRUCTION MANAGER'S ROOFING CONTRACTOR. CONTACTPROJECT /CONSTRUCTION MANAGER TO COORDINATE. 19. G.C. TO VISIT SITE TO ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES INVOLVED WITH WORK PRIOR TO SUBMISSION OF BID. 20. IT IS ASSUMED THAT THE G.C. SHALL PERFORM THE WORK AS ILLUSTRATED WITHIN THE PERMITTED DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN THE EVENT THAT EXISTING SITE CONDITIONS PREVENT THE WORK FROM BEING COMPLETED AS ILLUSTRATED HEREIN SO THAT ANY MODIFICATIONS TO THE CONSTRUCTION DOCUMENTS (IF NECESSARY) CAN BE MADE. ANY DEVIATIONS FROM THE PERMITTED DRAWINGS WILL NOT BE ACCEPTABLE, AND THE CONTRACTOR SHALL RECONFIGURE THE WORK AT HIS OWN EXPENSE, AS REQUIRED TO BE IN CONFORMANCE WITH THE PERMITTED DOCUMENTS. THE ARCHITECT WILL NOT ACCEPT, CERTIFY, OR DOCUMENT ANY WORK THAT DOES NOT CONFORM TO THE PERMITTED DOCUMENTS FOR THE PURPOSES OF OBTAINING ANY ADDITIONAL MUNICIPAL APPROVAL REQUIRED DUE TO UNAUTHORIZED REVISIONS. GENERAL NOTES SCALE: N.T.S. • J CO CC < W CO = oD D N CO O 5) CO < wo : 2 LL -I W UJ CO U a, 0 0 r a 0 0 a 0 r U, r ` z Z 0 0 to ao •o 0 0 4) 0 c 0 = o� m w T -Cl aers Fri !!$4! I Drawn By DLG Scale AS NOTED Revisions Q ISSUE TO LANDLORD 07 -06-07 REVISION PER LANDLORD La 08 -10 -07 REVISION PER LANDLORD L 09 -10 -07 Q ISSUE FOR PERMIT 09 -10 -07 © REVISION PER CITY 11 -07 -07 Q REVISION PER CLIENT 4 03 -07 -08 Q ISSUE FOR CONSTRUCTION 03 -07 -08 A REVISION PER CLIENT / 05 -21 -08 ARCHITECT ARCHITECT RECEIVED MAY 28 200$ PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. Checked By DTR Date 05 -21 -08 Job No Sheet No. T -1 CORRIDORS AND OPENINGS SIGNS AND EMERGENCY LIGHTING 3.1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN ARCHITECTURAL DRAWINGS OR AS OTHERWISE DIRECTED BY THE ARCHITECT. 3.2 THE GENERAL CONTRACTOR SHALL FURNISH THE ARCHITECT WITH A COMPLETE INVENTORY LIST OF ALL ITEMS THAT CAN BE REUSED AND /OR STORED IN BUILDING STOCK. 3.3 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITH THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 3.4 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE MALL PROPERTY EXCEPT ITEMS TO BE REUSED OR RETURNED TO TENANT OR AS OTHERWISE NOTED. 3.5 THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, '' LATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, WIRING AND EQUIPMENT. 3.6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, ' CARPETING, PARTITIONS, ETC.) CAUSES AN UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 3.7 GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO ROOF DECK AT ALL INTERFACES TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL IS TO BE KEPT CLOSED AT ALL TIMES. 3.8 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, BUCKS, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. 3.9 THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS AND HEATING THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED. 3.10 THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 3.11 UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. 5.1 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET CONTRACTOR. 5.2 ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. 5.3 ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILED DRAWINGS CONCERNED. 5.4 THE CABINET CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT. SEE NOTE 1.22. 5.5 THE CABINET CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 5.6 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD DOORS. 5.7 WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 5.8 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN PLACE. 5.9 ALL THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO MEET CURRENT WIC STANDARDS. 5.10 WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET CONTRACTOR SHALL SET AND BOLT ALL FILES TOGETHER. 5.11 ALL MILLWORK SHOP DRAWINGS ARE TO CALL OUT ALL MATERIALS AND FINISHES. ALL JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL DETAILS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS. THE ARCHITECT WILL NOT REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. 5,12 COORDINATION OF MILLWORK, STONE, OR OTHER SPECIALTY CONTRACTORS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5.13 ALL MILLWORK, SPECIAL PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWINGS REVIEW. SHOP DRAWINGS AND SUBMITTAL'S SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY THE ARCHITECT. 5.14 ALL STANDARD WALL BACKING FOR CASEWORK, TOILET ACCESSORIES, HANGING WALL EQUIPMENT, ETC., SHALL BE 16 GA. GALVANIZED STEEL, 4" WIDE, COVERING 3 STUDS MINIMUM AND SCREWED TO METAL STUDS. 5.15 ALL MILLWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, EXPOSED SIDES, DOORS, AND DRAWER FRONTS, UNLESS OTHERWISE NOTED. 5.16 SHELVES AND SEMI - EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL BE FINISHED WITH A CABINET LINER OF A UNIFORM COLOR THROUGHOUT. 5.17 ADJUSTABLE METAL STANDARDS SHALL BE DAPPED INTO THE SIDES OF CABINETS, UNLESS OTHERWISE NOTED. 5.18 DOOR AND DRAWER PULL HARDWARE SAMPLES ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. : ii: 7.1 UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED WITH FINISH PLANS. 7.2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, FACIAS, JAMBS BUCKS, REVEALS, RETURNS, AND ALL VERTICAL INCLUDED IN CEILING. 7.3 PAINT COLORS SHALL BE SPECIFIED BY THE ARCHITECT AND THE GENERAL CONTRACTOR SHALL SUBMIT 3 SAMPLES (12" X 12 ") FOR REVIEW BY THE ARCHITECT. 7.4 ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE PAINT. 7.5 ALL EXISTING LOOSE PAINT SHALL.BE REMOVED AND SPACKLE OR PLASTER PATCHED. 7.6 ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BI SANDED OR CHIPPED AWAY AND SURFACES PLASTER- PATCHED OR SPACKLE TO INSURE A PERFECTLY EVEN SURFACE. 7.7 ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE TWO FULL COATS OF SEMI -GLOSS ENAMEL FREE OF BRUSH OTHERWISE NOTED. 7.8 THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, FITTINGS, ETC. 7.9 THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS SELECTED BY THE ARCHITECT. HE SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COAST SELECTED BY THE ARCHITECT. 7.10 THE GENERAL CONTRACTOR SHALL INSTALL WALLCOVERINGS MANUFACTURERS INSTALLATION SPECIFICATIONS, WHERE WALLCOVERINGS SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR LOOSE EDGES, ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY COVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY THE ARCHITECT WILL NOT BE ACCEPTED. 7.11 THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY 'TOUCH -UP" PAINTING AND /OR PATCHING. 7.12 IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE \ SPECIFIC FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND FINISHED PER THE ARCHITECTS INSTRUCTION. 7.13 PAINT FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE Si SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WART 7.14 PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED /RE- APPLIED TO MATCH EXISTING, IF APPLICABLE. n . �n�;. .c.• �- '.'.ni'S) ^.ri..�rYk:M -.f ., �ry.:, -! 1.1 DOORS OPENING INTO ONE -HOUR FIRE RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT -STOP FIRE ASSEMBLY HAVING A 1.12 PROVIDE EXIT SIGNS AND DIRECTION EXIT SIGNS WITH A MINIMUM 6" MINIMUM 20 MINUTE RATING AND SELF CLOSING DEVICE. HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. 1.2 SMOKE /FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE RATED WALLS OR CEILING. 1.13 WHENEVER BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THEY ARE CLEARLY VISIBLE. INTERIOR FINISHES 1.14 EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED. TWO LAMPS SHALL 1.3 INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED A FLAME BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMESIS WIRING SYSTEM. IN THE SPREAD CLASSIFICATION OF 200 (CLASS III). EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE 1.4 INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT CANDLE AT EXCEED A FLAME SPREAD CLASSIFICATION OF BETWEEN 26 AND 75 FLOOR LEVEL. VERIFY IF ILLUMINATED SIGN ARE TO HAVE BATTERY (CLASS II). BACKUP. 1.5 INTERIOR WALL AND CEILING FINISHES FOR 2 HOUR EXIT CORRIDORS 1.15 EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF BETWEEN 0 EXIT PASSAGEWAY AND EGRESS TO A PUBLIC WAY ANYTIME THE AND 25 (CLASS I). BUILDING IS OCCUPIED. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING LIGHT VALUE OF ONE FOOT CANDLE AT THE FLOOR LEVEL. 1.6 CEILING TILES TO BE MINERAL FIBER WITH UL LABEL AND FLAME SPREAD RATING OF 25 OF LESS. FIRE PROTECTION EQUIPMENT SKECHERS USA #230 WESTFIELD SOUTHCENTER MALL TUKWILA, WA 98188 GENERAL NOTES EXITS 1.16 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS 1.7 EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE THAN 2- A -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL OF THE BUILDING ON EACH FLOOR AND DURING CONSTRUCTION. VERIFY LOCKING DEVICES SHALL BE AN APPROVED TYPE. WITH CITY ON DISTANCE FOR FIRE EXTINGUISHERS. 1.8 PANIC HARDWARE SHALL BE PROVIDED IN EXIT DOORS SERVING ROOMS, 1.17 PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE CORRIDORS OR STAIRWAYS HANDLING AN OCCUPANCY OF 50 OR MORE DEPARTMENT FIELD INSPECTOR. PERSONS. 1.18 REFER TO FIRE SYSTEMS DRAWINGS FOR TYPICAL MOUNTING HEIGHTS 1.9 AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF OF FIRE PROTECTION EQUIPMENT. 44" CLEAR. 1.19 MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHER SYSTEM, AS FIRE ALARM NEEDED, TO BE APPROVED BY BUILDING AND SAFETY FIRE DEPARTMENT PRIOR TO INSTALLATION. 1.10 EXTEND OR MODIFY EXISTING FIRE /LIFE SAFETY SYSTEM AS REQUIRED BY CODE. 1.11 SUBMIT COMPLETE PLANS IN TRIPLICATE (3) TO ELECTRICAL DIVISION DEPARTMENT OF BUILDING AND SAFETY FOR THE ABOVE REQUIREMENT, ONE TO BE DESIGNATED AS FIRE DEPARTMENT COPY. _ CHIPMAN ADAMS LTD. • Ar chitect s 155 N. Northwest Highway, Suite 400 Park Ridge, Illinois 60068 -1463 1 FIRE & SAFETY NOTES 3 DEMOLITION NOTES SCALE: N.T.S. I SCALE: N.T.S. I SINGLE ACCOMMODATION TOILET FACILITIES ACCESSORIES 4.1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS DESIGNATED ON ARCHITECTURAL DRAWINGS. 4.2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL TIME AND GRADE MARKINGS ON THE FINISH FLOOR OF ALL PARTITIONS FOR THE ARCHITECTS REVIEW. 4.3 UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH FACE OF NEW WALLS, FINISH FACE OF EXISTING WALLS. ALL HEIGHTS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. 4,4 WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 4.5 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 4.6 ALL PARTITIONS SHALL BE ANCHORED FIRMLY AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY STATE AND LOCAL CODES. 4.7 THE GENERAL CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE HUNG CEILINGS TO MATCH AREA CALCULATION REQUIREMENTS AS SHOWN ON ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND ATTENUATED WALLS TO HAVE SOUND BOOTS. OPENINGS IN FIRE RATED WALLS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES, CONTRACTOR TO COORDINATE WITH ENGINEERING DRAWINGS AND INFORM THE ARCHITECT OF DISCREPANCIES PRIOR TO BID PROCESS. 4.8 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS FOR DUCT WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE ARE TO BE COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE GENERAL CONTRACTORS MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION. 4.9 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES, LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO FINAL INSTALLATION. 4.10 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING ANY PARTITIONS BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS. 4.11 THE ARCHITECT SHALL HAVE THE RIGHT TO REVIEW AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF TRACK. THE ARCHITECT IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON PLAN OR OF ANY APPARENT CONSTRUCTION CONFLICTS. 4.12 THE GENERAL CONTRACTOR IS TO VERIFY PRIOR TO PRICING THE RATING OF THE EXISTING PARTITIONS, COLUMNS, ETC. THE GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF GREATER THAN 1 HOUR AS NECESSARY TO ACCOMMODATE ELECTRICAL OR PLUBMING CONDITIONS AS INDICATED ON THIS DOCUMENT. , 7.15 CLOSET WALL SURFACES ARE TO BE PAINTED TIMAT E ADJACENT OUTSIDE WALL SURFACES. CODE COMPUANCE APPROVED JUN - 2 2008 2.1 DEFINITION: A ROOM THAT HAS NOT MORE THAN ONE OF EACH TYPE OF 2.10 ALL HANDICAP RESTROOMS TO BE IDENTIFIED AS FOLLOWS: SOLITARY FIXTURE, IS INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND THE TOILET AND HAS A DOOR THAT A) 12" EQUILATERAL TRIANGLE FOR MEN. CAN BE LOCKED BY THE ROOM OCCUPANT. B) 12" DIAMETER CIRCLE FOR WOMEN. C) BOTH TO BE 1/4" THICK, CENTERED ON THE DOOR, 60" HIGH AND 2.2 SUFFICIENT SPACE IS REQUIRED IN THE TOILET ROOM FOR A OF CONTRASTING COLOR FROM THE DOOR. WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND TO PERMIT THE DOOR TO CLOSE. 2.11 WHERE TOWEL, SANITARY NAPKIN DISPENSER, WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT 2.3 LOCATE THE WATER CLOSET FIXTURE IN A SPACE WHICH PROVIDES A 28" LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE WIDE CLEAR AREA FROM THE FIXTURE OR 32" WIDE CLEAR SPACE FROM PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FLOOR. A WALL AT ONE SIDE AND 48" CLEAR IN THE FRONT OF THE WATER CLOSET. 2.12 MOUNT MIRROR WITH THE BOTTOM EDGE NO MORE THAN 40" FROM THE FLOOR. GRAB BARS Of Tukwila L® NG M _ IAN G� 5 7 / Revisions A ISSUE TO LANDLORD 07-06-07 \ REVISION PER LANDLORD 08 -10-07 SCALE: N.T.S. I SCALE: N.T.S. I 6.1 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 6.2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT -OUTS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK, 6.3 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACK HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING WHENEVER DOOR BUCKS HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING, THEN GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF THE ARCHITECT ALL OTHER DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT, 6.4 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES AND WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN, IF EXISTING PLASTER SHALL BE CHOPPED AWAY. NEW CORNER BEADS AND STOPS INSTALLED AND SURFACE RE- PLASTERED TO A SMOOTH, FLUSH, ALIGNED SURFACE. 6.5 THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES IN MASONRY PARTITIONS. 6.6 ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED. 6.7 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED. 8.1 THE TENANT WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. TRANSPORTATION A REVISION PER LANDLORD 09 -10 -07 Q ISSUE FOR PERMIT 09 -10-07 REVISION PER CITY LIA 11 -07 -07 REVISION PER CLIENT 03 -07 -08 2.13 LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12" FROM 2.4 LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE FRONT EDGE OF THE TOILET SEAT. THE WATER CLOSET, 33" ABOVE AND PARALLEL TO THE FLOOR GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42" LONG WITH THE FRONT 2.14 BUILDING ENTRANCE MUST BE IDENTIFIED BY A SIGN WITH THE END POSITIONED 24" IN FRONT OF THE WATER CLOSET. GRAB BARS IN INTERNATIONAL SYMBOL OF HANDICAPPED ACCESSIBILITY. THE BACK CANNOT BE LESS THAN 36" LONG. 2.15 THE EXISTING PRIMARY PATH OF TRAVEL, SANITARY FACILITIES, 2.5 THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO DRINKING FOUNTAINS AND TELEPHONES SERVING THE AREA OF BE 1 -1/4" TO 1 -1/2 ", OR THE SHAPE IS TO PROVIDE EQUIVALENT REMODEL OR ALTERATION COMPLY WITH THE CURRENT CODE OF GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A REGULATIONS STANDARDS FOR ACCESSIBILITY. THESE REQUIRED WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE DISABLED ACCESS FEATURES WILL BE SUBJECT TO INSPECTION AND 1 -1/2 ". APPROVAL BY THE RESPONSIBLE BUILDING INSPECTOR, LAVATORY ISSUE FOR CONSTRUCTION 0 03 -07 -08 8.2 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL HIS MATERIAL OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. CLAIMS FOR EXTRA WORK A REVISION PER CLIENT / \ 05-21-08 Si - 3 -0Y 8.3 IF THE GENERAL CONTRACTOR CLAIMS THAT ANY REVISION TO DRAWINGS INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE ARCHITECT WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS, IN ANY EVENT BEFORE PROCEEDING TO EXECUTE THE WORK AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE "CHANGES IN THE WORK ". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 8.4 ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY THE ARCHITECT AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, MATERIALS BEING USED, THE CONSTRUCTION PLAN ROOM NUMBER OF THE AREA BEING WORKED IN, AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. 636 REGISTERED T CT . H .' : IPMAN pT dASiifNGTON ! RECEIVED MAY 2 8 2008 PERMIT CENTER ARCHITECT IHEREBYCERTIFYTHATTHESEPLANSHAVEBEENPRE- IHEREB UNDER CERTIFY SUPERVISION ESEPL OrHArrorHe PRE - OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS 2.6 PROVIDE A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 " WIDE WITH 8" MINIMUM AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 WIDE, TO 9 ABOVE THE FLOOR " AND 17" DEEP FROM THE FRONT OF THE LAVATORY. THE HEIGHT OF THE LAVATORY RIM SHALL BE NO MORE THAN 34" A.F.F. 2.7 PROVIDE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 2.8 INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. 2.9 FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBS. LEVER - OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS, SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. RELATING TO TR URESANU BUILDINGS. NGS. ARCHITECT Drawn By DLG Checked By DTR Scale AS NOTED Date 05 -21 -08 Job No. 07 -9110 2 DISABLED ACCESS NOTES 4 PARTITION NOTES 6 PATCHING AND CLEANING 8 CHANGES /CLAIMS /REVISIONS Sheet No, T-2 SCALE: N.T.S. I SCALE: N.T.S. I SCALE: N.T.S. I SCALE: N.T.S. 9.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES 9.17 ALL FIRE PREVENTION AND ELECTRICAL WIRING IS TO BE PLACED IN AND ELECTRICAL WORK AS SHOWN OR IMPLIED ON ALL DRAWINGS AND CONDUIT. ALL ROUTING AND MODIFICATIONS BY FIRE SYSTEMS VENDOR. NOTES. 9.18 ALL TELEPHONE AND ANY LOW- VOLTAGE CIRCUITS SHALL BE IN 9.2 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH CONDUIT. LOW VOLTAGE VENDORS SHALL OBTAIN SEPARATE PERMITS. MANUFACTURERS SPECIFICATIONS. 9:19 UNLESS OTHERWISE NOTED, ALL OUTLETS SIDE BY SIDE SHALL BE 6" 9.3 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE FROM CENTER OF PLATE WITH POSITIONING DIMENSIONS CENTERED REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, BETWEEN. PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 9.20 PROVIDE TELEPHONE OUTLET BOXES (WHERE SHOWN ON "ELECTRICAL/TELEPHONE PLAN ") AND ALL NECESSARY CONDUIT RUNS 9.4 ALL NEW MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS TO TELEPHONE EQUIPMENT AS REQUIRED. OF THE UNDERWRITERS LABORATORIES, INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE 9.21 ALL ELECTRICAL AND TELEPHONE WIRING CONDUIT SHALL BE OF MATERIAL IN QUESTION, UNLESS OTHERWISE NOTED. CONCEALED IN PARTITIONS AND /OR CEILING. 9.5 PROPOSALS SHALL BE BASED UPON FURNISHING AND INSTALLING NEW 9.22 THE ELECTRICAL AND /OR GENERAL CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES AND REMOVING AND REINSTALLING EXISTING CUTTING AND PATCHING OF ALL CHASES IN FLOORS, WALLS, AND LIGHTING FIXTURES (INCLUDING NEW LAMPING) OF TYPES AND CEILINGS AS REQUIRED. FLOOR CUTTING PENDING MALL WRITTEN MANUFACTURERS AS INDICATED ON THE ARCHITECTS REFLECTED APPROVAL OF RADAR SCAN REPORT BY TENANT GENERAL CEILING DRAWINGS. CONTRACTOR. 9.6 ALL EXISTING RELOCATED AND EXISTING TO REMAIN FLUORESCENT 9.23 PROVIDE NEW BLANK COVER PLATES FOR EXISTING OUTLETS NOT FIXTURES SHALL BE REFURBISHED AS REQUIRED, CLEANED AND BEING USED. ALL OUTLETS TO HAVE STAINLESS STEEL COVER PLATES. RE- CAMPED. ALL OUTLETS AND SWITCHES TO BE GREY. 9.7 THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK ALL 9.24 CONVENIENCE RECEPTACLES SHALL BE BUILDING STANDARD DUPLEX CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR CLEARANCE TYPE RATED 15 AMP., 125 V., GROUNDED TYPE, UNLESS OTHERWISE OF DUCTWORK, LIGHTING AND OTHER OBSTRUCTIONS TO ASSURE THE NOTED, FINISHED CEILING HEIGHT SHOWN ON ARCHITECTURAL DRAWINGS, ANY DISCREPANCY WILL BE BROUGHT TO THE ARCHITECTS ATTENTION 9.25 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING, PRIOR TO FINAL BIDDING. 9.26 THE ELECTRICAL CONTRACTOR WILL COORDINATE HIS WORK WITH THE 9.8 ALL RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILINGS, UNLESS AIR CONDITIONING ENGINEER AND CONTRACTOR PRIOR TO EXECUTING OTHERWISE NOTED. HIS WORK. • 9.9 THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTS OF ALL FIXTURES 9.27 AS IT RELATES TO THIS SET OF DOCUMENTS A DEDICATED CIRCUIT (DC) AS DIRECTED. SHALL BE A SINGLE CIRCUIT WITH MULTIPLE OUTLETS DEDICATED TO A PECIFIC EQUIPMENT USAGE. SPECIFIC 9.10 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGTHING INSTALLATION INTO THE CABINET WORK WITH THE CABINET 8.28 AS IT RELATES TO THIS SET OF DOCUMENTS, A SEPARATE CIRCUIT (SC) CONTRACTOR IF AND AS REQUIRED. SHALL BE A SINGLE 20 AMP CIRCUIT WITH A SINGLE OUTLET SEPARATE FROM ALL OTHER CIRCUITS AND USED TO ISOLATE A SINGLE PIECE OF 9.11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY EQUIPMENT. COLOR ORANGE LIGHTING AND ELECTRICAL SERVICE FOR ALL TRADES AS REQUIRED. 9.29 THE POWER AND SIGNAL PLAN GOVERNS DEVICE LOCATIONS AND THE 9.12 WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, ELECTRICAL ENGINEER'S DRAWINGS GOVERN THE WIRING LAYOUT AND THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE INSTALLATION. INSTALL IN COMPLIANCE WITH ALL LAWS APPLICABLE COVERPLATE. AND ENFORCED BY LOCAL AUTHORITIES. WHERE CONFLICTS OCCUR NOTIFY ARCHITECT FOR CLARIFICATION. 9.13 ALL ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON ARCHITECTS PLANS. 9.30 DEVICE LOCATIONS, ELECTRICAL, TELEPHONE /DATA DEVICE LOCATIONS, ELECTRICAL, TELEPHONE/DATA OUTLETS, LIGHT SWITCHES 9.14 ALL NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, ETC. SHALL BE "CHALKED AND LOCATED" FOR REVIEW BY THE DESIGNER UNLESS OTHERWISE NOTED. IN THE FIELD LOCATED" FOR REVIEW BY THE DESIGNER IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 9.15 NO " BACK -TO- BACK" OUTLETS ARE PERMITTED WITHIN A WALL. OUTLETS MUST BE STAGGERED IN LOCATION, 9.16 POWER AND TELEPHONE OUTLETS SHOWN ON PLANS ARE NOT INCLUSIVE OF ALL OUTLETS REQUIRED. CONTRACTOR SHALL VERIFY WITH TENANT ALL REQUIRED OUTLETS, ETC., PRIOR TO COMPLETING WALL CONSTRUCTION. 11.1 THE GENERAL CONTRACTOR SHALL FLASH PATCH ALL CRACKS, 11.10 THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN HOLES OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED ADEQUATE PROTECTION FOR ALL RESILIENT FLOORING WORK FOR AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION LEVEL NOT TO EXCEED 1/4" IN 10 -0" NON- CUMULATIVE. PRIOR TO PUNCH LIST. 11.2 THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AFTER 11.11 STONE, WOOD AND TILE FLOORING CONTRACTORS TO SUBMIT FLOOR PATCHING IS DONE AND RECEIVE THEIR REVIEW PRIOR TO ACTUAL DIMENSION PLAN FOR APPROVAL PRIOR TO INSTALLATION. INSTALLATION OF FINISHED FLOORING. 11.12 CARPET CONTRACTOR TO PROVIDE SEAMING DIAGRAM TO THE 11.3 ALL NEW FLOORING IS TO BE INSTALLED BY GENERAL CONTRACTOR ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. AND SHALL BE AS SPECIFIED ON THE ARCHITECTS CONSTRUCTION DOCUMENTS. 11.13 THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL 11.4 ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND WHEN THE VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, APPROVED BY THE ARCHITECT. OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. TILE HAVING 11.14 CLOSET FLOORS ARE TO HAVE SAME FLOORING AS THE FLOORING IN CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF LAID, ADJACENT AREA, UNLESS OTHERWISE NOTED. SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE TILE. 11.15 INSTALL CARPET FROM THE SAME DYE LOT. 11.5 TILE SHALL BE LAIN IN SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE INDICATED ON DRAWINGS. THE TILE 11.16 SUBMIT CARPET SUBMITTAL FROM ACTUAL CARPET RUNS. SHALL BE SECURELY CEMENTED AND SHALL BE LAID WITH TIGHT APPROVAL IS AT THE DISCRETION OF THE DESIGNER. JOINTS. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF THE SETTING TO PERMIT THE ADHESIVE 11.17 CREATE CARPET TO CARPET OR CARPET TO OTHER FLOORING TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET. TRANSITIONS BENEATH THE CENTERLINE OF THE DOORS IN THE CLOSED POSITION. 11.6 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING. TILE FLOORS SHALL BE 11.18 PROVIDE BLACK RUBBER REDUCER STRIP WHERE CARPET AND VCT COVERED AFTER INSTALLATION FOR PROTECTION. TRANSITION OCCURS, UNLESS OTHERWISE NOTED. 11.7 ALL RESILIENT BASE TO BE AS SPECIFIED ON SHEET A -2. ALL MASONRY WALLS AND DRYWALLS SHALL HAVE SPECIFIED STRAIGHT VINYL BASE IN CARPETED AREAS AND COVE VINYL BASE IN TILE AREAS UNLESS OTHERWISE NOTED. 11.8 UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF ADHESIVE AND SURFACE STAINS AND ALL SCRAPS. CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING. 11.9 AFTER CLEANING, THE GENERAL CONTRACTOR SHALL GIVE SHEET VINYL FLOOR TWO (2) APPLICATIONS OF AN APPROVED NON -SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN CONDITION ENTIRELY SATISFACTORY TO THE ARCHITECT. 14.1 BALANCING OF ENTIRE SYSTEM SHALL BE DONE BY / QUALIFIED ENGINEER. SUBMIT REPORT TO THE OWNER PRIOR TO FINAL PAY/ 14.2 THE HVAC ENGINEER WILL PROVIDE NECESSARY ENGINEERING REWORK ALL EXISTING EQUIPMENT AND TO DETERMINE MEET THE ABOVE REQUIREMENTS. 14.3 SUBMIT SHOP DRAWINGS INDICATING ALL NEW WORK AND ALL EXISTING EQUIPMENT TO REMAIN INCLUDING DIFFUSERS, THERMOSTATS AND ANY REQUIRED ACCESS PANELS, TO THE ARCHITECT FOR REVIEW PROCEEDING WITH FABRICATION AND /OR INSTALLATION 14.4 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB. 14.5 INSTALLATION SHALL BE COORDINATED WITH ALL TRADES PROPER ASSEMBLY. CEILING DIFFUSERS TO BE RELOCATED FIXTURE PATTERNS. 14.6 INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED THE ADMINISTRATIVE CODE. PLANS SHOWING MECHANICAL WILL BE FILED IN ACCORDANCE WITH THE RULES OF THE BUILDING DEPARTMENT. 14.7 ANY BUILDING SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE REQUIRED IN WRITING BY THE HVAC CONTRACTOR AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE HVAC CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION ANY SHUT DOWN AFFECTING THE NORMAL HVAC SERVICE OCCUPANTS SHALL BE DONE ON OVERTIME. 14.8 HEATING, VENTILATING AND AIR CONDITIONING ENGINEERING, REQUIRED. 14.9 ALL DUCT WORK SHALL BE INSULATED AS REQUIRED FOR THERMAL AND ACOUSTIC CONSIDERATIONS. REF. NOTE 4.7 AND 4.8 FOR ADDITIONAL INFORMATION. 14.10 MECHANICAL VENTILATION IN TOILET ROOM SHALL PROVIDE COMPLETE AIR CHANGE EVERY FIFTEEN (15) MINUTES AND SHALL BE VENTED TO OUTSIDE AIR. s •:';!�` "rr f .:' ,:{<''• �- v^'`•.- 1 '�` j' �,.�'�ai:' '.,.,; s. �' ::i� " <::. r l: .. • ;e'''i'i I, "•r �i SKECHERS USA #230 WESTFIELD SOUTHCENTER MALL TUKWILA, WA 98188 GENERAL NOTES 14 HVAC NOTES SCALE: N.T.S. 15.1 THE NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD ON I SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF THE OR TO BEING TURNED OVER TO THE TENANT. 15.2 THE BASE BUILDING TOILET FACILITIES SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACE THOROUGHLY CLEANED TO THE SATISFACTION OF THE ARCHITECT PRIOR TURNED OVER TO THE TENANT. - X C A DAMS LTD. il, Architects 1550 N. N o r thwest Hi ghway, Su 4 Park Ridge, Illinois 60068 -1463 11 FLOOR COVERING NOTES SCALE: N.T.S. I 12.1 THE GENERAL CONTRACTORS, PLUMBING SUB - CONTRACTOR SHALL SUPPLY AND INSTALL ALL PLUMBING ROUGH -INS, FIXTURES AND ACCESSORIES SHOWN ON ALL CONSTRUCTION PLANS AND DETAIL DRAWINGS. 12.2 THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS AND ACCESSORIES TO THE ARCHITECT FOR REVIEW AND APPROVAL. 12.3 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH MANUFACTURERS SPECIFICATIONS. 12.4 ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING SURFACES SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE GENERAL CONTRACTOR SHALL ALSO INCLUDE IN HIS BID A COST FOR WORK FOR CEILING REMOVAL AND REINSTALLATION REQUIRED FOR PLUMBING WORK IN CEILING PLENUM OF FLOOR BELOW TO COMPLETE WORK ON FLOOR BEING RENOVATED. 12.5 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 12.6 FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR AS MAY BE R EQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPELINES INSTALLED UNDER THIS SECTION SO THAT ANY FIXTURES LINE OR PIECE OF APPARATUS MAY BE CUT OFF FOR REPAIR WITHOUT INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BUILDING. 12.7 BEFORE BEING COVERED UP OR BUILT -IN ALL PIPING SHALL BE TESTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 12.8 TOILET FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS: NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NOT GREATER THAN 5 POUNDS. 12.9 OTHER FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 POUNDS. 12.10 FAUCET CONTROLS OR OTHER OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 13.1 FACIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND /OR ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OF MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS. 13.2 HUNG CEILING HEIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS AND DETAILS. ANY DEVIATION FROM HEIGHTS SHOWN WILL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. 13.3 THE GENERAL CONTRACTORS CEILING CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET, PLUMBING HVAC ELECTRICAL CONTRACTORS AND THE TELEPHONE COMPANY WHENEVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 13.4 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CEILING ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO FURNISH ACCESS TO ALL AIR HANDLING UNITS, PHONE AND ELECTRICAL CONTROLS AS REQUIRED BY LOCAL BUILDING CODES. COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO FINAL INSTALLATION. 13.5 PRIOR TO CLOSING UP ANY CEILING, ALL PLENUM SYSTEMS (HVAC, PLUMBING AND ELECTRIC) SHALL BE INSPECTED AND WHERE REQUIRED, TESTED BY CONTRACTORS ENGINEERS AND BY AUTHORITIES HAVING JURISDICTION TO INSURE THEIR PROPER INSTALLATION AND FUNCTION. 13.6 THE CEILING TILE JOINTS SHALL BE ALIGNED PERFECTLY WITH RECESSED LIGHTING FIXTURES. 13.7 ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL, AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH THE RECESSED LIGHTING FIXTURES. 13.8 CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, EXCEPT AS OTHERWISE NOTED. 13.9 THE GENERAL CONTRACTOR SHALL PROVIDE CUT -OUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 13.10 SUPSENDED CEILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE AND LOCAL CODE FOR FIREPROOF STRUCTURES AND SMOKE CONTROL. 13.11 THE GENERAL CONTRACTOR SHALL REPAIR AND /OR REPLACE ANY AND ALL CEILING TILES WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEM INSTALLATIONS. 13.12 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING ANY CEILING BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS. 13.13 OMITTED 13.14 PROVIDE BLOCKING /BACKING AND CEILING REINFORCEMENT FOR ALL CEILING MOUNTED ITEMS, (PROJECTION SCREENS, ETC.). 1 5 CLEANING NOTES 9 LIGHTING NOTES Revisions A ISSUE TO LANDLORD / N 07 -06-07 SCALE: N.T.S. SCALE: N.T.S. I REVISION PER LANDLORD 0 08 -10 -07 REVISION PER LANDLORD La 09 -10 -07 ISSUE FOR PERMIT 09 -10 -07 y,.- � , _.---- one 9 tl � COMPLU" �� �� 0 - 2 '10 Of - OW �h DNISION WO m.......370 10.1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED 10.10 MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAXIMUM VERTICAL BUCKS AND ASSEMBLIES AS SHOWN ON ARCHITECTURAL DRAWINGS CHANGE AT EDGE IS 1/4" WITH A MAXIMUM BEVEL OF 45 DEGREES. UNLESS OTHERWISE NOTED. 10.11 LATCHING AND LOCKING DOOR THAT ARE HAND ACTIVATED AND 10.2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SPECIFIED ON THE ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH PULL NOTED. ACTIVATING BARS, DR BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE 10.3 ALL LOCK SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE OPENING HARDWARE. WITH THE BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DELIVERED TO TENANT PROPERLY TESTED AND /OR TAGGED. THE 10.12 SEE SHEET A -1 FOR REQUIREMENTS OF DOORS, WINDOWS, AND NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH HARDWARE, IE. DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR BUILDING MANAGEMENT. AND WINDOW DETAILS. 10.4 DETAILED DOOR AND HARDWARE SCHEDULES SHALL BE SUBMITTED 10.13 TYPICAL DOORS CONVENTIONS ARE AS FOLLOWS: TO THE ARCHITECT FOR REVIEW, AND FABRICATION OF MATERIAL SHALL NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN A) DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE RETURNED. TO INSIDE FACE OF JAMB, UNLESS OTHERWISE NOTED. B) DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF 10.5 OMITTED BUTT SIDE JAMB IS 4" FROM FACE OF PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS 10.6 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 OTHERWISE NOTED. POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, C)SEE SHEET A FOR SPECIFIC DOOR REQUIREMENTS. SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR 10.14 UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR CLEAR FINISHED FLOOR BY 1/4 ". ALL RATED DOORS SHALL BE OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD. WHEN ORDERED SO AS TO CLEAR THE FINISHED FLOOR BY 1/4 ", UNLESS FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE OTHERWISE NOTED. DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE, NOT TO EXCEED 15 POUNDS, 10.15 ANY GLAZING ON OR WITHIN 24" OF A DOOR (IN THE SAME PLACE) SHALL BE TEMPERED. 10.7 THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 10.8 ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEGREES TO THE CLOSED POSITION. 10.9 ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM WIDTH REQUIREMENTS. © REVISION PER CITY 11 -07 -07 4 REVISION PER CLIENT 03 -07 -08 ISSUE FOR CONSTRUCTION Q 03-07-08 REVISION PER CLIENT / \ 05 -21 -08 S- �3 -or 6367 REGISTERED ITECT T OH ; IPMAN TATE,R ' WASHINGTON ..f RECEIVED MAY 2 8 2008 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OFTUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DLG Checked By DTR Scale AS NOTED Date 05 -21 -08 Job a. 07 -9110 10 DOOR NOTES 12 PLUMBING NOTES 13 CEILING NOTES 16 NOT USED Sheet No. T-3 SCALE: N.T.S. I SCALE: N.T.S. l SCALE: N.T.S. L SCALE: N.T.S. I TYPE DESCRIPTION A m A ii -1/2" TEMPERED GLASS DOOR - GLASS MOUNTED CURVED STYLE PULL HANDLES - MANUFACTURER: C.R. LAURENCE MODEL NO: CC12X12BS (BRUSHED STAINLESS STEEL) - FLOOR CONCEALED DOOR CLOSER & PIVOT (2) FROM DORMA, ITEM # BTS75V /D - SIGNAGE: "DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" PER IBC. B I0 - 4 -112" BUTT HINGES - MANUFACTURER: STANLEY - CB1900 SERIES - STD. WT. - FLOOR STOP - MANUFACTURER: QUALITY - #W302 OR #331 ES - PRIVACY LOCKSET - FINISHES SHALL BE STAINLESS STEEL - HANDLE DESIGN SHALL BE CORBIN RUSSWIN - PRINCETON OR APPROVED EQUAL - SIGNAGE C Mk - 4 -1/2" BUTT HINGES - MANUFACTURER: STANLEY - CB1900 SERIES - STD. WT. FLOOR STOP - MANUFACTURER: QUALITY - #W302 OR #331 ES - KICKPLATE - MANUFACTURER: HAGER #193 S -SATIN STAINLESS STL. - BOLT - MANUFACTURER IVES #85 SLIDE BOLT RECESSED INTO DOOR - EXIT HARDWARE - MANUF.: DETEX ECL - 600 FIRE RATED EXIT CONTROL LOCK - OVERHEAD CLOSER (MOUNT ON OFFICE/STOCK ROOM SIDE, NOT CORRIDOR SIDE) - BUZZER (PUSH BUTTON AT DOOR, BUZZER AT CASHWRAP) - LATCH (PICK) GUARD - KEYLESS PLATE ON EXTERIOR, PAINTED W/ DOOR DOOR SCHEDULE TAG DESCRIPTION DOOR TYPE FRAME TYPE HDWE HANDLE FINISH 0 3' -0" x 10' -0" x 1/2" GLASS ENTRY DOOR (2) NEW NEW A A - 0 3' -0" x 6' -8" x 1 3/4" FPSC WOOD DOOR NEW NEW B B PAINT DOOR & FRAME TO MATCH ADJACENT SURFACE. 0 3 x 6 x 1 3/4" 1-HR. RATED METAL DOOR NEW NEW C C PAINT DOOR & FRAME TO MATCH ADJACENT SURFACE - EXTERIOR FINISHES PER LANDLORD'S STANDARD I, P -1 3 ' -4 " 12" �IAX{ z� 5 3 Y \ = 12" MAX 'P I W -1 0) IiW.,6 ti EXISTING ELECTRICAL ROOM - NOT IN SCOPE OF WORK EXISTING STORAGE ROOM - NOT I N SCOPE OF WORK pia; ratsWV��•rsc¢rs /11111111.111 o rJ i r r ®� r a r i a r #f KJJ/ J !/JO # IIM/ /r .. ArA/1FAIGI! 11PAILv / ////1L11!/J/IY!/ DIMENSION PLAN SCALE: 1/4 " =1' -0" EXISTING 1HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK SCALE: N.T.S. 5/8" FIRE - RETARDANT PLYWOOD BACKING BEHIND GYP, BD. FOR PLASMA MONITER DOOR SCHEDULES & NOTES CONTRACTOR TO PROVIDE & INSTALL 8' -0" HIGH 5/8" FIRE - RETARDANT PLYWOOD BACKING FOR WALL FIXTURES. SALES FLOOR CONTRACTOR TO PROVIDE & INSTALL 8' -0" HIGH 5/8" FIRE - RETARDANT PLYWOOD BACKING FOR WALL FIXTURES. SCALE: N.T.S. 0 TOILET ELEVATIONS r M 8 I TOILET PLAN SCALE: AS NOTED 5/8" PLYWOOD BACKING FOR STORAGE CABINET 7' -5" / N.1 102 /// l RESTR OOM 0 T -4° 23' -2" C> 5-9" p PIPES UNDER SINK SHALL BE COVERED AND PROTECTED./A RESTROOM ELEVATIONS & FLOOR PLAN 1-1/2" TOILET AND SINK: AMERICAN STANDARD OR EQUIVALENT. STOCKROOM 101 ////77////// ADJANCENT TENANT - NOT IN SSCO / PE O WORK 45' -102" ►nEe deerance 205 I 1 -1/4" to 1 -1/2" DIAMETER G.C. TO PROVIDE BLOCKING AS NEEDED 5/8" GYP. BOARD GRAB BAR DETAIL 6 max toe 150 clearance 17 min depth 430 Fig. 31 BATHROOM FLOOR NOTE: 1. PROVIDE NEW FLOORING AND WATERPROOF MEMBRANE, COVE BASE AND WALL SURFACING. 2. A NEW WATERPROOF MEMBRANE IS REQUIRED. SEE SHEET A -2 FOR SPECIFICATIONS. Lavatory Clearance 30' -0" PAINT WALL ABOVE ALUMINUM 'J' MOLDING AT TOP AND EXPOSED CORNERS W -3 WILSONART GRAPHITE NEBULA 4623 -60 OVER MASONITE TO 48" A.F.F. PROVIDE TRIP CAP ON UPPER EDGE & ON ALL EXPOSED WALL SURFACES. DO NOT INSTALL BEHIND WALL SHELVING. B-1: BLACK VINYL BASE. SEE SHEET A -2 FOR FINISH SCHEDULE. WAINSCOT DETAIL IF BATHROOM FIXTURES ARE OBSERVED BY G.C. TO NOT BE IN WORKING ORDER THEN REPLACE WITH ITEMS DESCRIBED BELOW. G.C. TO VERIFY LIKE NEW OPERATION BY TURNOVER DATE. TOILET ROOM ACCESSORIES: -WALL MOUNTED METAL KITCHEN PAPER TOWEL DISPENSER -TOWEL DISPENSER RECEPTACLE - BOBRICK B -3944 R.O. 16"W x 54.75 "H x 4 "D - TOILET SEAT COVER DISPENSER - BOBRICK B -301 R.O. 15.625 "W x 11.25" H x 2.625 "D OR APPROVED EQUAL - TOILET TISSUE DISPENSER - BOBRICK B-4388 R.O. 6.25"W x 11.25 "H x 3.25" D OR APPROVED EQUAL -GRAB BARS W/ SNAP FLANGE - BOBRICK B -5806 -3 HOOK BROOM/ MOP STRIP 3. PROVIDE TRANSITION FROM EXISTING BATHROOM FLOOR TO STOCKROOM FLOOR SURFACE THAT MEETS OR EXCEEDS H.C. ACESSIBILITY CODE. NOTES: SCALE: N.T.S. 5/8" FIRE - RETARDANT PLYWOOD BACKING FOR OFFICE DESK & SHELVES STOREFRONT ENTRY DOORS DOOR TYPES r� 103 / 106' -82" FLOOR MOUNTED CONCEALED PIVOT & CLOSER W/ HOLD OPEN FEATURE. 30' -0" 1. DOOR LOCK TO BE COMPATIBLE WITH MEDECO BRAND LOCK CYLINDERS. SEE NOTE ON TITLE PAGE REGARDING TURN OVER REQUIREMENTS. 2. HAND ACTIVATED DOOR OPENING HARDWARE TO BE MOUNTED 34" ABOVE FLOOR AND OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. 3. MAXIMUM FORCE TO OPERATE DOORS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR DOORS AND 5 LBS, FOR INTERIOR DOORS. 4. ALIGNMENT OF DOOR HEADS AND OTHER CRITICAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE. 5. UNDER CUT DOORS 1/4 " -1/2" UNLESS OTHERWISE NOTED. // / I) 0 1,310 RESTROOM SIGN /S WHERE APPLICABLE. KICK PLATE RESTROOM DOOR (NEW): - SOLID CORE - HARDBOARD FINISH - SIGNAGE (IF NONE EXISTING) - PAINT DOOR AND FRAME TO MATCH ADJACENT WALL COLOR - SEE FINISH SCHEDULE SHEET A -2 NEW VIEWPORT @ 102 ONLY NEW PANIC HARDWARE BY DETEX @ 102 ONLY 50' - 22" KICK PLATE REAR EXIT (NEW): - SOLID CORE HARDBD FIN. - PAINT DOOR AND FRAME TO MATCH WALL COLOR - SEE FINISH SCHEDULE SHEET A -2 - INSTALL DETEX ECL600 EXITING HARDWARE COD: 6. EXTERIOR DOORS (EXCEPT DOOR 100) ARE NOT TO HAVE A KEYED ENTRY, BOLT OR DOOR HANDLE ON OUTSIDE. AT EXISTING DOORS REMOVE ANY EXISTING ENTRY HARDWARE. SUPPLY COVER PLATE TO CONCEAL HOLES OR CORES. SUPPLY STRIKE COVER PLATE PER HARDWARE SCHEDULE. STORE ENTRY IS TO ONLY BE THROUGH FRONT DOOR. REAR ENTRY DOOR SHALL HAVE A DOORBELL FOR DELIVERIES. 7. AT TURNOVER, CONTRACTOR IS TO GIVE NOTICE FOR REKEY TO SKECHERS LOSS PREVENTION DEPT. CONTRACTOR IS TO SUPPLY ALL KEYS TO SPACE TO TENANT OR TENANT'S LOCKSMITH. CONTACT SKECHERS LOSS PREVENTION DEPT. FOR TURNOVER AND SECURITY REQUIREMENTS. 8. DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. 27' -3" HARDWARE SCHEDULE EXISTING 1HR. DEMISING PARTITION. 6" MTL. STUDS @ 16" O.C. INSTALLED BY LANDLORD'S ARCHITECT, 5/8" TYPE "X" GYP. BD. PROVIDED & INSTALLED BY CONTRACTOR ON SKECHERS SIDE ONLY TO 6" BELOW THE UNDERSIDE OF THE EXISTING DECK. EXISTING 1HR. PARTITION. 6" MTL. STUDS @ 16" O.C. INSTALLED BY LANDLORD'S ARCHITECT. CONTRACTOR TO PROVIDE & INSTALL 5/8" TYPE "X" GYP. BD. ON SKECHERS SIDE ONLY TO 6" BELOW THE UNDERSIDE OF THE EXISTING DECK. NEW 1 HR. DEMISING PARTITION FOR REAR ENTRY ALCOVE TO MATCH ADJACENT 1 HR. DEMISING PARTITION. CONTRACTOR TO PROVIDE & INSTALL 6" MTL. STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP, BD. ON EACH SIDES TO 6" BELOW THE UNDERSIDE OF THE EXISTING DECK. NEW FULL HEIGHT PARTITION TO BOTTOM OF FLOOR DECK BY GC. NEW 3 -5/8" METAL STUDS @16" O.C. PARTITION W/ 5/8" GYP, BD. EACH SIDE. NEW 8' -0" HIGH WALL W/ 18 GA. 3 -5/8" METAL STUDS @ 16" 0.C. W/ 5/8" TYPE "X" GYP. BD. ON EACH SIDE. NOTE: ALL PENETRATIONS THROUGH WALLS MUST BE SEALED AND FINISHED. LEGEND SCALE: N.T.S. NORTH J J O 2 CO IY N w H Q W C� = 00 D F" r- (/)paD W J W W � LUD 0 0 0 a a x to m r z z 0 u0 u) I- Revisions Q ISSUE TO LANDLORD 07 -06-07 REVISION PER LANDLORD L!1 08 -10 -07 A REVISION PER LANDLORD 09 -10 -07 Q ISSUE FOR PERMIT 09 -10 -07 A REVISION PER CITY 3 11 -07 -07 A REVISION PER CLIENT 4 03 -07 -08 A ISSUE FOR CONSTRUCTION 03 -07 -08 A\ REVISION PER CLIENT 05 -21 -08 ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DLG Scale AS NOTED Job No. Sheet No. a, w 0 0 0 _ 0. 6 w _ N oe 0* RECEIVED MAY 282008 PERMIT CENTER Checked By DTR Date 05 -21 -08 07 -9110 A -1 F 847-298-6966 FLOOR FINISHES PAINT FINISHES F -1 12" x 24" ENGINEERED PORCELIAN STONEWARE ARDESIA BLUE GROUT: C.B.P. CHARCOAL GRAY #60 P -1 PAINT: SHERWIN WILLIAMS (SW -7013) "IVORY LACE ", LATEX -SEMI GLOSS F-2 24" x 24" ENGINEERED PORCELIAN STONEWARE - PIETRA DI BEDONIA GROUT: C.B.P. CHARCOAL GRAY #60 P_2 PAINT: SHERWIN WILLIAMS (SW7013) "IVORY LACE" LATEX- FLAT F -3 SHEET VINYL ARMSTRONG "CONNECTION CORLON" 85717 OTTER GRAY BY ARMSTRONG. COEFFICIENT OF FRICTION = 0.6 P -3 PAINT: SHERWIN WILLIAMS (SW7013) "IVORY LACE" LATEX- EGG SHELL, LOW GLOSS F-4 VCT IMPERAIL TEXTURE, STANDARD EXCELON 51903 BLUE /GRAY BY ARMSTRONG. COEFFICIENT OF FRICTION = 0.6 P-4 PAINT: SHERWIN WILLIAMS (SW -6524) "COMMODORE BLUE" LATEX - EGG SHELL, LOW GLOSS F 5 STOCK ROOM F-4 PAINT: S ERWIN WILLIAMS (SW 652 ) "C MM RE BLUE ",-LATEX FLAT USED DIAM ND P LISI ICD C NCRCTC DIAM ND UEST SYSTEMS BY QUCSTMARI< fL0 RING, C EffICIENT F FRICTI N IS C UALT NOT USED P -3 P 5 NOT R GREATER TI IAN .5 F 6 SEAL EXISTING C NCRETE W/ TW C ATS F "B MANITE HY R C AT" C NCRETE CL SS P 6 PAINT: SHERWIN WILLIAMS (SW 7015) "C SE CRAY ", LATEX FCC SHELL, L W CL SS SEALER, HIGH GL SS. COEFFICIENT F FRICTI N IS EQUAL T OR GREATER THAN 0.5 P -1 / W -1 P -1 / W -1 P -1 / W -1 C -1 / P -1 F-7 HARDWOOD FLOORING - BLACK OAK, ULTRA MAT URETHANE FINISH. TYLE VARIATIONS: HARMONY (60 %) & VARIATIONS (40 %). JUNCKERS HARDWOOD, INC.,/,\ M -1 MODULAR ART PANELS - 32" x 32" - PATTERN: DUNE MANUFACTURER; MODULARARTS 4Q BASE FINISHES WAINSCOT FINISHES B -1 BASE 6" HIGH x 3/4" LAMINATE OVER MDF BASE. OCTOLAM #899 BRUSHED ALUMINUM W -1 WHITE PEBBLE TEXTURE FRP ON WALL AT 48" A.F.F. B-2 6 " VINYL COVED BASE TOPSET JET BLACK #60 BY ARMSTRONG W 2 UNFINISHED MAS NIT: WAINSC T T 8" A.F.F. PR VI E TRIM CAP N UPPER E CE, N ALL EXP SE WALL SURFACES. D N T INSTALL BEHIN WALL SHELVING. NOT USED B -3 4" VINYL COVED BASE - "CONNECTION CORLON" 85717 OTTER GRAY BY ARMSTRONG W -3 WILSONART GRAPHITE NEBULA 4623-60. OVER MASONITE TO 48" A.F.F. PROVIDE TRIM CAP ON UPPER EDGE OF EXPOSED WALL SURFACES. DO NOT INSTALL BEHIND WALL SHELVING. CEILING FINISHES STOREFRONT FINISHES C -1 NEW DRYWALL CEILING TO BE PAINTED. SF -1 # 4 BRUSHED STAINLESS STEEL CLADDING C-2 PAINTED OPEN CEILING SF -2 GLASS TILE BY WALKER ZANGER: COCKTAIL GLASS "BLUE HAWAIIAN" 3/4" x 3/4" SQUARE TILE, GROUT: C.B.P. DELOREAN GRAY #165 C -3 EXISTING CEILING T REMAIN NOT USED C ARMSTR NG C MME CIAL CEILING TILES METAL W RI<S: MICR F'CRF TC , PATTERPJ #138. I I LE SIZE:. C" WITI I FLUSI I TCCULr LDGL PROF-1L-E— C-5 USG RADAR ACOUSTICAL CEILING PANELS (SLT) 2'x4' ITEM NO. 2742. BRAND DX/DXL CEILING SUSPENSION SYSTEM, 15/16" FACE WIDTH, SILVER SATIN FINISH. ROOM FLOOR BASE WALLS CEILING REMARKS NORTH SOUTH EAST WEST SALES AREA F -7 B -1 P -3 / P-4 P -4 P -3 P -3 C -1 / P -2 G.C./ FLOOR VENDOR TO VERIFY EXISTING FLOOR CONDITION AND VERIFY WITH SKECHERS PRIOR TO PREP /APPLICATION OF NEW FLOOR FINISH. STOCK ROOM F-4 B -2 P -3 P -3 P -3 P- C-5 G.C./ FLOOR VENDOR TO VERIFY EXISTING FLOOR CONDITION AND VERIFY WITH SKECHERS PRIOR TO PREP /APPL CATION OF NEW FLOOR FINISH. RESTROOM F -3 B -3 P -1 / W -1 P -1 / W -1 P -1 / W -1 P -1 / W -1 C -1 / P -1 G.C. TO VERIFY THAT FIXTURES ARE IN WORKING ORDER. VCT FINISH PLAN SCALE: EXISTING MALL FLOORING EXISTING STORAGE ROOM - NOT IN SCOPE OF WORK ►T�Tlrii■ M rd a= � — rrrrr �.� wr■ ■M■�rrw ■1I 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WALLS AS NOTEC I I I 1 1 I I I I I I 1 1 1 1 I 1 1 1 1 1 CEILING c-i gm••Nfism...mrillist_ima 10 .„ rA 1 1 1 1 1 1 1 1 1 1 1 ►�mi�1 1 1 I I I 1 I I I I 1 1 I 1 1 I 1 1 "' ft I I I I 1 I I I I 1 1 1 1 1 I I 1 1 1 1 I I I I 1 1 I 1 I I 1 1 L 1 1 1 I 1 1 1 1 I 1 I I I_ I I 1 I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I 1 1 J 1 1 1 f I 1 1 1 I 1 1 I 1 1 1 1 I I 1 I L 1 r 1 1 I I 1 1 1 1 1 1 1 I 1 1 I I I I 1 1 I_ 1 1 1 1 1 I I I I 1 1 I I I I I 1d l/ 0. P-4 1 1 1 1 1 1 ∎� ∎ ∎ ∎� P - 3 I 1 I I I P FLOORING VENDOR TO LASER CUT "SKECHERS LOGO" INTO TILE FLOORING. EXISTING ELECTRICAL ROOM - NOT IN SCOPE OF WORK RESTROOM\ FLOOR F - BASE B - WALLS P -1/W -1 CEILING C -1 /P -1 CONTRACTOR TO PROVIDE & INSTALL 2" x 2" x 48 "H STAINLESS ST EL METAL CORNER GUARDS I STOCKROOM (TYP). SEE D AIL 4/A -2 EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK STOCK ROOM FLOOR F4 BASE B - WALLS P - CEILING C -5 STOCKROOM SALES AREA FLOOR F-7 BASE B -1 1/4 " =1' -0" STAINLESS STEEL SCHLUTER - SCHIENE TRANSITION STRIP (ITEM NO.: ) SCALE: NTS SCALE: NTS RUBBER ADAPTER STRIP JOHNSONITE -BLACK CV Ar 4 WOOD FLOORING - CONTRACTOR TO ADJUST FLOOR LEVEL AS REQUIRED TO PROVIDE FLUSH TRANSITION. INTERIOR TRANSITION 23' -2" NEW RESTROOM 4 4 a ° d 4 v O NOTE: MAXIMUM OF 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL, OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT LEVEL CHANGES NOT EXCEEDING 1/4" MAY VER VERTICAL. ENTRANCE THRESHOLD n v a NOTE: MAXIMUM OF 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT LEVEL CHANGES NOT EXCEEDING 1/4" MAY VER VERTICAL. TILE FLOORING - CONTRACTOR TO ADJUST FLOOR LEVEL AS REQUIRED TO PROVIDE FLUSH TRANSITION. I x N VCT FLOORING THRESHOLD DETAIL SCALE: NTS ROOM FINISHES SCALE: NTS Maw 1r 30' -0" ////////////// ADJANCENT TENANT - NOT IN SCOPE OF WORK ���������� /��� 1/2" x 5" HANDICAPPED ACCESSIBLE ALUM. THRESHOLD SET IN MASTIC. ALIGN FLUSH VV/TILE DOOR BOTTOM SWEEP SHEET VINYL FLOORING - MAXIMUM CROSS SLOPE OF ALL LANDINGS, RAMPS AND /OR WALKS TO BE 1/4 INCH PER FOOT. -ALL EXTERIOR DOOR LANDINGS GRADE TO HAVE SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. a 1- z CsJ N s. WALL TRIM DETAIL SCALE: NTS I // 103 / / AREA . 5/8" TYPE 'X' GYP. BD. 3 5/8" MTL. STUDS SAF -T -GUARD STAINLESS STEEL CORNER GUARDS - MODEL: CGSS- 90 -2.5, #4 FINISH, 18 GA., 48" H 30' -0" 03 3/D NOTES: 1. REFER TO SHEET T -2 FOR TYPICAL PARTITION NOTES AND PATCHING AND CLEANING NOTES. 2. REFER TO SHEET A -1 FOR DOOR SCHEDULE AND HARDWARE SCHEDULE. 3. REFER TO SHEET T -3 FOR TYPICAL DOOR NOTES AND GENERAL DOOR REQUIREMENTS. 4. REFER TO SHEET T -2 FOR TYPICAL MILLWORK NOTES. REFER TO SHEET T -2 FOR MILLWORK HARDWARE SPECIFICATIONS AND ADDITIONAL INFORMATION, 5. REFER TO SHEET T -3 FOR TYPICAL PLUMBING NOTES. 6. REFER TO SHEET A -1 FOR TYPICAL DOOR CLEARANCES THAT MUST BE MAINTAINED. 7. REFER TO SHEETS T -1 THRU T -3 FOR TYPICAL SPECIFICATIONS. ROOM FINISHES SCALE: NTS 27' -3" .- ---R01 COMPLIANCE CODE APPROVED JUN -2, 2008 Of Tukwila 13 I DIN D 8. REFER SHEET T -1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. 9. REFER TO SHEET T -1 FOR GENERAL NOTES. 10. REFER TO SHEETS T -2 FOR DISABLED ACCESS NOTES. 11. REFER TO SHEET T -2 FOR FIRE AND SAFETY NOTES. 12. REFER TO SHEET T -2 FOR TYPICAL PAINTING NOTES. 13. REFER TO SHEET T -3 FOR TYPICAL FLOORCOVERING NOTES. 14. REFER TO SHEET T -3 FOR TYPICAL CLEANING NOTES. astwAr A raiaaiari •riraai�v1/1101/41viaaiaaaoai aiaiioaaAiaoiramiv2 NORTH J CN It � = 00 D 0) 0 O Q W 0 = W < LL W j5 1 z 2 a U 4- 0 0 ARCHITECT 0 •o v 0. 0 • 0 aa, f-f) N 3.0co _ m a E C o m w o Co o Z a, G co d r-• REVISION PER CLIENT 5 05 -21 -08 Revisions A ISSUE TO LANDLORD 07 -06-07 A REVISION PER LANDLORD ' \ 08 -10-07 A REVISION PER LANDLORD 09 -10 -07 A ISSUE FOR PERMIT \ 09 -10-07 REVISION PER CITY 11 - 07 - 07 REVISION PER CLIENT 03 -07 -08 ISSUE FOR CONSTRUCTION 03 -07 -08 5 -23 -of RECEIVED MAY 2 8 2008 PERMIT CENTFr I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DLG Scale 1/4 " =1-0" Checked By DTR Date 05 -21 -08 Job N0 -9110 Sheet No. A -2 WALLS AS NOTED CEILING c-i VCT FINISH PLAN SCALE: EXISTING MALL FLOORING EXISTING STORAGE ROOM - NOT IN SCOPE OF WORK ►T�Tlrii■ M rd a= � — rrrrr �.� wr■ ■M■�rrw ■1I 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WALLS AS NOTEC I I I 1 1 I I I I I I 1 1 1 1 I 1 1 1 1 1 CEILING c-i gm••Nfism...mrillist_ima 10 .„ rA 1 1 1 1 1 1 1 1 1 1 1 ►�mi�1 1 1 I I I 1 I I I I 1 1 I 1 1 I 1 1 "' ft I I I I 1 I I I I 1 1 1 1 1 I I 1 1 1 1 I I I I 1 1 I 1 I I 1 1 L 1 1 1 I 1 1 1 1 I 1 I I I_ I I 1 I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I 1 1 J 1 1 1 f I 1 1 1 I 1 1 I 1 1 1 1 I I 1 I L 1 r 1 1 I I 1 1 1 1 1 1 1 I 1 1 I I I I 1 1 I_ 1 1 1 1 1 I I I I 1 1 I I I I I 1d l/ 0. P-4 1 1 1 1 1 1 ∎� ∎ ∎ ∎� P - 3 I 1 I I I P FLOORING VENDOR TO LASER CUT "SKECHERS LOGO" INTO TILE FLOORING. EXISTING ELECTRICAL ROOM - NOT IN SCOPE OF WORK RESTROOM\ FLOOR F - BASE B - WALLS P -1/W -1 CEILING C -1 /P -1 CONTRACTOR TO PROVIDE & INSTALL 2" x 2" x 48 "H STAINLESS ST EL METAL CORNER GUARDS I STOCKROOM (TYP). SEE D AIL 4/A -2 EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK STOCK ROOM FLOOR F4 BASE B - WALLS P - CEILING C -5 STOCKROOM SALES AREA FLOOR F-7 BASE B -1 1/4 " =1' -0" STAINLESS STEEL SCHLUTER - SCHIENE TRANSITION STRIP (ITEM NO.: ) SCALE: NTS SCALE: NTS RUBBER ADAPTER STRIP JOHNSONITE -BLACK CV Ar 4 WOOD FLOORING - CONTRACTOR TO ADJUST FLOOR LEVEL AS REQUIRED TO PROVIDE FLUSH TRANSITION. INTERIOR TRANSITION 23' -2" NEW RESTROOM 4 4 a ° d 4 v O NOTE: MAXIMUM OF 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL, OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT LEVEL CHANGES NOT EXCEEDING 1/4" MAY VER VERTICAL. ENTRANCE THRESHOLD n v a NOTE: MAXIMUM OF 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT LEVEL CHANGES NOT EXCEEDING 1/4" MAY VER VERTICAL. TILE FLOORING - CONTRACTOR TO ADJUST FLOOR LEVEL AS REQUIRED TO PROVIDE FLUSH TRANSITION. I x N VCT FLOORING THRESHOLD DETAIL SCALE: NTS ROOM FINISHES SCALE: NTS Maw 1r 30' -0" ////////////// ADJANCENT TENANT - NOT IN SCOPE OF WORK ���������� /��� 1/2" x 5" HANDICAPPED ACCESSIBLE ALUM. THRESHOLD SET IN MASTIC. ALIGN FLUSH VV/TILE DOOR BOTTOM SWEEP SHEET VINYL FLOORING - MAXIMUM CROSS SLOPE OF ALL LANDINGS, RAMPS AND /OR WALKS TO BE 1/4 INCH PER FOOT. -ALL EXTERIOR DOOR LANDINGS GRADE TO HAVE SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. a 1- z CsJ N s. WALL TRIM DETAIL SCALE: NTS I // 103 / / AREA . 5/8" TYPE 'X' GYP. BD. 3 5/8" MTL. STUDS SAF -T -GUARD STAINLESS STEEL CORNER GUARDS - MODEL: CGSS- 90 -2.5, #4 FINISH, 18 GA., 48" H 30' -0" 03 3/D NOTES: 1. REFER TO SHEET T -2 FOR TYPICAL PARTITION NOTES AND PATCHING AND CLEANING NOTES. 2. REFER TO SHEET A -1 FOR DOOR SCHEDULE AND HARDWARE SCHEDULE. 3. REFER TO SHEET T -3 FOR TYPICAL DOOR NOTES AND GENERAL DOOR REQUIREMENTS. 4. REFER TO SHEET T -2 FOR TYPICAL MILLWORK NOTES. REFER TO SHEET T -2 FOR MILLWORK HARDWARE SPECIFICATIONS AND ADDITIONAL INFORMATION, 5. REFER TO SHEET T -3 FOR TYPICAL PLUMBING NOTES. 6. REFER TO SHEET A -1 FOR TYPICAL DOOR CLEARANCES THAT MUST BE MAINTAINED. 7. REFER TO SHEETS T -1 THRU T -3 FOR TYPICAL SPECIFICATIONS. ROOM FINISHES SCALE: NTS 27' -3" .- ---R01 COMPLIANCE CODE APPROVED JUN -2, 2008 Of Tukwila 13 I DIN D 8. REFER SHEET T -1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. 9. REFER TO SHEET T -1 FOR GENERAL NOTES. 10. REFER TO SHEETS T -2 FOR DISABLED ACCESS NOTES. 11. REFER TO SHEET T -2 FOR FIRE AND SAFETY NOTES. 12. REFER TO SHEET T -2 FOR TYPICAL PAINTING NOTES. 13. REFER TO SHEET T -3 FOR TYPICAL FLOORCOVERING NOTES. 14. REFER TO SHEET T -3 FOR TYPICAL CLEANING NOTES. astwAr A raiaaiari •riraai�v1/1101/41viaaiaaaoai aiaiioaaAiaoiramiv2 NORTH J CN It � = 00 D 0) 0 O Q W 0 = W < LL W j5 1 z 2 a U 4- 0 0 ARCHITECT 0 •o v 0. 0 • 0 aa, f-f) N 3.0co _ m a E C o m w o Co o Z a, G co d r-• REVISION PER CLIENT 5 05 -21 -08 Revisions A ISSUE TO LANDLORD 07 -06-07 A REVISION PER LANDLORD ' \ 08 -10-07 A REVISION PER LANDLORD 09 -10 -07 A ISSUE FOR PERMIT \ 09 -10-07 REVISION PER CITY 11 - 07 - 07 REVISION PER CLIENT 03 -07 -08 ISSUE FOR CONSTRUCTION 03 -07 -08 5 -23 -of RECEIVED MAY 2 8 2008 PERMIT CENTFr I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DLG Scale 1/4 " =1-0" Checked By DTR Date 05 -21 -08 Job N0 -9110 Sheet No. A -2 SALES FLOOR FIXTURES STOCKROOM FIXTURES STYLES HELD QTY. IN STORE MERCHANDISE FIXTURES STOCKROOM OFFICE 2 80 WOMEN'S FLOOR SET 20 1 WATER DISPENSER PROVIDED BY SKECHERS DEPT) 20 WOMEN'S WALL FIXTURE 12 x36 "x10' FIXED SHELVING UNIT (1) 9 324 WALL ENWOMEN FIXTURE M, & KIDS 40 1 40 MEN'S FLOOR SET (CONSTRUCTION 1 tz "x48" 12"x48 "x10' FIXED SHELVING UNIT (23) � I I I ' J1 7 /1P KID'S FLOOR FIXTURE 20 1 20 KID'S WALL FIXTURE 40 .- REFRIGERATOR AND MICROWAVE PROVIDED BY SKECHERS (OPERATIONS DEPT) r tz• x so ", 12 "x60 "x10' FIXED SHELVING UNIT (0) k PEG PANEL WALL FIXTURE 2,152 20% MENS 3,228 24 "x3fi "x10' FIXED SHELVING UNIT (0) 24 "x48 "x10' FIXED SHELVING UNIT (8) WOMENS X SAFE PROVIDED BY SKECHERS (LOSS PREVENTION DEPT) 5,381 50% STOREFRONT FIXTURE FLOOR FIXTURE (6' -0" 0) 100% TOTAL STORE COUNT* 11,637 N/A BN BENCH 0 EMPLOYEE LOCKERS PROVIDED BY SKECHERS (OPERATIONS DEPT) 24 x6o 24 "x60 "x10' FIXED SHELVING UNIT (0) WALL MIRROR KIDS BENCH (5' -6" 0) eXITI SERVER CABINET PROVIDED BY SKECHERS (IT DEPT) lti 24 "x36 "x10' FIXED SHELVING UNIT (0) CASH WRAP 38 "W x 12 "D x 3 "H DISPLAY SHELF 0>M 24 "x48 "x10' MOBILE SHELVING UNIT (42) WALL MOUNTED 24 "x 24 "x60 "x10' MOBILE SHELVING UNIT (0) LIGHTBOX BACK WRAP _ NOTE INSPECTION OF FIXTURES AND EQUIPMENT: UPON DELIVERY, THE CONTRACTOR SHALL UNLOAD & INSPECT ALL VENDOR SUPPLIED MATERIALS AND /OR FIXTURES AND VERIFY THE FOLLOWING: A. THAT THE FIXTURES WERE NOT DAMAGED DURING DELIVERY. THIS INSPECTION MUST BE MADE PRIOR TO ACCEPTANCE FROM THE SHIPPING AGENT. B. THE QUANTITY OF FIXTURES ARE EXACTLY THE SAME AS SHOWN ON THIS PLAN AND PACKING SLIPS. IF IT IS DETERMINED THAT DAMAGE EXISTS OR THERE ARE QUANTITY INCONSISTENCIES, THE CONTRACTOR SHALL NOTIFY THE VENDOR IN WRITING WITHIN 24 HOURS. COPIES OF ALL CORRESPONDENCE BETWEEN THE CONTRACTOR AND VENDOR REGARDING DAMAGE OR QUANTITY INCONSISTENCIES SHOULD BE FAXED TO SKECHERS CONSTRUCTION DEPARTMENT AT 310- 937 -1360. STOCKROOM FIXTURE VENDOR TO PROVIDE STOCKROOM FIXTURES AND OFFICE FIXTURES. CONTRACTOR TO INSTALL. FOR DETAILS OF STORAGE SHELVING SYSTEMS PLEASE REFER TO SHEETS A -8 & A -9. FIXTURES TYPE STYLES HELD QTY. IN STORE TOTAL STYLES WOMEN'S WINDOW FIXTURE 40 2 80 WOMEN'S FLOOR SET 20 1 1 O/F 20 WOMEN'S WALL FIXTURE 36 9 324 MEN'S WINDOW FIXTURE 40 1 40 MEN'S FLOOR SET 20 1 20 MEN'S WALL FIXTURE 36 7 252 KID'S FLOOR FIXTURE 20 1 20 KID'S WALL FIXTURE 40 3 120 TOTAL STYLES 876 STOCKROOM KIDS 2,152 20% MENS 3,228 30% WOMENS 5,381 50% STOCKROOM COUNT 10,761 100% TOTAL STORE COUNT* 11,637 N/A 23' -2" 30' -0" 30' -0" , 27' -3" ; CVICTIAIn aun Brnxiinr r.nrinirtrun AInT IA onnr= nr IA /nnii ,. ear-2 1 O/F 11/c 12 /F 1 Q/c 1 A IE 15/K 1 EXISTING STORAGE ROOM - NOT IN SCOPE OF WORK r r F., El ►;_ P � I� N � i.ru � '4 102 20 0 19 18 19 � wl 0 FILE T Jp � j A o 103 26 • 1 II�II I. I II�II I ll Air�r/ iao. 111 - 1 -Mal 9 10 Min M EM IR= 4/..001111W AWN 1""r 11 1 �1/ m WA/ 1 AVM r or EXISTING ELECTRICAL ROOM - NOT IN SCOPE OF WORK 1 1 rrl I I I I 1 a l i m 1 48"1 52 - - J 18 TYP. 1 13 12" x 48• 48" 74" TYP. 18 1 TYP. x a, -a x x 1 19 STOCKROOM 101 12•x48 x x 12' x 48' 4 K 12" x 48" x x N • i x TYP. TYP. 19 TYP. 3' -° 19 TYP. 12 "x4 x 14 19 13 4 1 1 42 I I 1 36 °1 11 12 14 25 4 -0r 8/G 25 3 TYP. TYP 5 TYP. BN V BN BN BN 6 TYP. SALES FLOOR 100 WOMENS 8 oast MEN TYP. TYP. BN BN 8 TYP. BN 8 TYP. BN BN BN 10 TYP. TYP. 8 4120 %RN TYP. TYP. \ TYP 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 2 1 NEW / RESTROOM A FIXTURE PLAN SCALE: 1/4" =1' -0" STAPLES DIRECT ORDERING INFORMATION: THESE ITEMS ARE ORDERED THROUGH SKECHERS. COORDINATE WITH AMY PITZELE (310 -318 -3100 X 4228) ONE WEEK PRIOR TO DESIRED DELIVERY DATE. (2) LOCKERS: SINGLE WIDE -TNN- 102640 (SAND COLOR) 12" W x 18" D x 72" H (2) LOCKER BASES TNN - 110355 (12) COMBINATION LOCKS #MLK1500D (2) FILE CABINETS - #904540 (PUTTY) 2 DRAWER LEGAL, 18 1/4" W x 26.5" D x 29" H MICROWAVE - AVANTI .6 CU.FT. 18" W x 151/4" D x 11.5" H REFRIGERATOR - AVANTI, 1.7 CU.FT. 18 1/2" W x 17 1/2" D x 19 1/2" H (WHITE) DESK CHAIR - #374498 (GREY) (4) FOLDING CHAIRS - #669929(SET) (1) 6' FOLDING TABLE - #458880 STOCKROOM COAT RACK - SAF -4161, 18" WIDE (2) CASH WRAP WASTEBASKETS - #540542 RUBBERMAID 20" W x 11" D x 30" H COLOR: GREY 1 DIRECT ORDER INFORMATION SCALE: N.T.S. *PAIR ESTIMATES BASED ON AVERAGE 5 "x10" SHOE BOX STYLE COUNT SCALE: N.T.S. 2 4 I5J 6 8 9 12 131 14 3 FIXTURE VENDOR TD PROVIDE STOREFRONT DISPLAY FIXTURE. CONTRACTOR TO INSTALL. CONTRACTOR TO PROVIDE AND INSTALL INTERNATIONAL SIGN OF ACCESSIBILITY AT ENTRY DOORS AND CASH WRAP PER ADA ACCESSIBLITLY GUIDELINES. FIXTURE VENDOR TO PROVIDE CASHWRAP WITH ADA ACCESSIBLE COUNTER, 36" MIN. WIDTH AND 32 -36" MIN. HEIGHT. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE BACKWRAP FIXTURE. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE WALL FIXTURE. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE SURFACE MOUNTED MIRROR. CONTRACTOR TO INSTALL. I f I FIXTURE VENDOR TO PROVIDE ROUND FLOOR DISPLAY TABLES. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE STOOLS. CONTRACTOR TO INSTALL. KIDS BENCH. SUPPLIED BY FIXTURE VENDOR, INSTALLED BY CONTRACTOR. 10 LIGHT VENDOR TO PROVIDE 36" x 18" LIGHTBOXES. CONTRACTOR TO INSTALL W/ GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SEE ELEVATION PLAN MOUNTING HEIGHT. 11 38 "W X 12 "D X 3 "H DISPLAY SHELF MOUNTED ABOVE WALL FIXTURE & SUPPLIED BY FIXTURE VENDOR. INSTALLED BY CONTRACTOR. WALL MOUNTED FLAT PANEL MONITOR, VIDEO FEED FROM OFFICE LOCATION. MONITORS SUPPLIED BY NV VENDOR. INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE AND INSTALL FIRE EXTINGUISHERS. CONTRACTOR TO COORDINATE FIRE EXTINGUISHER REQUIREMENTS WITH THE RESPECTIVE FIRE DEPARTMENT. CONTRACTOR TO PROVIDE AND INSTALL THERMOSTAT AND REMOTE SENSOR. (SEE MECHANICAL SHEETS FOR LIGHTSTAT MODEL AND SPECIFICATIONS). GRAPHIC TYPES TYPE A B C E F G H J K SCALE: NTS SIZE (WxH) 36" x 18" 20" x 38" 24" x 42" 52" x 76" 36" x 18" 24" x 42" 52" x 76" 36" x 48" 48" x 36" ULI \Y IVC 1�V1 \I11LlVfl ^ / ADJANCENT TENANT - / NOT IN SCOPE OF WORK FRAME SNAP FRAME SNAP FRAME SNAP FRAME SNAP FRAME LIGHT BOX LIGHT BOX LIGHT BOX WINDOW POSTER DOUBLE SIDED WONDOW POSTER DOUBLE SIDED LAYOUT LANDSCAPE PORTRAIT PORTRAIT PORTRAIT PORTRAIT PORTRAIT PORTRAIT PORTRAIT LANDSCAPE MEDIA POSTER POSTER POSTER POSTER DURATRANS (TRANSPARENCY) DURATRANS (TRANSPARENCY) DURATRANS (TRANSPARENCY) POSTER POSTER KEYNOTES & GRAPHICS INFORMATION 15 16 171 18 19 I 121 1221 23 F251 26 MANAGERS OFFICE: SEE SHEET A -7 FOR DETAILS AND SPECIFICATIONS. SKECHERS TO PROVIDE SERVER CABINET. CONTRACTOR TO INSTALL ABOVE MANAGER'S DESK. (SEE TYP. OFFICE DETAILS ON SHEET A -7 FOR MOUNTING INSTRUCTIONS AND HEIGHT). SKECHERS TO PROVIDE (2) 6 TIER, SINGLE WIDE EMPLOYEE LOCKER FROM STAPLES DIRECT. CONTRACTOR TO INSTALL (SEE DIRECT ORDER INFORMATION FOR SPECIFICATIONS). CONTRACTOR TO BRACE CENTER AISLE STORAGE SHELVES TO WALL WITH METAL STUDS ATTACHED TO TOP OF SHELVING. CONTRACTOR TO SECURE FIXED STORAGE SHELVES DIRECTLY TO ADJACENT WALL. NEW ELECTRICAL PANEL AND TRANSFORMER. MAINTAIN A 36" CLEAR AISLE IN FRONT OF ELECTRICAL PANELS AND TRANSFORMER PER CODE. TELEPHONE PANEL LOCATION. CONTRACTOR TO PROVIDE & INSTALL 27" W X 12" DEEP X 24 -3/4" H STORAGE CABINET ABOVE TOILET BY O'SULLIVAN (AVAILABLE @ WWW.HOMEDEPOT.COM). CONTRACTOR TO PROVIDE 3 HOOK COAT RACK HANGER AT 66" A.F.F. ON BACK OF TOILET ROOM DOOR. GRAPHICS ARE PROVIDED BY SKECI IERS. SEE ELEVATIONS FOR MOUNTING HCICI ITS. LIGHT VENDOR TO PROVIDE 26" x 44" LIGHTBOXES. CONTRACTOR TO INSTALL W/ 24" x 42" GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SEE ELEVATIONS FOR MOUNTING H EIGHTS. SIGN VENDOR TO PROVIDE AND INSTALL WALL MOUNTED KIDS PUCK SIGN. BOTTOM OF SIGN @ 7' -10" A.F.F. LOCATION 1 2 3 4 5 6 7 8 GRAPHICS TYPE K G F F F F G LOCATION 9 10 11 12 13 14 15 16 OFFICE / AREA TYPE G F F F F F K K 7/F 4 SCALE: NTS 6/F FIXTURE LEGEND 5/F 1 1 4/F '3 WIEWE p p� C �E'� AppRO SUN -2. 200 i1a CI! Of Tukw 16/K 1/K NORTH 0 Tr I — Ci" B' ce) co 7 Q Do .o Q 0 0 Q x z V 3 2 0 Q m = = Z Q► co 0 . r = UOsc� V` o a Ill LL Revisions A ISSUE TO LANDLORD ` 07 -06-07 A REVISION PER LANDLORD 108 -10-07 A REVISION PER LANDLORD / 2 \ 09 -10 -07 A ISSUE FOR PERMIT / \ 09 -10 -07 A REVISION PER CITY / 3 \ 11 -07 -07 A REVISION PER CLIENT / \ 03 -07 -08 A ISSUE FOR CONSTRUCTION l \ 03 -07 -08 A REVISION PER CLIENT 05 -21 -08 ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE - PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE. THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT RECEIVED MAY 282 PERMIT CENTER II Drawn By DLG Checked By DTR Scale 114 " =1' -0" Date 05 -21 -08 Job N0 -9110 Sheet No. A -3 12 "x48' 12 "x48" 1 "x4t3" 4' - 0" TY . 12 "x413" 12 "x48" 12 "x48 12 "x4 TOCKROOM -0" TYP. 12 "x48 12 "x4 13'-0" A.F.F. 2' x 4' CEILING TI 12 "x4 12 "x4 1 2 " x 4 8 12 ", 12"x 12' -0" A.F.F. 2' - 0" 3 GYP. BD. CEILING D170W 0170W , A7 D170W D170W D170W GYP. BD. CEILING A7OW D170W G70ALU 0170W D170W D170W P D170W D1 OW 4' -0" TYP. D170W G70ALU 0170W P TYP. A 7OW 0170W 0170W 'A7OW D170W 92" ' -0" 2' -02" 11' -0" A.F.F. GYP. BD. SOFFIT D170W 2' -9" 13-7" A.F.F. GYP. BD. CEILING B70W .tea .. Arai. - 0 El ► 6 a :r 172•762 .7.47.4 a 0, ra ar' A►aaai A a r a r a as w a r m as i i iii rii is a ai iii i i i aaa i a� a ►a ii i i i a a a i r v. ......... — GYP. BD. CEILING C //// /EXISTING STORAGE / / ROOM - NOT IN / SCOPE OF WORK / ////// 0/F 8' -0" A.F.F. 23 102 NEW / RESTROOM 0 30' -0" EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK / / ///7/////// ADJANCENT TENANT - NOT IN SCOPE OF WORK CD 30' -0" ED .//°; ECP / /71 27-3" CODE COIAPLIPICE APPRO NORTH A REFLECTED CEILING PLAN SCALE: 1/4 " =1' -0" 1. REFER TO SHEET T -3 FOR TYPICAL CEILING NOTES. 2. REFER TO SHEET T -3 FOR TYPICAL LIGHTING /ELECTRICAL NOTES. 3. REFER TO SHEET T -3 FOR TYPICAL H.VA.C. NOTES. 4. AT ALL GYPSUM BOARD CEILING AREAS, USE FULLY CONCEALED SPRINKLER HEADS, COLOR TO BE WHITE. 5. VERIFY SPECIFICATION WITH THE ELECTRICAL ENGINEERING DRAWINGS. VERIFY QUANTITY OF FIXTURES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS. IF QUANTITY IS DIFFERENT, NOTIFY ARCHITECT DURING BIDDING. 6. PROVIDE A SEPARATE SWITCH FOR UNDERSHELF LIGHTS. HANG SWITCH ADJACENT TO THE ROOMS MAIN LIGHT SWITCH. PROVIDE A SEPARATE BOX FOR THE 120 VOLTAGE REQUIRED FOR THE UNDERSHELF LIGHTS. PROVIDE A SINGLE PIECE COVERPLATE FOR THE LIGHT SWITCHES. 7. SPECIFIC LIGHT FIXTURES TO BE PROVIDED WITH EMERGENCY BATTERY PACK OR TIED INTO BUILDING FIRE LIFE SAFETY CIRCUIT FOR EMERGENCY LIGHTING. FIXTURE INDICATED BY THIS SYMBOL WILL BE ON 24 HOURS A DAY. VERIFY WITH BUILDING STANDARDS WHICH EMERGENCY POWER SOURCE IS STANDARD FOR THE BUILDING. 8. NEW SPRINKLER SYSTEM BY TENANT TO MEET LOCAL CODES, SUBMIT DRAWING TO SKECHERS FOR REVIEW. USE LANLORD'S DESIGNATED CONTRACTOR AT TENANT'S EXPENSE. 1 REFLECTED CEILING PLAN NOTES SCALE: N.T.S. 1. PROVIDE ALL FLUORESCENT FIXTURES WITH ELECTRONIC BALLAST. 2. PROVIDE ALL REQUIRED TRIM, HOUSING, ROUGH -IN KITS, ETC. FOR ALL FIXTURES. 3. THE ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE ALL MATERIALS NEEDED TO HANG LIGHT FIXTURES, INCLUDING, BUT NOT LIMITED TO CONDUIT, CABLE, THREADED ROD, CONNECTORS AND UNISTRUTS (VERIFY REQUIREMENTS PER EXISTING FIELD CONDITIONS). 4. PROVIDE DIRECTIONAL ARROWS AT EXIT SIGNAGE AS REQUIRED. 5. WHEN EXISTING LIGHTS ARE SPECIFIED TO BE REUSED, CONTRACTOR SHALL CLEAN FIXTURE TO ACHIEVE A NEW APPEARANCE. 6. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF FIXTURES TO BE RELOCATED. 7. ANY WALL MOUNTED EMERGENCY LIGHT FIXTURE IS TO BE MOUNTED AT 10' -6" A.F.F. OR HIGHER. 8. CONTRACTOR TO CLEAN AND PERFORM NECESSARY INSPECTION AND NOTIFY OWNER OF DETERIORATION AND NON - OPERABILITY OF UNITS FOR REPLACEMENT AND /OR REPAIRS PENDING OWNER'S APPROVAL PRIOR TO APPLICATION. 2 LIGHT FIXTURE NOTES SCALE: DO NOT ATTACH STRUCTURE TO EXISTING METAL DECK 3 -5/8" 20 GA. CROSS BRACE @ 48" O.C. ATTACH TO BOTTOM CHORD OF EXISTING JOIST. { 3-5/8" 20 GA. MTL. STUD DIAGONAL BRACE @ 48" O.C. ATTACH TO WALL STUD AND BACK TO TRACK ABOVE 3 -5/8" 20 GA MTL. STUDS GYP. BD. CLG. 13-0" A.F.F. / LED LIGHT FIXTURE SEE ELECTRICAL DRAIWNGS FOR MORE INFO. ++ 3410 LAP SCREWS (TYP.) 3 -5/8" 20 GA. MTL. STUDS @ 16" O.C. Ir 5/8" TYPE "X" GYPSUM BOARD 1 -5/8" 20 GA. MTL. STUD EXIST. JOIST GYP. BD. CEILING 12' -0" A.F.F. 3 3#10 LAP SCREWS (TYP.) 3 -5/8" 20 GA. MTL. STUDS SOFFIT DETAIL SCALE: 314 " =1' -0" 5/8" GYPSUM BOARD GYP BD. CEILING 11-0" A F. F, 3 4 n 9 10 m 12 14 15 16 1 4 PRIME AS NECESSARY TO RECEIVE NEW fINISI IES PER SCHEDULE. NEW SUPPLY REGISTERS, DUCTS & DIFFUSERS. CONNECT DUCTS TO ROOFTOP AC UNITS. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR FUTHER INFORMATION SKECHERS TO PROVIDE "LOOK" CHANNEL GRAPHIC HANGING HARDWARE. CONTRACTOR TO INSTALL. FOR MOUNTING DETAILS SEE SHEET A -8. LIGHTING VENDOR TO PROVIDE TRACK METAL HALIDE FIXTURES. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR MOUNTING DETAILS AND SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE RECESSED SINGLE LAMP METAL HALIDE FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE RECESSED DOUBLE LAMP METAL HALIDE FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. U LIGHTING VENDOR TO PROVIDE ACCENT LIGHT FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. SIGN VENDOR TO PROVIDE AND INSTALL WALL MOUNTED 30" DIA. KIDS PUCK SIGN. BOTTOM OF SIGN @ 7' -10" A.F.F. MIN. CONTRACTOR TO PROVIDE J -BOX. SEE DETAIL 7 /A-8. LIGHTING VENDOR TO PROVIDE FLUORESCENT STRIP FIXTURES. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. CONTRACTOR TO PROVIDE DIRECTIONAL EXIT SIGNS AS INDICATED. SEE SHEET A -5 FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE FAN /LIGHT FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. CONTRACTOR TO ADJUST SPRINKLER HEADS TO LIGHTING & HVAC LAYOUT. 13 CONTRACTOR TO PAINT CEILING P -2 THROUGHOUT. CONTRACTOR TO PROVIDE AND INSTALL CEILING MOUNTED SPEAKERS. SEE LIGHTING SCHEDULE FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE PENDANT LIGHT FIXTURES ABOVE CASH WRAP & MIRRORS. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. SKECHERS STOREFRONT SIGN. LIGHTING VENDOR TO PROVIDE iCOLOR COVE MX POWERCORE FIXTURES MOUNTED BEHIND PLASMA T.V. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS . 4 KEY NOTES SCALE: N.T.S. 5 LIGHT FIXTURE SCHEDULE SCALE: N.T.S. ■ J CN z W �++ _ 00 D co (1) 0 a) Q w _o w �wD 0 z U Sheet No. 0 0 m a 3 40 CO 0 + - O O 3 m om= p m .. z t z O 0 ye 10° 17 I 7#i Drawn By DLG Scale AS NOTED .J F- w W J 0 co 2 r �> - V/ � J z J 0 0 z J w 0 Revisions Q ISSUE TO LANDLORD 07 -06-07 REVISION PER LANDLORD Lla 08 -10 -07 REVISION PER LANDLORD 09 -10 -07 La ISSUE FOR PERMIT 09 -10 -07 REVISION PER CITY La 11 -07 -07 REVISION PER CLIENT 03 -07 -08 La ISSUE FOR CONSTRUCTION 03 -07 -08 A REVISION PER CLIENT 05 -21 -08 ARCHITECT ARCHITECT 5- �3 -or REGISTERED HITECT RECEIVED MAY 2 8 2008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. x„ 0 7 -9110 A -4 Checked By DTR Date 05 -21 -08 SYMBOL DESCRIPTION LAMP VOLT WATTS MANUFACTURE & CATALOG NO. REMARKS A7OS METAL HALIDE 1/MH70/120V SILVER CMH70PAR30/ FL25 120 70 CON -TECH RAN7030MH- X1- S -120V (SINGLE) ACCENTUATE CONCEALED ADJUSTABLE ILLUMINATION PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. ��o RR ECESSED A7OW RECESSED METAL HALIDE 1/MH70/120V WHITE CMH7OPAR30/ FL25 120 70 CON -TECH RAN7030MH- X1- S -120V (SINGLE) ACCENTUATE CONCEALED ADJUSTABLE ILLUMINATION PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. B7OW CON -TECH RECESSED DOUBLE LAMP - METAL HALIDE PAR30 FIXTURE (WHITE) 70 WATT PAR30 LMH 120V 120 70 CON TECH RAN7030MH -X3 S -120V (DOUBLE) ACCENTUATE CONCEALED ADJUSTABLE ILLUMINATION PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. W D7OW 7 PAR30 GIMBAL, COMPACT BALLAST MH70/120V - WHITE CMH7OPAR3OL/ 830 /FL 120 70 CON -TECH LIGHTING: SATURNA TM PAR3OLN DIE -CAST GIMBAL TRACK FIXTURE PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. 0170W i n n I STEALTH TRACK FIXTURE FOR MH70 /120 - WHITE CMH701TD /830 RX7S 120 70 TRACK HEAD: CON -TECH CTL7ODE- WW- P- LA -71 -P PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. E32W 8" PL HSG 1 /PLT18 120/277V SPECULAR MULTIPLIER TRIM - WHITE PLT32 /SKY- BRITE/GX24Q-3, 4PIN 120 32W CON -TECH RS8142VEMV- CTR8422V -WPF VERIFY EXISTING CF SPEC AND MATCH. SEE ELECTRICAL SHEETS FOR EMERGENCY LIGHT LOCATIONS. PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. E32S 8" PL HSG 1 /PLT18 120/277V SPECULAR MULTIPLIER TRIM - CLEAR PLT32 /SKY- BRITE /GX24Q -3, 4PIN 120 32W CON -TECH RS8142VEMV- CST8422V -CLR VERIFY EXISTING CF SPEC AND MATCH. SEE ELECTRICAL SHEETS FOR EMERGENCY LIGHT LOCATIONS PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. G70ALU (::o,:) SUSPENDED PENDANT OVER CASH WRAP & MIRRORS 25W MIN - SPIRAL/ GX24Q -3 4PIN 120 70 DMF LIGHTING: SIENA- LUME PENDANT COLLECTION - DP604 PROVIDED BY REGENCY LIGHTING, INSTALLED BY CONTRACTOR. H32 4' FLUORESCENT 1 LAMP STRIP LIGHT, CHAIN HUNG @ 12' -6" A.F.F. (U.N.O.) W/ WIRE LAMP GUARD (1) F32T8 /SKY- BRITE -90 120 32 SC-232-1 FLUOR STRIP LIGHT W/ SCG-4 WIRE GUARD. EMERGENCY LIGHT CIRCUITS WHERE NECESSARY. PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. K FAN/ LIGHT 100A/CL 120 100 NUTONE- VENT -A -LITE 668RP OR EQUIV. PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. 1/1 Q 30" KIDS PUCK SIGN VERIFY SPECIFICATIONS FROM SIGN VENDOR PROVIDED BY SIGNAGE VENDOR, INSTALLED BY SIGNAGE VENDOR. I I AQ1 4 COLOR KINETICS COLORBLAST 12 LED 120 70 PHILIPS - ITEM# 116 -000012 -00 PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. Q 2 COLOR KINETICS iCOLOR COVE MX POWERCORE, MOUNTED @ 7' -0" MIN. BEHIND THE PLASMA TV LED 120 70 PHILIPS - ITEM# 123 - 000004 -00 PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. R SS CEILING MOUNT SPEAKERS N/A N/A N/A JBL, CONTROL 25AV VOLUME CONTROL: ATLAS AT -10 SUPPLIED AND INSTALLED NV VENDOR. S BLUE LED STRIP LIGHTS LED 120 100 PROVIDED BY SIGNAGE VENDOR, INSTALLED BY SIGNAGE VENDOR. XG NEW DIRECTIONAL EXIT SIGN W/ BATTERY BACKUP COLOR: GREEN LED 120/ 277 LITHONIA PRECISE EDGE -LIT EXITS. LRP 1 GC LA 120/277 EL N (DIRECTIONAL INDICATORS AS NEEDED), PROVIDED BY LIGHTING VENDOR, INSTALLED BY CONTRACTOR. �. i a `mss 12 "x48' 12 "x48" 1 "x4t3" 4' - 0" TY . 12 "x413" 12 "x48" 12 "x48 12 "x4 TOCKROOM -0" TYP. 12 "x48 12 "x4 13'-0" A.F.F. 2' x 4' CEILING TI 12 "x4 12 "x4 1 2 " x 4 8 12 ", 12"x 12' -0" A.F.F. 2' - 0" 3 GYP. BD. CEILING D170W 0170W , A7 D170W D170W D170W GYP. BD. CEILING A7OW D170W G70ALU 0170W D170W D170W P D170W D1 OW 4' -0" TYP. D170W G70ALU 0170W P TYP. A 7OW 0170W 0170W 'A7OW D170W 92" ' -0" 2' -02" 11' -0" A.F.F. GYP. BD. SOFFIT D170W 2' -9" 13-7" A.F.F. GYP. BD. CEILING B70W .tea .. Arai. - 0 El ► 6 a :r 172•762 .7.47.4 a 0, ra ar' A►aaai A a r a r a as w a r m as i i iii rii is a ai iii i i i aaa i a� a ►a ii i i i a a a i r v. ......... — GYP. BD. CEILING C //// /EXISTING STORAGE / / ROOM - NOT IN / SCOPE OF WORK / ////// 0/F 8' -0" A.F.F. 23 102 NEW / RESTROOM 0 30' -0" EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK / / ///7/////// ADJANCENT TENANT - NOT IN SCOPE OF WORK CD 30' -0" ED .//°; ECP / /71 27-3" CODE COIAPLIPICE APPRO NORTH A REFLECTED CEILING PLAN SCALE: 1/4 " =1' -0" 1. REFER TO SHEET T -3 FOR TYPICAL CEILING NOTES. 2. REFER TO SHEET T -3 FOR TYPICAL LIGHTING /ELECTRICAL NOTES. 3. REFER TO SHEET T -3 FOR TYPICAL H.VA.C. NOTES. 4. AT ALL GYPSUM BOARD CEILING AREAS, USE FULLY CONCEALED SPRINKLER HEADS, COLOR TO BE WHITE. 5. VERIFY SPECIFICATION WITH THE ELECTRICAL ENGINEERING DRAWINGS. VERIFY QUANTITY OF FIXTURES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS. IF QUANTITY IS DIFFERENT, NOTIFY ARCHITECT DURING BIDDING. 6. PROVIDE A SEPARATE SWITCH FOR UNDERSHELF LIGHTS. HANG SWITCH ADJACENT TO THE ROOMS MAIN LIGHT SWITCH. PROVIDE A SEPARATE BOX FOR THE 120 VOLTAGE REQUIRED FOR THE UNDERSHELF LIGHTS. PROVIDE A SINGLE PIECE COVERPLATE FOR THE LIGHT SWITCHES. 7. SPECIFIC LIGHT FIXTURES TO BE PROVIDED WITH EMERGENCY BATTERY PACK OR TIED INTO BUILDING FIRE LIFE SAFETY CIRCUIT FOR EMERGENCY LIGHTING. FIXTURE INDICATED BY THIS SYMBOL WILL BE ON 24 HOURS A DAY. VERIFY WITH BUILDING STANDARDS WHICH EMERGENCY POWER SOURCE IS STANDARD FOR THE BUILDING. 8. NEW SPRINKLER SYSTEM BY TENANT TO MEET LOCAL CODES, SUBMIT DRAWING TO SKECHERS FOR REVIEW. USE LANLORD'S DESIGNATED CONTRACTOR AT TENANT'S EXPENSE. 1 REFLECTED CEILING PLAN NOTES SCALE: N.T.S. 1. PROVIDE ALL FLUORESCENT FIXTURES WITH ELECTRONIC BALLAST. 2. PROVIDE ALL REQUIRED TRIM, HOUSING, ROUGH -IN KITS, ETC. FOR ALL FIXTURES. 3. THE ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE ALL MATERIALS NEEDED TO HANG LIGHT FIXTURES, INCLUDING, BUT NOT LIMITED TO CONDUIT, CABLE, THREADED ROD, CONNECTORS AND UNISTRUTS (VERIFY REQUIREMENTS PER EXISTING FIELD CONDITIONS). 4. PROVIDE DIRECTIONAL ARROWS AT EXIT SIGNAGE AS REQUIRED. 5. WHEN EXISTING LIGHTS ARE SPECIFIED TO BE REUSED, CONTRACTOR SHALL CLEAN FIXTURE TO ACHIEVE A NEW APPEARANCE. 6. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF FIXTURES TO BE RELOCATED. 7. ANY WALL MOUNTED EMERGENCY LIGHT FIXTURE IS TO BE MOUNTED AT 10' -6" A.F.F. OR HIGHER. 8. CONTRACTOR TO CLEAN AND PERFORM NECESSARY INSPECTION AND NOTIFY OWNER OF DETERIORATION AND NON - OPERABILITY OF UNITS FOR REPLACEMENT AND /OR REPAIRS PENDING OWNER'S APPROVAL PRIOR TO APPLICATION. 2 LIGHT FIXTURE NOTES SCALE: DO NOT ATTACH STRUCTURE TO EXISTING METAL DECK 3 -5/8" 20 GA. CROSS BRACE @ 48" O.C. ATTACH TO BOTTOM CHORD OF EXISTING JOIST. { 3-5/8" 20 GA. MTL. STUD DIAGONAL BRACE @ 48" O.C. ATTACH TO WALL STUD AND BACK TO TRACK ABOVE 3 -5/8" 20 GA MTL. STUDS GYP. BD. CLG. 13-0" A.F.F. / LED LIGHT FIXTURE SEE ELECTRICAL DRAIWNGS FOR MORE INFO. ++ 3410 LAP SCREWS (TYP.) 3 -5/8" 20 GA. MTL. STUDS @ 16" O.C. Ir 5/8" TYPE "X" GYPSUM BOARD 1 -5/8" 20 GA. MTL. STUD EXIST. JOIST GYP. BD. CEILING 12' -0" A.F.F. 3 3#10 LAP SCREWS (TYP.) 3 -5/8" 20 GA. MTL. STUDS SOFFIT DETAIL SCALE: 314 " =1' -0" 5/8" GYPSUM BOARD GYP BD. CEILING 11-0" A F. F, 3 4 n 9 10 m 12 14 15 16 1 4 PRIME AS NECESSARY TO RECEIVE NEW fINISI IES PER SCHEDULE. NEW SUPPLY REGISTERS, DUCTS & DIFFUSERS. CONNECT DUCTS TO ROOFTOP AC UNITS. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR FUTHER INFORMATION SKECHERS TO PROVIDE "LOOK" CHANNEL GRAPHIC HANGING HARDWARE. CONTRACTOR TO INSTALL. FOR MOUNTING DETAILS SEE SHEET A -8. LIGHTING VENDOR TO PROVIDE TRACK METAL HALIDE FIXTURES. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR MOUNTING DETAILS AND SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE RECESSED SINGLE LAMP METAL HALIDE FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE RECESSED DOUBLE LAMP METAL HALIDE FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. U LIGHTING VENDOR TO PROVIDE ACCENT LIGHT FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. SIGN VENDOR TO PROVIDE AND INSTALL WALL MOUNTED 30" DIA. KIDS PUCK SIGN. BOTTOM OF SIGN @ 7' -10" A.F.F. MIN. CONTRACTOR TO PROVIDE J -BOX. SEE DETAIL 7 /A-8. LIGHTING VENDOR TO PROVIDE FLUORESCENT STRIP FIXTURES. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. CONTRACTOR TO PROVIDE DIRECTIONAL EXIT SIGNS AS INDICATED. SEE SHEET A -5 FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE FAN /LIGHT FIXTURE. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. CONTRACTOR TO ADJUST SPRINKLER HEADS TO LIGHTING & HVAC LAYOUT. 13 CONTRACTOR TO PAINT CEILING P -2 THROUGHOUT. CONTRACTOR TO PROVIDE AND INSTALL CEILING MOUNTED SPEAKERS. SEE LIGHTING SCHEDULE FOR SPECIFICATIONS. LIGHTING VENDOR TO PROVIDE PENDANT LIGHT FIXTURES ABOVE CASH WRAP & MIRRORS. CONTRACTOR TO INSTALL. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS. SKECHERS STOREFRONT SIGN. LIGHTING VENDOR TO PROVIDE iCOLOR COVE MX POWERCORE FIXTURES MOUNTED BEHIND PLASMA T.V. REFER TO LIGHTING SCHEDULE AND ELECTRICAL PLANS FOR SPECIFICATIONS . 4 KEY NOTES SCALE: N.T.S. 5 LIGHT FIXTURE SCHEDULE SCALE: N.T.S. ■ J CN z W �++ _ 00 D co (1) 0 a) Q w _o w �wD 0 z U Sheet No. 0 0 m a 3 40 CO 0 + - O O 3 m om= p m .. z t z O 0 ye 10° 17 I 7#i Drawn By DLG Scale AS NOTED .J F- w W J 0 co 2 r �> - V/ � J z J 0 0 z J w 0 Revisions Q ISSUE TO LANDLORD 07 -06-07 REVISION PER LANDLORD Lla 08 -10 -07 REVISION PER LANDLORD 09 -10 -07 La ISSUE FOR PERMIT 09 -10 -07 REVISION PER CITY La 11 -07 -07 REVISION PER CLIENT 03 -07 -08 La ISSUE FOR CONSTRUCTION 03 -07 -08 A REVISION PER CLIENT 05 -21 -08 ARCHITECT ARCHITECT 5- �3 -or REGISTERED HITECT RECEIVED MAY 2 8 2008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. x„ 0 7 -9110 A -4 Checked By DTR Date 05 -21 -08 PAINT FINISHES P -1 PAINT: SHERWIN WILLIAMS (SW -7013) "IVORY LACE ", LATEX - SEMI GLOSS P -2 PAINT: SHERWIN WILLIAMS (SW7013) "IVORY LACE" LATEX - FLAT P -3 PAINT: SHERWIN WILLIAMS (SW7013) "IVORY LACE" LATEX - EGGSHELL, LOW GLOSS P-4 PAINT: SHERWIN WILLIAMS (SW -6524) "COMMODORE BLUE" LATEX - EGG SHELL, LOW GLOSS •, . - ' ., , e!e - E USED " P5 _ _. _.. - ,- — - NOT , ,, I ) , / i 2 -, . •• _ e = P 6 _ - - -- - - -- STOREFRONT FINISHES SF -1 #4 BRUSHED STAINLESS STEEL CLADDING SF -2 GLASS TILE BY WALKER ZANGER: COCKTAIL GLASS "BLUE HAWAIIAN" 3/4" x 3/4" SQUARE TILE. GROUT: C.B.P. DELOREAN GRAY #165 2 3 I FIXTURE VENDOR TO SUPPLY AND INSTALL BASE B -1 (SEE E A - 2). 4 5 6 7 I -F1 38 "W x 12 "D x 3 "H WALL MOUNTED SHELF SUPPLIED BY FIXTURE VENDOR. CONTRACTOR TO INSTALL. 9 10 11 112 13 14 15 16 117 18 1 5 IGH VENDOP TO PROVIDE AND INSTALL "SKECI IDS" LOG D; • SEE HARDWARE SCHEDULE ON SHEET A -1 FOR SPEC. ON DECORATIVE DOOR HANDLES. FIXTURE VENDOR TO PROVIDE WALL FIXTURE. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE SURFACE MOUNTED MIRRORS. )R TO INSTALL. FIXTURE VENDOR TO PROVIDE CASH WRAP, CONTRACTOR TO INSTALL. LIGHT VENDOR TO PROVIDE 36" X 18" LIGHT BOXES. CONTRACTOR TO INSTALL W/ GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SIGN VENDOR TO PROVIDE AND INSTALL INTERIOR SURFACE MOUNTED "SKECHERS" LOGO SIGN. WALL MOUNTED PLASMA MONITOR, VIDEO FEED FROM OFFICE LOCATION, MONITORS & BRACKETS SUPPLIED BY NV VENDOR. INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE DUPLEX OUTLET AND BACKING FOR MONITOR. FIXTURE VENDOR TO PROVIDE STOREFRONT DISPLAY FIXTURE. CONTRACTOR TO INSTALL. SKECHERS TO PROVIDE STOREFRONT "LOOK" GRAPHICS HARDWARE KITS. CONTRACTOR TO INSTALL. SKECHERS TO PROVIDE 48" x 36" GRAPHICS. CONTRACTOR TO INSTALL POSTER ALIGNED WITH BACK OF STOREFRONT DISPLAY FIXTURE. SEE MOUNTING DETAILS ON SHEET A -8. CONTRACTOR TO PROVIDE AND INSTALL INTERNATIONAL SIGN OF ACCESSIBILITY AT ENTRY DOORS AND CASH WRAP PER ADA ACCESSIBILITY GUIDELINES. CONTRACTOR TO PROVIDE DIRECTIONAL EXIT SIGNS AS INDICATED. SEE SHEET A -4 FOR SPECIFICATIONS. PENDANT LIGHT ABOVE CASH WRAP AND MIRRORS. SEE SHEET A-4 FOR SPECIFICATIONS. SEE SHEET A -8 FOR MOUNTING HEIGHTS. LIGHT VENDOR TO PROVIDE LIGHTBOXES. CONTACTOR TO INSTALL WITH GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SIGN VENDOR TO PROVIDE AND INSTALL WALL MOUNTED KIDS PUCK SIGN. SEE SHEET A-4 FOR SPECIFICATIONS. GENERAL NOTES SCALE: INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1/4 " =1-0" P -3 2 SCALE: 1/4 " =1' -0" 32' -72" P -2 NEUTRAL PIER P - 3 COLUMN PAINT GYP. BOARD CEILING P -2 I �� {�iliyii ' H �!IIi� GRAPHICS TO BE APPROVED BY LANDLORD A BEFC RE INSTALLATION PAINT GYP. BOARD CEILING P -2 26'x44' LIGHT BOX TO HOLD 24` x 42' GRAPHIC N M 4 #1I IL I 1, SIGNAGE UNDER SEPARATE PERMIT 48" X 36" HANGING GRAPHIC 1/K 13 Iri iIt - T . 1 }: // SF -1 P / 1/ \v 1T -0" \ 14 // 11 48" X 36" HANGING GRAP' 15� /K SF -1 13 PAINT GYP, BOARD CEILING // GRAPHICS TO BE APPROVED BY LANDLORD BEFORE INSTALLATION 31C INTERIOR ELEVATION SCALE: 1/4 " =1' -0" P -3 26 "x44" LIGHT BOX TO HOLD 24" x 42" GRAPHIC PAINT GYP. BOARD CEILING 17 P -2 F- /\ REVISION PER CLIENT \ 05 -21 -08 u; 2 x z" REVEAL 11 SF -1 J J 0 N UJ Z < w = co D I - t-- D co CO O W 0 = w LL J LLI w Revisions A ISSUE TO LANDLORD / \ 07 -06-07 A REVISION PER LANDLORD / \ 08 -10 -07 A REVISION PER LANDLORD / 09 -10 -07 A ISSUE FOR PERMIT / 09 10 -07 A REVISION PER CITY / \ 11 -07 -07 A REVISION PER CLIENT / \ 03 -07 -08 A ISSUE FOR CONSTRUCTION / \ 03 -07 -08 6387 ARCHITECT ARCHITECT Sheet No, . CHIPMAN OF WASHINGTON RECEIVED MAY 282008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE. THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. A -5 Checked By DTR Date 05 -21 -08 Job No F 847-298-6966 EXIT — -II :: , ,, I ) , / i 2 , u \ \ \ // y ` / \ i 48" X 3r HANGING GRAPHIC 16/K 13 48"X 36' HANGING GRAPHIC 1/K 13 P� o•a G ' 9,L 1.1 IIII PM I li P P rAl / 2 3 I FIXTURE VENDOR TO SUPPLY AND INSTALL BASE B -1 (SEE E A - 2). 4 5 6 7 I -F1 38 "W x 12 "D x 3 "H WALL MOUNTED SHELF SUPPLIED BY FIXTURE VENDOR. CONTRACTOR TO INSTALL. 9 10 11 112 13 14 15 16 117 18 1 5 IGH VENDOP TO PROVIDE AND INSTALL "SKECI IDS" LOG D; • SEE HARDWARE SCHEDULE ON SHEET A -1 FOR SPEC. ON DECORATIVE DOOR HANDLES. FIXTURE VENDOR TO PROVIDE WALL FIXTURE. CONTRACTOR TO INSTALL. FIXTURE VENDOR TO PROVIDE SURFACE MOUNTED MIRRORS. )R TO INSTALL. FIXTURE VENDOR TO PROVIDE CASH WRAP, CONTRACTOR TO INSTALL. LIGHT VENDOR TO PROVIDE 36" X 18" LIGHT BOXES. CONTRACTOR TO INSTALL W/ GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SIGN VENDOR TO PROVIDE AND INSTALL INTERIOR SURFACE MOUNTED "SKECHERS" LOGO SIGN. WALL MOUNTED PLASMA MONITOR, VIDEO FEED FROM OFFICE LOCATION, MONITORS & BRACKETS SUPPLIED BY NV VENDOR. INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE DUPLEX OUTLET AND BACKING FOR MONITOR. FIXTURE VENDOR TO PROVIDE STOREFRONT DISPLAY FIXTURE. CONTRACTOR TO INSTALL. SKECHERS TO PROVIDE STOREFRONT "LOOK" GRAPHICS HARDWARE KITS. CONTRACTOR TO INSTALL. SKECHERS TO PROVIDE 48" x 36" GRAPHICS. CONTRACTOR TO INSTALL POSTER ALIGNED WITH BACK OF STOREFRONT DISPLAY FIXTURE. SEE MOUNTING DETAILS ON SHEET A -8. CONTRACTOR TO PROVIDE AND INSTALL INTERNATIONAL SIGN OF ACCESSIBILITY AT ENTRY DOORS AND CASH WRAP PER ADA ACCESSIBILITY GUIDELINES. CONTRACTOR TO PROVIDE DIRECTIONAL EXIT SIGNS AS INDICATED. SEE SHEET A -4 FOR SPECIFICATIONS. PENDANT LIGHT ABOVE CASH WRAP AND MIRRORS. SEE SHEET A-4 FOR SPECIFICATIONS. SEE SHEET A -8 FOR MOUNTING HEIGHTS. LIGHT VENDOR TO PROVIDE LIGHTBOXES. CONTACTOR TO INSTALL WITH GRAPHICS. GRAPHICS ARE PROVIDED BY SKECHERS. SIGN VENDOR TO PROVIDE AND INSTALL WALL MOUNTED KIDS PUCK SIGN. SEE SHEET A-4 FOR SPECIFICATIONS. GENERAL NOTES SCALE: INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1/4 " =1-0" P -3 2 SCALE: 1/4 " =1' -0" 32' -72" P -2 NEUTRAL PIER P - 3 COLUMN PAINT GYP. BOARD CEILING P -2 I �� {�iliyii ' H �!IIi� GRAPHICS TO BE APPROVED BY LANDLORD A BEFC RE INSTALLATION PAINT GYP. BOARD CEILING P -2 26'x44' LIGHT BOX TO HOLD 24` x 42' GRAPHIC N M 4 #1I IL I 1, SIGNAGE UNDER SEPARATE PERMIT 48" X 36" HANGING GRAPHIC 1/K 13 Iri iIt - T . 1 }: // SF -1 P / 1/ \v 1T -0" \ 14 // 11 48" X 36" HANGING GRAP' 15� /K SF -1 13 PAINT GYP, BOARD CEILING // GRAPHICS TO BE APPROVED BY LANDLORD BEFORE INSTALLATION 31C INTERIOR ELEVATION SCALE: 1/4 " =1' -0" P -3 26 "x44" LIGHT BOX TO HOLD 24" x 42" GRAPHIC PAINT GYP. BOARD CEILING 17 P -2 F- /\ REVISION PER CLIENT \ 05 -21 -08 u; 2 x z" REVEAL 11 SF -1 J J 0 N UJ Z < w = co D I - t-- D co CO O W 0 = w LL J LLI w Revisions A ISSUE TO LANDLORD / \ 07 -06-07 A REVISION PER LANDLORD / \ 08 -10 -07 A REVISION PER LANDLORD / 09 -10 -07 A ISSUE FOR PERMIT / 09 10 -07 A REVISION PER CITY / \ 11 -07 -07 A REVISION PER CLIENT / \ 03 -07 -08 A ISSUE FOR CONSTRUCTION / \ 03 -07 -08 6387 ARCHITECT ARCHITECT Sheet No, . CHIPMAN OF WASHINGTON RECEIVED MAY 282008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE. THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. A -5 Checked By DTR Date 05 -21 -08 Job No F 847-298-6966 2- #10TEKS EA. STUD 2 - 3 5/8" 16GA. STUDS 2- #10TEKS @ 16" O.C. 20 GA. TRACK A. SOFFIT /CEILING CONNECTION DETAIL PERPENDICULAR TO STEEL JOIST T STEEL DECK 2- #10TEKS 14GA. ANGLE WEB STIFFENER IF BEARING IS GREATER THEN 4" FROM STEEL TRUSS PANEL POINT STEEL JOIST @ 6-0" O.C. MAX. 2- #10TEKS 2- #10TEKS EA. STUD 2 - 3 5/8" 16GA. STUDS 2- #10TEKS @ 16" O.C. B. SOFFIT /CEILING CONNECTION DETAIL PERPENDICULAR TO STEEL JOIST \ \ STEEL DECK -20 GA. TRACK - 14GA. ANGLE WEB STIFFENER IF BEARING IS GREATER THEN 4" FROM STEEL TRUSS PANEL POINT - STEEL JOIST @ 6-0" O.C. SOFFIT CONNECTION PERPENDICULAR TO STEEL JOIST 2- #10TEKS EA. STUD 2 -35/8" 16GA. STUDS 2410TEKS @ 16" O.C. STEEL JOISTS-EXISTING C. SOFFIT /CEILING CONNECTION DETAIL PARALLEL TO STEEL JOIST STEEL DECK - EXISTING / 2 - 3 5/8" 16GA. STUDS @ 4' -0" O.C. MAX L 12 GA. CLIP ANGLE 2- #10TEK EA, LEG 2- #10TEK EA. D. LATERAL BRACE CONNECTION DETAIL AT STEEL ROOF STRUCTURE LATERALLY BRACE TO STRUCTURE ABOVE USING METAL STUDS 3625162 -43 @ 4' -0 ". WALLS TO HAVE MAXIMUM UNBRACED LENGTH OF 4' -0" 16 GA CLIP ANGLE W /2- #10TEK EACH LEG TRACK 3627125 -43 W/ 2- #10TEK EA. STUD HILTI KWIK -CON II #316 -114 TFH @ 32" O.C. TYP. & 8" FROM EA. END. ICBO APPROVAL #2388 E. WALL CONNECTION DETAIL AT CONC. FLOOR & LATERAL BRACE I SOFFIT /CEILING CONNECTION DETAILS SCALE: N.T.S. EL: +13- A.F.F! STOREFF ONT DATUM s f EL: +10' -0" A.F.F. EL: +0' -4' STOREFF ONT SILL A.F.F. iiiimuIIINIIIII 2 + 2 (STUD & TRACK) B JX BEAM, 1 -5/8 "x10 "x13 GA. 2 x 4 WOOD BLOC LING SIGNAGE (UNDER SEPARATE PERMIT) "TEMPERED GLASS STOREFRONT ENTRY DOORS 3 -5 /f MTL STUDS DIAGONAL BRADING @ 48" O.C. 3 -5/8" MTL. STUDS @ 16" O.C. MOSAIC TILE 3 /4"x 3 /4" GLASS COCKTAIL BLUE HAWAIIAN. ADHERE TO Y2" EXTERIOR GRADE PLYWOOD. CONTRACTOR TO PROVIDE J- MOLDING AROUND EDGES OF TILE FOR FINISHED EDGE. %" TYPE "X" GYP. BD. CEILING ON 3 MTL. STUDS @ 16" O.C. (PAINT P -2) 48" x 36" HANGING GRAPHIC. CONTRACTOR TO INSTALL POSTER ALIGNED W/ BACK OF STOREFRONT DISPLAY FIXTURE. SEE DETAIL 1 1A -8 STOREFRONT DISPLAY FIXTURE SQUARE SIDELITE RAIL - BRUSHED STAINLESS STEEL FINISH (C.R.LAURENCE - SR4SBS3812CL OR SIM.) 3 -5/8" MTL. STUDS @ 16" O.C. %" TYPE "X" GYP. BD. CEIL NG ON 3 %" MTL. STUDS @ 16" D.C. (PAINT P -2) NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO OR SUSPENDED FROM, OR PENETRATE, THE ROOF DECK ABOVE. FRAMING, BRACING AND /OR SUSPENSION OF STRUCTURE IS REQUIRED TO ATTACH TO THE TOP CHORD OF JOISTS OR STRUCTIRAL STEEL WHICH EXIST ABOVE, -SEE LIGHT SOFFIT SECTION ON SHEE A-4 3 SECTION THRU ENTRY SCALE: 1"=1-0" 4 MALL BULKHEAD EL: +13-7' A.F.F. EXISTING LANDLORD'S BULKHEAD TO REMAIN. VERIFY ACTUAL CONDITIONS IN FIELD. PATCH & REPAIR IF DAMAGED DURING CONSTRUCTION. SIGNAGE (UNDER SEPARATE PERMIT) MOSAIC TILE /4"x GLASS COCKTAIL BLUE HAWAIIAN. ADHERE TO 1" EXTERIOR GRADE PLYWOOD. CONTRACTOR TO PROVIDE J- MOLDING AROUND EDGES OF TILE FOR FINISHED EDGE. STOREFRONT DATUM EL: +10' -0" A.F.F. 2" CLEAR TEMPERED GLASS W/ POLISHED EDGES SQUARE SIDELITE RAIL - BRUSHED STAINLESS STEEL FINISH (C.R.LAURENCE - SR4SB53812CL OR SIM.) • STOREFRONT SILL • EL: +0' -4' A.F.F, 9 U-CHANNEL - BRUSHED STEEL FINISH (C.R. LAU STYLE 36 OR SIM.) k 3 -'I 8" M L. STUDS DIAGONAL B 2 +2 (STUD &T BEAM, 1 -5/8 "x10' 2x4WOODBL INS @48 "O.C. CK)BOX 16 GA. KING I NLESS CE- 3 -5/8" MTL. STUDS @ 16" O.C. 07 48" x 36" HANGING GRAPHIC. CONTRACTOR TO INSTALL POSTER ALIGNED W/ BACK OF STOREFRONT DISPLAY FIXTURE, SEE DETAIL 1/A -8 STOREFRONT DISPLAY FIXTURE NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO OR SUSPENDED FROM, OR PENETRATE, THE ROOF DECK ABOVE. FRAMING, BRACING AND /OR SUSPENSION OF STRUCTURE IS REQUIRED TO ATTACH TO THE TOP CHORD OF JOISTS OR STRUCTIRAL STEEL WHICH EXIST ABOVE. LIGHT SOFFIT BEYOND (PAINT P -2) 5 l8" TYPE "X" GYP. BD. CEILING ON 3 %" MTL. STUDS @ 16" O.C. (PAINT P -2) 3 cx.•R.9,®1 0 CV SECTION THRU STOREFRONT DISPLAY ' SCALE: 1"=1'-0" CEILING /SOFFIT INSTALLATION NOTES: 1. SUPPORT, BRACE, AND CONNECTIONS OF CEILINGS /SOFFITS TO ROOF STRUCTURE ABOVE AS PER APPLICABLE CODES AND MANUFACTURER DESIGN /SPECIFICATIONS. ATTACHMENT TO ROOF DECK IS NOT PERMITTED. 2. ALL GALVANIZED STUD AND JOISTS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.I. STANDARDS 2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE(A.I.S.I.) "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION. 3. PROVIDE ALL ACCESSORIES INCLUDING , BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING SCREWS OR WELDING. SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION, ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. ALL WELDS OF CARBON STEEL SHALL BE TOUCHED WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 2 SOFFIT NOTES SCALE: N.T.S. ATTACH 45° ANGLED 3-5/8" MTL. STUD @ 48" O.C. MIN. ATTACH TO WALL STUD AND EXIST. STRUCTURE ABOVE 5/8" TYPE "X" GYP. BD. CONT. SILL TRACK ANCHORED TO FLOOR W/ HILTI KWIK -CON II #316 -114 TFH @ 32" O.C. TYP. & 8" FROM EA. END. ICBO APPROVAL #2388 BASE PER FINISH SCHEDULE STOCKROOM EXISTING STRUCTURE SALES AREA CONT. RUNNER TRACK. ATTCH TO EXISTING BOTTOM CHORD OF BAR JOISTS. (DO NOT ATTACH TO MTL. DECK) 3 5/8" MTL. STUDS @ 16" O.C. TERMINATE GYP. BD. 6" ABOVE CEILING SEE REFLECTED CEILING PLAN FOR CEILING TYPE BASE PER FINISH SCHEDULE 5 INTERIOR WALL PARTITION (TYP.) SCALE: 1- 112 " =1' -0" ( HEAD CLG P LAN FLOOR (1) HR. F RE RTD. UL# U-465 UNDERSIDE 0 EXIST. 6" MTL. STUD BY SEE SHEET A-4 FOR CEILING SPECIFICATIONS 6" MTL. STUDS @ 16" O.C. BY LANDLORD (TYP.) 518" TYPE "X" GYP. BD. TO MIN. 6" BELOW THE UNDERSIDE OF THE EXISTING DECK 518" TYPE "X" GYP. BD. ON 5/8" PLYWOOD BACKING FOR WALL FIXTURES (ONLY IN SALES AREA) EXIST. CONT. 6" METAL RUNNER BY LANDLORD BASE PER FINISH SCHEDULE EXISTING FLOOR SLAB NOTE: VERIFY EXISTING DEMISING WALL CONDITIONS. REVIEWED FOR CODE COMPLIANCE EXISTIIfnOO JUN - 2 NO Lay Of Tik 6 DEMISING WALL SCALE: 1- 1/2 " =1' -0" J Q Ct (J LLI Z uJ CO = co C/) O O Lij W -t w ~ W Cn� 171 Revisions A ISSUE TO LANDLORD • 07 -06 -07 REVISION PER LANDLORD LA 08 -10 -07 A REVISION PER LANDLORD • 09 -10 -07 LI ISSUE FOR PERMIT 09 -10 -07 REVISION PER CITY 3 11 -07 -07 REVISION PER CLIENT 4 03 -07 -08 Q ISSUE FOR CONSTRUCTION 03 -07 -08 A REVISION PER CLIENT 05 -21 -08 ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT RECEWED MAY 282 PERMIT CENTER Drawn By DLG Scale AS NOTED Job N0 -9110 Sheet No. Cn Q Cs' F- O czy O� (/) 0 w O co c� A -6 Checked By DTR Date 05 -21 -08 CONTRACTOR TO PROVIDE DUPLEX f l y IMPORTANT: DATA CONTRACTOR TO TEST ALL CONNECTIONS. ALARM SYSTEM EM S // SKECHERS DATA �\ TELCO PHONE // CONTRACTOR \ BLOCK PROVIDED BY / . _ , TO RUN (a) CAT5 51 PHONE COMPANY i / r CABLES WITHIN 1 CONTRACTOR TO PROVIDE AND RECEPTACLE FOR REGRIGERATOR INSTALL 5/8" PLYWOOD BACKER CONTRACTOR TO PROVIDE AND MICROWAVE @15" AF.F. QUADPLEX OUTLETS FOR SERVER AND FAX @48" A.F.F. SERVER CABINET CONDUIT 1 / GENERAL / CONTRACTOR / ` x ,' 2 - i I I 0 I 1 MAIN z ROLLOVER I I I I I I I i i r SK TO PROVIDE, GENERAL CONTRACTOR TO INSTALL. (SEE DETAIL 3 & 4 FOR MOUNTING, SIZE, LOCATION & BACKING DET AILS ) PHONE/DATA/EQUIPMENT CABINET (INC!UDES 16 PORT PORT PATCH PANEL) CONTRACTOR TO PROVIDE QUADPLEX OUTLET FOR FOR AN EQUIPMENT. @48" A.F.F. CONTRACTOR TO PROVIDE DUPLEX OUTLET @15" A.F.F. CONTRACTOR TO PROVIDE PHONE JACK FOR FAX @15" A.F.F. ` 3 FAx 4 cn " � TO PROVIDE 1" CONDUIT / / SKECHERS USA #230 WESTFIELD SOUTHCENTER MALL TUKWILA, WA 98188 ARCHITECTURAL DETAILS WALL MOUNT 1O TO BE CONNECTED BY SECURITY VENDOR. PHONE JACK OZ ALARM LINE: DOUBLE PUNCHED FROM THE 'ROLLOVER" LINE TO A WALL MOUNT RJ -11 JACK i I I ' i 5 Dau s ooa 1 j i , ` :�. ��• � — —_ GASH WRAP ^ ` ^ ^ ^� / AT SALES FLOOR - $ r `i' . -•— ��� - ^ • : �•— � \ � � �• � 1.�1 r �r_rs1� �i►l `■s :� l �jG r ' SKECHERS TO PROVIDE ii:�_: li 111) 111) �� � � " ' © � — SKECHERS TO PROVIDE 24 "WX36'HX3D'D SERVER CABINS CONTRACTOR TO INSTALL. 1 I i TOP VIEW I BY CONTRACTOR. \. ��— \ , \ - \ REGISTER 1 �/ REGISTER 2 / SKECKERS DATA CONTRACTOR TO RUN 6 POTS � �. T ® GENERAL LINES USING CAT5 CABLES TO PORTS 1 THRU 6 ON CONTRACTOR TO ^ I I I i I THE PATCH PANEL IN SERVER CABINET, DATA PROVIDE 1" CONDUIT CONTRACTOR MUST DO A FULL 568B PUNCHDOWN WITH (2) PULL ON THE PATCH PANEL. STRINGS GENERAL CONTRACTOR TO RUN (2) 3/4" DIA. CONDUIT W/ (2) PULL STRINGS FROM TELCO BLOCK TO SERVER CABINET. CONDUIT TO PUNCH OUT IN 1.1 1.2 m 1 0 0 " T 0 0 " D] El 2,1 2.2 2 324 t w 0 —��� 1 MICROWAVE. SKECHERS TO PROVIDE I FILE I I I I — FILE REGISTER 1 REGISTER 2: EX OUTLET AND DATA CONFIGURATION y ADPLEX OUTLET AND DATA PORT CONFIGURATION REFRIGERATOR, STOCKROOM FIXTURE PROVIDE (3) SHELVES BLACK MELAMINE CONTRACTOR TOP OF SERVER CABINET. SKECHERS DATA 0 SKECHERS DATA CONTRACTOR TO PUNCH CABLE CONTRACTOR TO PROVIDE PER INSTRUCTIONS PROVIDED BY SKECHERS "IT" RJ45 JACK CONFIGURATION DEPARTMENT. INSTRUCTIONS WILL BE LOCATED AND LABEL AS INDICATED. INSIDE SERVER CABINET. ADDRESS ANY I QUESTIONS TO ANJANETTE DESPARTE, CELL: I 310 -420 -5795, _/\ GENERAL CONTRACTOR TO ` SKECHERS DATA CONTRACTOR TO PROVIDE RJ45 JACK CONFIGURATION AND LABEL AS INDICATED. h. , TO BLACK VENDOR SKECHERS TO PROVIDE SAFE. -15" DEEP CONTRACTOR TO BOLT TO STOCKROOM SKECHERS TO PROVIDE FIXTURE VENDOR TO CHAIR (2) BLACK FILE CABINETS. DESKTOP, SHELVES, AND BRACKETS, CONTRACTOR TO SHELVING. GROUND, TO INSTALL. PROVIDE STANDARDS e e.,, COLOR BLACK. INSTALL. lal t " 0 GENERAL CONTRACTOR TO RUN SERVER 314" DIA CONDUIT RUN CONDUIT AS INDICATED WITH (2) PULL STRINGS FROM SERVE R CABINET TO ON PLAN. OVERHEAD WHEN CASHWRAP. CONDUIT TO PUNCH OUT IN TOP OF POWER POLE PROVIDED OR UNDER SLAB WHEN INDICATED. I SERVER CABINET. - CONDUIT TO RUN OVERHEAD TO POWER POLE WHEN \ — . `` Jr `� � _ �� 6 a R °° I� ` r I CASH WRAP I - �� r— o Q °° 13 �� � I ■ I a --\ t REAR VIEW I� . . . 3 PROVIDED OR BENEATH SLAB WHEN INDICATED ON PLANS. NO ELECTRICAL OR DATA SKECHERS DATA CONTRACTOR TO RUN 6 POTS LINES CABLES SHALL BE USING CAT5 CABLES TO PORTS 1 THRU 6 ON THE PATCH FROM HH E F ASH D RONT O OR BELOW LOW THE CASH DESK. PANEL IN SERVER CABINET. DATA CONTRACTOR MUST DO A FULL 568B PUNCHDOWN ON THE PATCH PANEL. 0 SKECHERS DATA CONTRACTOR TO SPLIT (4) CAT5 CABELS TO REGISTER 1 AND (4) CAT5 CABLES TO REGISTER 2. _ TYPICAL OFFICE LAYOUT & MOUNTING HEIGHTS (CONFIGURATION MAY VARY BY SPECIFIC LOCATION, SEE FIXTURE PLAN) . 4, CHIPMAN ADAMS LTD. Architects 1550 N. Northwest Highway, Suite 400 Park Ridge, Illinois 60068 -1465 •• na, a s inns r n i-1 "It if L n L D ( 7 .0_3 1 DATA WIRING DETIAL 3 OFFICE PLAN SCALE: 3/4 " =1' -0" I SCALE: N.T.S. I f TYP. 5 -0" CLEAR j, - CONTRACTOR TO PROVIDE (1) INCH CONDUIT TO CASH WRAP STOCKROOM FIXTURE VENDOR TO PROVIDE WALL STANDARDS. CONTRACTOR TO INSTALL. 3 -6 5 -2112" 96" A.F.F. / 12 " MAX. 6 "/ f Revisions ISSUE TO LANDLORD 07 -06-07 CONTRACTOR TO PROVIDE ONE INCH CONDUIT FROM TELEPHONE BOARD DIMMER SWITCHES, STAG SKECHERS TO PROVIDE 24 "Wx36 "Hx30 "D SERVER CABINET CONTRACTOR TO INSTALL. I E1NE® —OR F 1 �p �� � ®� � ®�P p, R®VED 2 \ \ CONTRACTOR TO PROVIDE 5/8" PLYWOOD BACKER BOARD. PAINT TO MATCH WALL. Q REVISION PER LANDLORD Q REVISION PER LANDLORD 2 09 -10 -07 ^ ISSUE FOR PERMIT L. 09 -10-07 REVISION PER CITY Q 11-07-07 REVISION PER CLIENT 03 07 OS \ \ \ \ \ Q / \ LEVER \ TOP OF ANOTHER II THE CONTRACTOR TO CUT SHELVES TO FIT. CONTRACTOR TO PROVIDE 5/8" �uN — 2 PLYWOOD BACKER BOARD, PAIN TO MATCH WALL. city of Tukwi , r_ .. : :- ' ' ING 54" A.F.F. HANDLE F-• \ 1111 WALL MOUNTED TELEPHONE ISSUE FOR CONSTRUCTION 03-07-08 STOCKROOM FIXTURE VENDOR TO PROVIDE (4) SHELVES - 15" DEEP BLACK SHELVING PROVIDED. CONTRACTOR TO INSTALL. CONTRACTOR TO PROVIDE QUADPLEX OUTLET FOR FOR AN E QUIPMENT @48" A.F.F. `1 - -_ � 48" A.F.F. A REVISION PER CLIENT 05-21-08 Z 3� O g AMP 00o . UUU "� p 0 O O 0 0 o O CD PLAYER _ o 0_ cD 0 2" �— \ I 6-21" MIN. IL CONTRACTOR TO PROVIDE QUADPLEX OUTLET FOR SERVER EQUIPMENT AND FAX MACHINE @48" A.F.F. = CL- LLI 0 = c75 _ 9 ` u, I '' o 0o C / / / o `� ... \ Q u, c ry E .. " REGISTERED 1 1 ' . , HITECT. j �' ( A: HIPMAN I :: � F WASHINGTON RECEIVED MAY 2 8 2o20a8 PERMIT CENTER ARCHITECT PARED g NDER SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA EFRIGERATOR MICROWAVE o 0 o �, FILE CABINET CHAIR & DESK © FILE , C' : ET CONTRACTOR TO CUT DESKTOP AND SHELF TO FIT. 15 A.F.F. ° Q Lu a w 2 , �— U U o o a ¢1 1$ o p / / o `� SAFE STOCKROOM FIXTURE VENDOR TO PROVIDE STANDARDS, BRACKETS, SHELVES AND DESKTOP FOR OFFICE \ \ \ CLOSE \ \ AREA. CONTRACTOR TO INSTALL. CONTRACTOR TO PROVIDE CONTRACTOR TO CONTRACTOR TO WHERE OUTLETS ARE SHOWN TOGETHER MOUNT WITH MIN. DISTANCE BETWEEN BOXES. CONTRACTOR TO PROVIDE DUPLEX DUDPLEX OUTLET FOR BOLT SAFE TO PROVIDE PHONE JACK OUTLET @15" A.F.F. REFRIGERATOR AND CONCRETE SLAB FOR FAX @15" A.F,F, MICROWAVE @26" A.F.F. RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT OUTLETS SHOWN WITH A HEIGHT GREATER THEN +3D" ARE TO BE MOUNTED VERTICALLY. WHERE OUTLETS ARE SHOWN CLOSE TOGETHER MOUNT WITH MIN. DISTANCE BETWEEN BOXES. Drawn By DLG Checked By DTR TYPICAL OFFICE LAYOUT & MOUNTING HEIGHTS (CONFIGURATION MAY VARY BY SPECIFIC LOCATION, SEE FIXTURE PLAN) Scale AS NOTED Date 05 -21 -08 Job No. 07 -9110 2 MOUNTING HEIGHTS OFFICE ELEVATION Sheet No . A -7 SCALE: 3/4 " =1' -0" I SCALE: 3/4 " =1' -0" 1A CONTRACTOR TO PROVIDE & INSTALL 10' -0" HIGH Ye" PLYWOOD BACKING FOR WALL FIXTURES. SOFFIT —\\ 6 " A -7 f ^ CUSTOM 30" ( EYEHOOK I -- _ 1 i � - 48" x 36" ii 48 x 36 GRAPHIC HOLDER STOREFRONT GLASS jj ! GRAPHIC I' (2) EYEHOOKS TO BE STORED FOR CUSTOM aa^ EYEHOOK \ i \ GYP. BD. CEILING r '\ FLOURESCENT STRIP LIGHT FIXTURE TYP. (DO NOT ATTACH TO EXISTING METAL DECKING) BUTT PLATES TOGETHER TO CREATE EVEN SPACING. LEVEL PLATES AS NEEDED TO KEEP FIXTURE SHELVES LEVEL. \ o `. ■ G EXTENDER BAR ALIGN WITH BACK EDGE w TRACK LIGHT R \ :{ f CO' O.D. Metal Plates / FUTURE USE ° _ ' / 3'41" Back Panel l j / Tubing 3' -8" O.C. \ I /// I I I, \ /// ti C? ` Q �— PENDANT Q 4 ix 0 3 i I I ! I i - t _ // / 0 \ \ tF H - e e e -- _ e r e e ///,/ � � � // / I � I I I I J J .I �° 4 1„ z IT \ \ \ STOCK ROOM SALES FLOOR \ DRYWALL SOFFIT #10 -24 3" FLATHEAD W/TOGGLE ANCHOR HEN UNOBSTRUCTED) OR #10 X 1 1/2" SHEET METAL SCREW (WHEN ATTACHED TO STUD), ..tea .06. - , � , �, _° \ . __ - w u \ • • - - _ - - 1 2-4- / -- i__ =∎ 1 SKECHERS TO SUPPLY "LOOK" 6 TYPICAL LIGHT FIXTURE HEIGHTS DRYWALL MOUNT �■ GRAPHIC HOLDER KIT. � � SINGLE CIELING 2. LOOK GRAPHIC HOLDER KIT CONTENTS: \ SECTION FRONT VIEW �~` CUSTOM 30" EYEHOOK . �� CHANNEL a. Kit #XGH356A02 (DRYWALL KIT) SCALE: 1/4"=1 8" SIGN VENDOR TO PROVIDE AND MOUNT SIGN. ' " ' FINISH: CLEAR ANODIZED - 12 DRYWALL MOUNTS 3 SINGLE CEILING CHANNEL 8' - 6 EXTENDER BARS 24 "-48" EXTENDER BAR - 6 CUSTOM 30" EYEHOOKS (2 PER GRAPHIC) - - 7' -0" (MIN.) A.F.F. INS SIGN VENDOR TO PROVIDE AND MOUNT SIGN. / — A 1 "LOOK" GRAPHIC HANGER DETAIL 3 W ALL FIXTURE DETAIL 5/8" GYP. BD. SCALE: 1/2 " =1' -0" I SCALE: 1/2"-1 I `�1 " VERITCAL CORNERS ARE N it. ,PP � To ALUMINUM CAP WITH RUBBER STOP VERITCAL CORNER, 2" x 2" x 1/16" HORIZONTAL CORNER PLATE SIDE RAIL _ PUCK SIGN APPROX 50 LB. 30" / FRONT SIDE SIGN VENDOR TO PROVIDE AND MOUNT SIGN. u l 5/8" GYP. BD. _ �� 9 �� ,��Q L.� �r� ILIM Revisions ISSUE TO LANDLORD A 07 -06 -07 • I / ( �\ l 0) \ REVISION PER LANDLORD A 08 -10 -07 2 REVISION PER LANDLORD 09 -10 -07 �1� , � �I I .01 - 2 2 � FOR A 09 ISSUE 10 07 PERMIT REVISION 11 -07 -07 PER CITY «��� 1 P �� REVISION PER CLIENT A 03 -07 -08 �r A 3S ISSUE FOR CONSTRUCTION 2" x 2" x 1/16" W/ 1" LIP THE CARRIAGE SURFACE ABOVE ♦. • �� TRACK •� �1 NOTE: WHEELS TYPICAL ARE WHEEL CHANNEL ANTI TIP TRACK VERITCAL CORNERS ARE 2" SQ. x 1/16" W/ 1" LIP ABOVE THE CARRIAGE SURFACE NOT SHOWN FOR CLARITY ASSEMBLY A\ REVISION PER CLIENT 5 05 -08 4 WHEEL TO TRACK SIDE V I EW 7 WALL MOUNTED KID'S PUCK S I G N DETAIL -21 5 23-of sr REGISTERED .. A' EC ,, VlAN ! , � HIPf{I`lT ON WASH ..... _ . 1 . RE�ECI�ED MAY 2 2008 ARCHITECT PERMIT CENTER I HEREBY CERTIFY UNDER MY SUPERVISIO THAT THESE N PLAN AND THAT S HAVE TO BEEN THE BEST PRE - PARED OF MY KNOWLEDGE. THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TIJKWILA. WA SCALE: 1/2 " =1' -0" I SCALE: 1/2 " =1' -0" I VERITCAL CORNER, 2" x 2" x 1/16" HORIZONTAL CORNER PLATE A SIDE RAIL VERITCAL CORNER, 2" x 2" x 1116 " HORIZONTAL CORNER PLATE ATTACH m WITH N0, 8 TEK SCREWS ATTACH WITH NO. 8 TEK SCREWS ' to .- r . 1 I � � SIDE RAIL � r I Wide rl - -- WHEEL �� r' [ 11546" � � — , � IW WHEEL CHANNEL . CHANNEL SIDE RAILS WHEEL CHANNEL m f :4_I I• : FULL SCALE FULL SCALE MOBILE RACK NOTES: ANCHOR TRACK TO CONC. SLAB WITH 5/8" � I Ell = ■ ■ li , ' RELATING TO STRUCTURES AND BUILDINGS. Mill ■ ANTI -TIP TRACK METAL CHANNEL = RUNNING TRACK, RAMSET/REDHEAD WITH MINIMUM 15/32" INSTALLATIONS STORAGE CAPACITY: EMBEDMENT (ICBO #1372). ANCHORS SHALL BE INSTALLED AT 18" 0/C MAX. 36" W x 12" D = 32# PER LEVEL 36" W x 24" D = 64# PER LEVEL ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36 48" W x 12" D = 42# PER LEVEL ALL BOLTS A307, U.N.O. EXISTING CONCRETE 48" W x 24" D = 85# PER LEVEL SLAB = 4" THICK x 2000 PSI ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SPECIAL INSPECTION NOT REQUIRED FOR ANCHORS ��/ ` ALUMINUM WITH %" STEEL MTL, ROD % "X1 %" REDHEAD AS REQ'D ARCHITECT �I �� t. Drawn By DLG Checked By DTR ( 2" ' Scale AS NOTED Date 05 -21 -08 Job No. 07-9110 2 MOBILE STORAGE SHELVING DETAIL 5 WHEEL TO TRACK DETAIL 8 STORAGE SHELF DETAIL 9 WHEEL TO TRACK DETAIL Sheet No. A-8 SCALE: 1/2 " -1' -0" SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1-0" SCALE: 3/4 " =1' -0" 36" MIN, 60" MAX 12" OR 24" #12 TEK SCREW AT EA. END OF SHELVING BEAM, TYP. :`�F4ry ; i. a v ', , ` -'i',H f: - +•.�.. i.; ?� 'Y. ��i �"�;� "ej r'..:e. �':x • 4 Q Q Q Q Q Q Q Q Q ,: ■�........... CORNER A - 9 0 Q 0 0 0 Q Q g Q Q d A9 A9 DBL. RIVET BEAM .. ........ a;o Q Q Q Q (Q/� L Q rri I 1� mo/ I VET RIVET `° co co / / / /// ∎• r - _ A9 co . SKECHERS USA #230 WESTFIELD SOUTHCENTER MALL TUKWILA, WA 98188 FIXED STORAGE SHELVING DETAILS ao 1 U M co 1 fi SGL. RIVET Q BEAM °° m I— w J o Q �ri;�roM - .w►.rarir Q 1/ . 4 .. ma is NW 3 " 6 4 EXISTING CONCRETE FLOOR 3 . INTERMEDIATE A9 POST A - 9 A -9 1 LIGHT DUTY FIXTURE ELEVATIONS 2 LIGHT DUTY FIXTURE ELEVATIONS SCALE: 1/4" =1' -0" I SCALE: 1/4" =1' -0" 1. STORAGE CAPACITY: 36" W x 12" D = 32# PER LEVEL 36 "Wx24 "D= 64# PER LEVEL 48" W x 12" D = 42# PER LEVEL 48" W x 24" D = $5# PER LEVEL ASTM A570 FOR SHAPE Fy= 36,000 PSI GRADE 36 3. ALL BOLTS A307, UNLESS NOTED OTHERWISE. 4. EXISTING CONCRETE SLAB = 4" THICK x 2000 PSI 5. ALLOWABLE SOIL BEARING PRESSURE =1000 PSF 6. SPECIAL INSPECTION NOT REQUIRED ON ANCHORS �G ® to Li-) 72, 41/4/ - � 60 i / ' 11 J � AND HE INTERMEDIATE 2 , - CHIPMAN ADAMS LTD. • Ar chitect s 155 N. Northwest Highway, Suite 400 Park Ridge, Illinois 60068 -1463 nip wwn iwww � n•a wwn iw�c 3 1/2' ���.. N co���P�°� �� `� 0 CORNER POST ( 0 CD 211. Z Fn' 11 t)) 01 0 CD I n�.IG Z �nN fl t ® ' Q our arra N _II 14GA- ® m. L�J 1 /4" 0 BOLT OST INTERMEDIATE CORNER POST 11111. T CID OD r II ri 0 oSo Q 3 FIXED RACK NOTES 4 SINGLE RIVET BEAM 5 DOUBLE RIVET BEAM 6 PLAN VIEW -BASE PLATE CONNECTION Revisions ISSUE TO LANDLORD -06-07 SCALE: 1/4 " =1' -0" I SCALE: 1/4 " =1' -0" 107 SCALE: N.T.S. I SCALE: 1/4 " =1 -0" I REVISION PER LANDLORD Q REVISION PER LANDLORD aa 09 -10 -07 09 DE07 R PERMIT 1 1/2" - - S . �1� � 0 �� y COV �P� ® �� p ���� w 2'1A 9/16 "_ REVISION PER CITY 3 AI 114" �r 11. 14GA CORNER POST ATCORNERS 114" 0 BOLT 1 AT CORNER POST 1 EA. SIDE OF TEE POST 5/8" RAMSET /REDHEAD 1 PER BASE PLATE ICBM 1372 1 1/2" x 2 1/2" x 1 5 /8" x 14GA BASE PLATE AT CORNER POST 3 1/2" x 2 1/2" x 1 5/8" x 14GA BASE PLATE AT TEE POST SURFACE OF (E) CONC. FLOOR :SORCO:TRUCTION .' „zit � / \ LIENT c.- 23 —Og Vs R GISTERED �T r r ' ; , ‘ Ill F �NASHiNGTON RECEIVED Y 2 8 2000 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE - UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA WA I •40 a IV A 1/2° / � 1� f 1 080 Al■ . oso r� �� o o 8IL I „S!9 its r H- o m w 2 N I j I I I B 1 " 1/2" / 9132" N CO A PARED 8!L 7 RELATING TD STRUCTURES AND BUILDINGS. 2 1/2" -- Dyl �� RITE 7 rnrnJ Drawn By DLG Checked By DTR 9/32" Scale AS NOTED Date 05 -21 -08 6 Job No. 07-9110 7 CORNER POST 8 INTERMEDIATE POST 9 BASE PLATE TO POST DETAIL 10 SHOULDER RIVET (55000) Sheet No. A-9 SCALE: 1/4 " =1' -0" I S CALE: 1/4" = -0" I S CALE: 1/4 " =1' -0" I SCALE: 1/2 " =1' -0" I COMPRESSION STRUT SIZING(EMT) DIAMETER MAX. LENGTH 1/2" 4' -0" 3/4" 5' -2" 1 " 6 ' -6 " 1 1/4" 8' -6" 1 1/2" 9' -10" NOTE: 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL A 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). 3. THERE SHALL BE A MINIMUM 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. WALL SCALE: NONE %" MIN. AT UNATTACHED WALLS HORIZONTAL FLANGE SUSPENDED CEILING - WALL MOLDINGS NO. 12 GA. VERTICAL WIRE HANGER @4' -0" O.C. SPREADER BAR NOTE: NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8" OF THE PERIMETER WALL. MAIN RUNNER COMPRESSION STRUT AT EACH LATERAL RESTRAINT EXTEND TUBE TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE (NOT ROOF) THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. LATERAL BRACE - NO. 12 GA. SPLAY WIRES, FOUR(4) TYP. 12'-0" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL SUSPENDED CEILING WIRE HANGER AND STRUT DETAIL SCALE: NONE UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE SUSPENDED CEILING INSTALLATION DETAILS NO. 12 GA. VERTICAL WIRE HANGER @ 4' -0" O.C. @ MAIN RUNNER AND 8" MAX. FROM WALL —. RIGID ELECTRIC CONDUIT - EMT(STRUT). - SEE CHART DIAM. + 114" RIGID ELECTRIC CONDUIT - EMT(STRUT). DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT NO, 12 GA. SPLAY WIRES, FOUR(4) TYP. 12' -0" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL MAIN RUNNER CROSS RUNNER 2" MAX. SLOT END OF TUBE TO FIT OVER CEILING RUNNER SUSPENDED CEILING NOTES: 1. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM. 2. MAIN RUNNER SUPPORT TO BE NO. 12 GA. VERTICAL WIRE HANGER @ 4' -0" O.C, @ AND 8" MAX. FROM EACH WALL. ATTACH TO SUSPENSION SYSTEM AND TO STRUCTURE ABOVE WITH MINIMUM THREE TIGHT TURNS IN 1 -1/2 ". 3. LATERAL BRACING @ 12' -0" O.C. EACH WAY AND 6-0" FROM EACH WALL. BRACING TO BE FOUR(4) NO. 12 WIRES ATTACHED TO MAIN RUNNER WITH FOUR TIGHT TURNS IN 1 -1/2 ". ATTACH WITHIN 2" OF CROSS RUNNER. SPLAY WIRES 90 DEGREES FROM EACH OTHER AND 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE STRUT AT LOCATION OF SPLAY WIRES AND FASTEN TO THE MAIN RUNNER AND TO THE STRUCTURE ABOVE. 4. ALL CEILING RECESSED LIGHT FIXTURES TO HAVE TWO NO. 12 WIRE HANGERS CONNECTED TO THE FIXTURE HOUSING WITHIN 3" CORNERS AT OPPOSITE CORNERS. CONNECT TO STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 5. EACH SURFACE MOUNTED LIGHT FIXTURE TO HAVE MINIMUM OF TWO 14 GA. POSITIVE CLAMPING DEVISES. PROVIDE A NO. 12 WIRE HANGER AT EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE. 6. CEILING MECHANICAL AND LIGHT FIXTURES OVER 56 LBS. TO BE SUPPORTED SEPARATELY FROM STRUCTURE ABOVE. WALL SUSPENDED CEILING AT WALL DETAIL ft-KS NO. 12 WIRE HANGER J J CD 2 Iry N r uJ vJ = 00 ❑ I- - r rn co (J Q d7 C Q w I W Q UL W � W O U) z V 0 } 6367 ARCHITECT ARCHITECT Drawn By DLG Scale AS NOTED Sheet No. 0 0 CO m r colt CO 0 2 � .0 O aC O. a SC 0 Cr) J ITC 0 F- w 0 z J w U 0 0 w z w 0- CO Revisions ISSUE TO LANDLORD La 07 -06-07 REVISION PER LANDLORD 1 La 08 -10-07 REVISION PER LANDLORD 2 09 -10-07 ISSUE FOR PERMIT La 09 -10-07 3 Q REVISION PER CITY 11 -07 -07 REVISION PER CLIENT 4 La 03 -07 -08 ISSUE FOR CONSTRUCTION La 03 -07 -08 5 REVISION PER CLIENT 05 -21 -08 P MAN ' F WASHINGTON RECEIVED MAY 28 2008 PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. Checked By DTR Date 05 -21 -08 Job 0 7 -9110 A-10o